INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,777,070.94 ROUTE : 234 CALL ORDER : 101 CONTRACT ID : R -25057-B COUNTIES : FOUNTAIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3223009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,849,429.90 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 18.000 MOS | 1800.00000 32400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 55000.00000 55000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 142500.00000 142500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 3980.000 m2 | 10.00000 39800.00| | PAVEMENT, REMOVE | | | 0005 202-02245 3.000 EACH| 90.00000 270.00| | TREE, 150 mm, REMOVE | | | 0006 202-02250 7.000 EACH| 115.00000 805.00| | TREE, 250 mm, REMOVE | | | 0007 202-02255 16.000 EACH| 125.00000 2000.00| | TREE, 460 mm, REMOVE | | | 0008 202-02260 15.000 EACH| 240.00000 3600.00| | TREE, 760 mm, REMOVE | | | 0009 202-02265 6.000 EACH| 560.00000 3360.00| | TREE, 1220 mm, REMOVE | | | 0010 202-02278 1288.000 m | 19.00000 24472.00| | CURB, CONCRETE, REMOVE | | | 0011 202-02279 328.000 m | 19.00000 6232.00| | CURB AND GUTTER, REMOVE | | | 0012 202-02286 1.000 EACH| 13000.00000 13000.00| | PRESENT STRUCTURE, REMOVE | | | 0013 202-52710 2715.000 m2 | 5.00000 13575.00| | SIDEWALK, CONCRETE, REMOVE | | | 0014 202-60820 106.700 m2 | 25.00000 2667.50| | SURFACE MILLING, ASPHALT | | | 0015 202-74045 52.000 EACH| 70.00000 3640.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,777,070.94 ROUTE : 234 CALL ORDER : 101 CONTRACT ID : R -25057-B COUNTIES : FOUNTAIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 202-91385 20.000 EACH| 500.00000 10000.00| | INLET, REMOVE | | | 0017 202-93047 9.000 EACH| 500.00000 4500.00| | MANHOLE, REMOVE | | | 0018 202-96035 26.400 m | 24.00000 633.60| | CONCRETE WALL, REMOVE | | | 0019 202-96133 1300.000 m | 70.00000 91000.00| | PIPE, REMOVE | | | 0020 203-02000 8910.000 m3 | 25.00000 222750.00| | EXCAVATION, COMMON | | | 0021 205-02224 793.000 m | 7.00000 5551.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0022 205-02236 2.000 EACH| 95.00000 190.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 205-02237 73.000 EACH| 92.00000 6716.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0024 211-02060 3562.000 m3 | 13.50000 48087.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0025 215-06458 8640.000 m3 | 14.00000 120960.00| | SUBGRADE, MODIFIED | | | 0026 303-04075 96.000 Mg | 55.00000 5280.00| | COMPACTED AGGREGATE, O, 73 | | | 0027 303-98541 589.000 Mg | 35.00000 20615.00| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0028 401-05437 8061.000 Mg | 46.00000 370806.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05455 3066.000 Mg | 50.00000 153300.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0030 401-05456 1399.000 Mg | 54.00000 75546.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 402-05470 3934.000 Mg | 45.00000 177030.00| | HMA BASE C25.0 mm, MAINLINE | | | 0032 406-05520 23.000 Mg | 225.00000 5175.00| | ASPHALT FOR TACK COAT | | | 0033 603-06040 30.000 m | 126.00000 3780.00| | FENCE, FARM FIELD, 1190 mm | | | 0034 604-06069 428.000 m2 | 69.00000 29532.00| | CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,777,070.94 ROUTE : 234 CALL ORDER : 101 CONTRACT ID : R -25057-B COUNTIES : FOUNTAIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 604-91531 3366.000 m2 | 33.00000 111078.00| | SIDEWALK, CONCRETE, 100 mm | | | 0036 605-06140 2480.000 m | 54.00000 133920.00| | CURB AND GUTTER, CONCRETE | | | 0037 610-05527 928.000 Mg | 76.00000 70528.00| | HMA FOR APPROACHES | | | 0038 611-05330 3306.000 m2 | 25.00000 82650.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0039 611-06497 12.000 EACH| 140.00000 1680.00| | MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06505 4.000 EACH| 400.00000 1600.00| | MONUMENT, B | | | 0041 615-06527 3.000 EACH| 360.00000 1080.00| | MONUMENT, SECTION CORNER | | | 0042 616-02320 125.000 m2 | 3.50000 437.50| | GEOTEXTILES | | | 0043 616-05689 46.000 Mg | 76.00000 3496.00| | RIPRAP, CLASS 2 | | | 0044 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 0.200 Mg | 1275.00000 255.00| | FERTILIZER | | | 0046 621-06548 0.300 kg | 72.00000 21.60| | SEED MIXTURE, CV | | | 0047 621-06557 50.000 kg | 6.50000 325.00| | SEED MIXTURE, T | | | 0048 621-06565 1.000 Mg | 1090.00000 1090.00| | MULCHING MATERIAL | | | 0049 621-06567 58.000 kL | 1.00000 58.00| | WATER | | | 0050 621-06575 3204.000 m2 | 3.75000 12015.00| | SODDING, NURSERY | | | 0051 702-90915 43.300 m3 | 850.00000 36805.00| | CONCRETE, A | | | 0052 703-06028 832.900 kg | 2.50000 2082.25| | REINFORCING BARS | | | 0053 714-02802 14.000 m2 | 350.00000 4900.00| | RETAINING WALL, PRECAST CONCRETE UNITS | | | 0054 714-04661 23.300 m | 2500.00000 58250.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,777,070.94 ROUTE : 234 CALL ORDER : 101 CONTRACT ID : R -25057-B COUNTIES : FOUNTAIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05048 3063.000 m | 13.50000 41350.50| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05117 155.900 m | 104.00000 16213.60| | PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0057 715-05149 344.000 m | 166.00000 57104.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05151 671.000 m | 96.00000 64416.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0059 715-05152 250.600 m | 115.00000 28819.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05154 555.200 m | 138.00000 76617.60| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0061 715-05156 248.900 m | 140.00000 34846.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0062 715-05422 3.000 m | 330.00000 990.00| | PIPE, SLOTTED DRAIN, 300 mm | | | 0063 718-52610 693.000 m3 | 36.00000 24948.00| | AGGREGATE FOR UNDERDRAINS | | | 0064 718-99153 8157.000 m2 | 1.65000 13459.05| | GEOTEXTILES FOR UNDERDRAIN | | | 0065 719-35000 30.000 m | 125.00000 3750.00| | PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0066 719-35001 30.000 m | 125.00000 3750.00| | PIPE, DRAINTILE, CLASS STANDARD, 100 mm | | | 0067 719-35005 30.000 m | 130.00000 3900.00| | PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0068 719-35010 30.000 m | 135.00000 4050.00| | PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0069 720-06607 1.000 EACH| 1800.00000 1800.00| | SLOTTED DRAIN PIPE CLEANOUT PORT | | | 0070 720-44000 4.000 EACH| 375.00000 1500.00| | CASTING, ADJUST TO GRADE | | | 0071 720-45030 1.000 EACH| 1100.00000 1100.00| | INLET, E7 | | | 0072 720-45410 29.000 EACH| 1800.00000 52200.00| | MANHOLE, C4 | | | 0073 720-95422 3.000 EACH| 2375.00000 7125.00| | MANHOLE, J4 | | | 0074 720-98174 2.000 EACH| 1800.00000 3600.00| | INLET, B15 | | | 0075 720-99416 56.000 EACH| 1800.00000 100800.00| | CATCH BASIN, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,777,070.94 ROUTE : 234 CALL ORDER : 101 CONTRACT ID : R -25057-B COUNTIES : FOUNTAIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 720-99417 4.000 EACH| 1800.00000 7200.00| | CATCH BASIN, C15 | | | 0077 801-04308 4.000 EACH| 500.00000 2000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06606 20.000 EACH| 200.00000 4000.00| | BARRICADE, IIIB | | | 0079 801-06625 28.000 EACH| 155.00000 4340.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0080 801-06640 28.000 EACH| 220.00000 6160.00| | CONSTRUCTION SIGN, A | | | 0081 801-06645 4.000 EACH| 60.00000 240.00| | CONSTRUCTION SIGN, B | | | 0082 801-06775 LUMP| 57125.00000 57125.00| | MAINTAINING TRAFFIC | | | 0083 802-05701 102.800 m | 27.00000 2775.60| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-05702 19.800 m | 20.00000 396.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 9.000 m2 | 130.00000 1170.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 13.140 m2 | 115.00000 1511.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 808-06703 119.000 m | 2.00000 238.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0088 808-75240 416.000 m | 2.00000 832.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0089 808-75297 56.000 m | 14.00000 784.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0090 808-75996 70.000 EACH| 7.50000 525.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,849,429.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,849,429.90| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 105 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,609,458.71 ROUTE : US 40 CALL ORDER : 105 CONTRACT ID : R -25144-C COUNTIES : VIGO LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0252002 0252002 0252002 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9996095 WABASH VALLEY/FEUTZ CONTRACTORS JV $ 4,689,796.58 100.0000% ==================================================================================================================================== |(1) 99-9996095 | | |WABASH VALLEY/FEUTZ CONTRACT| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UTILITY RELOCATION- WATER MAIN | | | 0001 105-01925 10.000 MOS | 1260.00000 12600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 76440.00000 76440.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 230505.00000 230505.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 43000.00000 43000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 805.000 m2 | 19.00000 15295.00| | PAVEMENT, REMOVE | | | 0006 202-02241 36.000 m | 41.00000 1476.00| | GUARDRAIL, REMOVE | | | 0007 202-02272 9.200 m | 31.00000 285.20| | PAVED SIDE DITCH, REMOVE | | | 0008 202-02278 2500.000 m | 20.65000 51625.00| | CURB, CONCRETE, REMOVE | | | 0009 202-04089 15.000 EACH| 28.35000 425.25| | SHEET SIGN, REMOVE | | | 0010 202-06541 1.000 EACH| 20500.00000 20500.00| | REMOVE EXISTING LIFT STATION | | | 0011 202-52710 3600.000 m2 | 6.70000 24120.00| | SIDEWALK, CONCRETE, REMOVE | | | 0012 202-74045 44.000 EACH| 31.50000 1386.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0013 202-74050 7.000 EACH| 194.25000 1359.75| | SIGN, OVERHEAD, REMOVE | | | 0014 202-78515 LUMP| 3419.85000 3419.85| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 105 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,609,458.71 ROUTE : US 40 CALL ORDER : 105 CONTRACT ID : R -25144-C COUNTIES : VIGO LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996095 | | |WABASH VALLEY/FEUTZ CONTRACT| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-91385 1.000 EACH| 120.00000 120.00| | INLET, REMOVE | | | 0016 202-93047 2.000 EACH| 225.00000 450.00| | MANHOLE, REMOVE | | | 0017 202-96133 203.900 m | 15.90000 3242.01| | PIPE, REMOVE | | | 0018 203-02000 3081.000 m3 | 31.00000 95511.00| | EXCAVATION, COMMON | | | 0019 203-02010 100.000 m3 | 45.00000 4500.00| | EXCAVATION, ROCK | | | 0020 205-02224 688.000 m | 5.51000 3790.88| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02236 19.000 EACH| 47.25000 897.75| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 205-02237 57.000 EACH| 21.00000 1197.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0023 211-02060 4952.400 m3 | 16.20000 80228.88| | B BORROW FOR STRUCTURE BACKFILL | | | 0024 213-52830 4842.100 m3 | 74.00000 358315.40| | FLOWABLE MORTAR | | | 0025 303-52308 2019.000 Mg | 26.23000 52958.37| | COMPACTED AGGREGATE, O, 53 | | | 0026 305-05204 1014.000 Mg | 137.20000 139120.80| | HMA FOR PATCHING | | | 0027 401-05455 4814.000 Mg | 46.03000 221588.42| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 2573.000 Mg | 66.92000 172185.16| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05468 685.000 Mg | 75.40000 51649.00| | HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05481 337.000 Mg | 71.30000 24028.10| | HMA BASE 25.0 mm, SHOULDER | | | 0031 404-05511 1873.500 m2 | 3.26000 6107.61| | SEAL COAT, 2 | | | 0032 405-05517 11.940 Mg | 415.26000 4958.20| | ASPHALT FOR PRIME COAT | | | 0033 406-05520 19.940 Mg | 203.70000 4061.78| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 105 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,609,458.71 ROUTE : US 40 CALL ORDER : 105 CONTRACT ID : R -25144-C COUNTIES : VIGO LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996095 | | |WABASH VALLEY/FEUTZ CONTRACT| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-06037 1.000 EACH| 1050.00000 1050.00| | GUARDRAIL END TREATMENT, I | | | 0035 601-99105 63.190 m | 54.60000 3450.17| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 604-06069 293.000 m2 | 54.09000 15848.37| | CURB RAMP, CONCRETE | | | 0037 604-91531 3650.000 m2 | 35.64000 130086.00| | SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06120 590.000 m | 64.00000 37760.00| | CURB, CONCRETE | | | 0039 605-06140 975.000 m | 50.00000 48750.00| | CURB AND GUTTER, CONCRETE | | | 0040 610-05527 527.000 Mg | 88.70000 46744.90| | HMA FOR APPROACHES | | | 0041 611-05330 2211.000 m2 | 43.43000 96023.73| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 616-06395 92.000 m2 | 24.50000 2254.00| | RIPRAP | | | 0043 616-93019 24.000 m2 | 43.00000 1032.00| | RIPRAP, GROUTED, 450 mm | | | 0044 621-01004 1.000 EACH| 708.75000 708.75| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02468 207.000 kg | 8.14000 1684.98| | SEED MIXTURE, GRASS, 1 | | | 0046 621-06545 0.850 Mg | 808.51000 687.23| | FERTILIZER | | | 0047 621-06574 3025.000 m2 | 4.88000 14762.00| | SODDING | | | 0048 621-98503 4.230 Mg | 603.75000 2553.86| | MULCH MATERIAL | | | 0049 703-51030 22976.000 kg | 1.20000 27571.20| | REINFORCING STEEL | | | 0050 715-01383 2.000 EACH| 4100.00000 8200.00| | INSERTION VALVE, 200 mm | | | 0051 715-02904 5.000 EACH| 3100.00000 15500.00| | INSERTION VALVE, 100 mm | | | 0052 715-04612 458.000 m | 432.00000 197856.00| | PIPE HDPE, SDR 32.5, 1050 MM | | | 0053 715-05149 841.700 m | 84.00000 70702.80| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 105 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,609,458.71 ROUTE : US 40 CALL ORDER : 105 CONTRACT ID : R -25144-C COUNTIES : VIGO LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996095 | | |WABASH VALLEY/FEUTZ CONTRACT| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05151 287.200 m | 95.00000 27284.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0055 715-05152 186.800 m | 101.00000 18866.80| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0056 715-05153 99.800 m | 104.00000 10379.20| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0057 715-05154 269.300 m | 135.00000 36355.50| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0058 715-05157 15.700 m | 305.00000 4788.50| | PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0059 715-05163 413.200 m | 392.00000 161974.40| | PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0060 715-05335 34.100 m | 210.00000 7161.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0061 715-05336 45.100 m | 290.00000 13079.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0062 715-05339 33.800 m | 350.00000 11830.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0063 715-05347 54.800 m | 511.00000 28002.80| | PIPE, TYPE 2, DEFORMED, MIN. AREA 1.55 | | | m2 | | | 0064 715-05350 142.400 m | 600.00000 85440.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0065 715-06039 5.000 EACH| 3500.00000 17500.00| | INSERTION VALVE, 150 mm | | | 0066 715-44240 231.600 m3 | 657.00000 152161.20| | CONCRETE, A, STRUCTURES | | | 0067 715-46020 1.000 EACH| 490.00000 490.00| | PIPE END SECTION, 600 mm | | | 0068 715-90052 LUMP| 920000.00000 920000.00| | LIFT STATION | | | 0069 715-93913 1174.000 m | 90.00000 105660.00| | WATER MAIN, 200 mm | | | 0070 716-06472 351.000 m | 51.00000 17901.00| | BORING , WATER SERVICE LINE, 25 mm | | | 0071 716-99464 40.000 m | 1445.00000 57800.00| | PIPE, JACKED, 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 105 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,609,458.71 ROUTE : US 40 CALL ORDER : 105 CONTRACT ID : R -25144-C COUNTIES : VIGO LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996095 | | |WABASH VALLEY/FEUTZ CONTRACT| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 720-45030 4.000 EACH| 1100.00000 4400.00| | INLET, E7 | | | 0073 720-45035 7.000 EACH| 1125.00000 7875.00| | INLET, F7 | | | 0074 720-45045 14.000 EACH| 1375.00000 19250.00| | INLET, J10 | | | 0075 720-45055 8.000 EACH| 1370.00000 10960.00| | INLET, M10 | | | 0076 720-45075 1.000 EACH| 1300.00000 1300.00| | INLET, R13 | | | 0077 720-45260 1.000 EACH| 705.00000 705.00| | PIPE CATCH BASIN, 300 mm | | | 0078 720-45275 5.000 EACH| 840.00000 4200.00| | PIPE CATCH BASIN, 600 mm | | | 0079 720-45410 2.000 EACH| 1685.00000 3370.00| | MANHOLE, C4 | | | 0080 720-45415 1.000 EACH| 2260.00000 2260.00| | MANHOLE, D4 | | | 0081 720-45416 5.000 EACH| 5060.00000 25300.00| | MANHOLE, E4 | | | 0082 720-45515 5.000 EACH| 2210.00000 11050.00| | MANHOLE, D4, MODIFIED | | | 0083 720-45520 2.000 EACH| 5040.00000 10080.00| | MANHOLE, E4, MODIFIED | | | 0084 720-45525 6.000 EACH| 6290.00000 37740.00| | MANHOLE, F4, MODIFIED | | | 0085 720-98174 17.000 EACH| 1780.00000 30260.00| | INLET, B15 | | | 0086 720-98555 19.000 EACH| 1780.00000 33820.00| | INLET, C15 | | | 0087 721-43020 1.000 EACH| 885.00000 885.00| | AUTOMATIC DRAINAGE GATE, 600 mm | | | 0088 721-43040 1.000 EACH| 2040.00000 2040.00| | AUTOMATIC DRAINAGE GATE, 1050 mm | | | 0089 722-60824 27391.000 m2 | 3.38000 92581.58| | SURFACE MILLING | | | 0090 730-26777 1.000 EACH| 2975.00000 2975.00| | GRATED BOX END SECTION, I, 2:1, 1050 mm | | | 0091 732-03064 5.000 EACH| 1310.00000 6550.00| | TAPPING VALVE ASSEMBLY, 100 mm | | | 0092 732-03064 5.000 EACH| 1530.00000 7650.00| | TAPPING VALVE ASSEMBLY, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 105 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,609,458.71 ROUTE : US 40 CALL ORDER : 105 CONTRACT ID : R -25144-C COUNTIES : VIGO LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996095 | | |WABASH VALLEY/FEUTZ CONTRACT| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 732-03064 1.000 EACH| 1780.00000 1780.00| | TAPPING VALVE ASSEMBLY, 200 mm | | | 0094 732-03064 1.000 EACH| 680.00000 680.00| | TAPPING VALVE ASSEMBLY, 50 mm | | | 0095 732-04596 3.000 EACH| 220.00000 660.00| | WATER SERVICE UTILITY DEPTH VERIFICATION| | | 0096 732-04751 27.000 EACH| 640.00000 17280.00| | WATER SERVICE METER BOX ASSEMBLY | | | 0097 732-04836 8.000 EACH| 845.00000 6760.00| | GATE VALVE ASSEMBLY, 200 mm | | | 0098 732-04926 1.000 EACH| 2900.00000 2900.00| | VALVE , INSERTION, ASSEMBLY, 50 mm | | | 0099 732-04965 120.000 m | 23.00000 2760.00| | WATER SERVICE LINE , 25 mm | | | 0100 732-91742 7.000 EACH| 2365.00000 16555.00| | FIRE HYDRANT | | | 0101 732-97009 7.000 EACH| 490.00000 3430.00| | FIRE HYDRANT ASSEMBLY, REMOVE | | | 0102 801-06203 8173.000 m | 0.38000 3105.74| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0103 801-06207 2321.000 m | 3.26000 7566.46| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0104 801-06218 43.000 m | 21.00000 903.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0105 801-06606 4.000 EACH| 131.25000 525.00| | BARRICADE, IIIB | | | 0106 801-06640 64.000 EACH| 183.75000 11760.00| | CONSTRUCTION SIGN, A | | | 0107 801-06710 300.000 DAY | 14.70000 4410.00| | FLASHING ARROW SIGN | | | 0108 801-06775 LUMP| 67251.42000 67251.42| | MAINTAINING TRAFFIC | | | 0109 802-05701 155.500 m | 30.45000 4734.98| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0110 802-05702 29.800 m | 32.55000 969.99| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0111 802-76025 34.599 m2 | 153.30000 5304.03| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 105 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,609,458.71 ROUTE : US 40 CALL ORDER : 105 CONTRACT ID : R -25144-C COUNTIES : VIGO LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996095 | | |WABASH VALLEY/FEUTZ CONTRACT| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 802-76035 16.022 m2 | 186.90000 2994.51| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0113 802-76045 4.320 m2 | 201.60000 870.91| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0114 805-01816 7.000 EACH| 771.75000 5402.25| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0115 805-01842 8.000 EACH| 640.50000 5124.00| | HANDHOLE, SIGNAL | | | 0116 805-01893 LUMP| 2192.40000 2192.40| | MAINTAINING TRAFFIC SIGNAL | | | 0117 805-02069 1.000 EACH| 1947.75000 1947.75| | SIGNAL CANTILEVER STRUCTURE, 7.6 m ARM | | | 0118 805-02072 3.000 EACH| 2105.25000 6315.75| | SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0119 805-02073 4.000 EACH| 2511.60000 10046.40| | SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0120 805-02087 LUMP| 588.00000 588.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0121 805-02152 16.000 EACH| 315.00000 5040.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0122 805-02503 551.200 m | 1.55000 854.36| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0123 805-05698 1.000 EACH| 735.00000 735.00| | SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0124 805-06592 231.800 m | 36.75000 8518.65| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0125 805-78100 2.000 EACH| 8505.00000 17010.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0126 805-78205 16.000 EACH| 361.20000 5779.20| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0127 805-78445 2.000 EACH| 441.00000 882.00| | SIGNAL SERVICE | | | 0128 805-78467 37.900 m | 6.04000 228.92| | SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 105 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,609,458.71 ROUTE : US 40 CALL ORDER : 105 CONTRACT ID : R -25144-C COUNTIES : VIGO LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996095 | | |WABASH VALLEY/FEUTZ CONTRACT| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 805-78480 120.000 m | 2.68000 321.60| | SIGNAL CABLE, 3C 14GA. | | | 0130 805-78485 812.300 m | 3.36000 2729.33| | SIGNAL CABLE, 5C 14GA. | | | 0131 805-78490 288.400 m | 3.80000 1095.92| | SIGNAL CABLE, 7C 14GA. | | | 0132 805-78510 309.600 m | 2.21000 684.22| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0133 805-78785 4.000 EACH| 456.75000 1827.00| | SIGNAL DETECTOR HOUSING | | | 0134 805-78795 187.600 m | 25.20000 4727.52| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0135 805-78925 2.000 EACH| 735.00000 1470.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0136 805-92504 4.000 EACH| 241.50000 966.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0137 805-96121 16.000 EACH| 108.15000 1730.40| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0138 807-04652 1.000 EACH| 7711.20000 7711.20| | SERVICE POINT FOR LIFT STATION | | | 0139 808-06701 445.000 m | 0.84000 373.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0140 808-06703 1923.000 m | 0.84000 1615.32| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0141 808-75240 269.000 m | 0.84000 225.96| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0142 808-75245 4387.000 m | 0.84000 3685.08| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0143 808-75278 31.000 m | 5.15000 159.65| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0144 808-75290 28.000 m | 10.29000 288.12| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0145 808-75297 122.000 m | 10.29000 1255.38| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0146 808-75300 214.000 m | 2.57000 549.98| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 105 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,609,458.71 ROUTE : US 40 CALL ORDER : 105 CONTRACT ID : R -25144-C COUNTIES : VIGO LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996095 | | |WABASH VALLEY/FEUTZ CONTRACT| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 808-75320 12.000 EACH| 54.60000 655.20| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0148 808-75325 12.000 EACH| 75.60000 907.20| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0149 808-92027 270.000 m | 1.68000 453.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 4,689,796.58| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,689,796.58| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1352008 1352008 1352008 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 9,560,509.71 100.0000% 2 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 9,576,827.61 100.1706% 3 35-1139301 E & B PAVING, INC. $ 9,966,769.35 104.2493% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 10,115,635.07 105.8064% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 10,270,520.71 107.4264% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 10,478,566.37 109.6025% 7 36-2231526 WALSH CONSTR CO OF ILL $ 11,290,131.18 118.0913% ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|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 24.000 MOS | 1408.33000 33799.92| 1600.00000 38400.00| 1563.30000 37519.20 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 156390.52000 156390.52| 100000.00000 100000.00| 103872.73000 103872.73 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 474575.74000 474575.74| 475000.00000 475000.00| 498338.47000 498338.47 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 74795.29000 74795.29| 75000.00000 75000.00| 249169.23000 249169.23 CLEARING RIGHT OF WAY | | | 0005 202-02240 28934.000 m2 | 1.42000 41086.28| 5.30000 153350.20| 5.25000 151903.50 PAVEMENT, REMOVE | | | 0006 202-03783 4.000 EACH| 311.35000 1245.40| 285.89000 1143.56| 291.61000 1166.44 SIGN, PANEL, REMOVE | | | 0007 202-04089 74.000 EACH| 77.84000 5760.16| 71.47000 5288.78| 72.90000 5394.60 SHEET SIGN, REMOVE | | | 0008 202-51368 752.000 m2 | 0.73000 548.96| 12.00000 9024.00| 8.40000 6316.80 SLOPEWALL, REMOVE | | | 0009 202-74080 1.000 EACH| 467.03000 467.03| 428.83000 428.83| 437.41000 437.41 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0010 202-78515 LUMP| 3113.51000 3113.51| 2858.87000 2858.87| 2916.05000 2916.05 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-93763 21.000 EACH| 149.45000 3138.45| 137.23000 2881.83| 139.97000 2939.37 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0012 202-95579 3.000 EACH| 389.19000 1167.57| 357.36000 1072.08| 364.51000 1093.53 SERVICE POINT, REMOVE | | | 0013 203-02000 71759.000 m3 | 7.47000 536039.73| 9.05000 649418.95| 8.97000 643678.23 EXCAVATION, COMMON | | | 0014 203-02020 212.000 m3 | 6.22000 1318.64| 76.00000 16112.00| 65.00000 13780.00 EXCAVATION, UNCLASSIFIED | | | 0015 205-02224 1800.000 m | 5.42000 9756.00| 5.50000 9900.00| 5.08000 9144.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02227 1490.000 m | 5.70000 8493.00| 1.00000 1490.00| 15.00000 22350.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0017 205-02231 420.000 m | 25.15000 10563.00| 8.50000 3570.00| 50.00000 21000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0018 205-02232 155.000 m3 | 28.11000 4357.05| 15.00000 2325.00| 15.00000 2325.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0019 205-02236 26.000 EACH| 59.90000 1557.40| 60.00000 1560.00| 56.10000 1458.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 205-02237 110.000 EACH| 27.23000 2995.30| 10.00000 1100.00| 25.50000 2805.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 211-02060 10781.000 m3 | 21.65000 233408.65| 16.11000 173681.91| 14.00000 150934.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 37986.000 Mg | 13.30000 505213.80| 11.40000 433040.40| 12.46000 473305.56 COMPACTED AGGREGATE, O, 53 | | | 0024 304-06464 16888.000 m3 | 31.86000 538051.68| 34.92000 589728.96| 32.03000 540922.64 SUBBASE FOR PCCP | | | 0025 305-05206 8273.000 Mg | 41.25000 341261.25| 45.98000 380392.54| 37.20000 307755.60 WIDENING WITH HMA | | | 0026 401-05437 3450.000 Mg | 40.15000 138517.50| 36.87000 127201.50| 37.50000 129375.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 1424.000 Mg | 43.46000 61887.04| 39.91000 56831.84| 43.50000 61944.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 647.000 Mg | 54.46000 35235.62| 50.01000 32356.47| 55.00000 35585.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-05459 310.000 Mg | 41.91000 12992.10| 38.48000 11928.80| 55.00000 17050.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 401-05464 81.000 Mg | 61.83000 5008.23| 56.77000 4598.37| 100.00000 8100.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0031 401-06264 LUMP| 1633.61000 1633.61| 1500.00000 1500.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0032 402-05470 1284.000 Mg | 40.52000 52027.68| 37.21000 47777.64| 31.00000 39804.00 HMA BASE C25.0 mm, MAINLINE | | | 0033 402-05495 1250.000 Mg | 47.59000 59487.50| 43.70000 54625.00| 38.00000 47500.00 HMA WEDGE AND LEVEL | | | 0034 406-05520 8.800 Mg | 237.11000 2086.57| 217.72000 1915.94| 175.00000 1540.00 ASPHALT FOR TACK COAT | | | 0035 501-03707 180.000 m2 | 66.05000 11889.00| 48.00000 8640.00| 51.72000 9309.60 RAISED CORRUGATED ISLAND, CONCRETE | | | 0036 501-04635 1945.000 m | 2.94000 5718.30| 1.00000 1945.00| 2.55000 4959.75 MILLED CONCRETE SHOULDER CORRUGATIONS | | | 0037 501-05240 11403.000 m | 20.40000 232621.20| 18.00000 205254.00| 20.20000 230340.60 CONTRACTION JOINT, D1 | | | 0038 501-06266 LUMP| 4639.44000 4639.44| 4000.00000 4000.00| 10426.84000 10426.84 PROFILOGRAPH, PCCP | | | 0039 501-06324 60672.000 m2 | 32.12000 1948784.64| 34.58000 2098037.76| 40.42000 2452362.24 QC/QA PCCP, 325 mm | | | 0040 601-06224 2.000 EACH| 34196.81000 68393.62| 31400.00000 62800.00| 32028.00000 64056.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0041 604-06069 70.000 m2 | 37.65000 2635.50| 54.00000 3780.00| 70.20000 4914.00 CURB RAMP, CONCRETE | | | 0042 604-06070 4843.000 m2 | 28.68000 138897.24| 25.45000 123254.35| 21.19000 102623.17 SIDEWALK, CONCRETE | | | 0043 605-06100 2778.000 m | 26.47000 73533.66| 24.67000 68533.26| 15.76000 43781.28 CURB, INTEGRAL, C, CONCRETE | | | 0044 605-06120 50.000 m | 39.94000 1997.00| 82.00000 4100.00| 52.94000 2647.00 CURB, CONCRETE | | | 0045 605-06150 585.000 m | 27.47000 16069.95| 34.85000 20387.25| 37.61000 22001.85 CURB AND GUTTER, C, CONCRETE Type C | | | 0046 605-06250 1393.000 m2 | 68.35000 95211.55| 57.00000 79401.00| 57.62000 80264.66 CENTER CURB, C, CONCRETE | | | 0047 610-05527 292.000 Mg | 82.43000 24069.56| 75.69000 22101.48| 85.00000 24820.00 HMA FOR APPROACHES | | | 0048 611-05330 2730.000 m2 | 38.90000 106197.00| 42.25000 115342.50| 34.65000 94594.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 611-06497 5.000 EACH| 119.80000 599.00| 110.00000 550.00| 112.20000 561.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 615-06490 64.000 EACH| 103.46000 6621.44| 95.00000 6080.00| 96.90000 6201.60 RIGHT OF WAY MARKER | | | 0051 615-06510 11.000 EACH| 332.17000 3653.87| 305.00000 3355.00| 311.10000 3422.10 MONUMENT, C | | | 0052 615-06515 15.000 EACH| 76.23000 1143.45| 70.00000 1050.00| 71.40000 1071.00 MONUMENT, D | | | 0053 615-06527 1.000 EACH| 539.07000 539.09| 495.00000 495.00| 504.90000 504.90 MONUMENT, SECTION CORNER | | | 0054 616-02320 352.000 m2 | 2.41000 848.32| 1.50000 528.00| 2.00000 704.00 GEOTEXTILES | | | 0055 616-06405 178.000 Mg | 30.06000 5350.68| 27.00000 4806.00| 28.00000 4984.00 RIPRAP, REVETMENT | | | 0056 621-01004 16.000 EACH| 626.22000 10019.52| 575.00000 9200.00| 586.50000 9384.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06545 14.900 Mg | 638.20000 9509.18| 586.00000 8731.40| 597.72000 8906.03 FERTILIZER | | | 0058 621-06548 11.000 kg | 53.91000 593.01| 49.50000 544.50| 50.49000 555.39 SEED MIXTURE, CV | | | 0059 621-06553 1020.000 kg | 6.72000 6854.40| 6.17000 6293.40| 6.29000 6415.80 SEED MIXTURE, R | | | 0060 621-06565 224.000 Mg | 487.90000 109289.60| 448.00000 100352.00| 456.96000 102359.04 MULCHING MATERIAL | | | 0061 621-06567 780.000 kL | 0.58000 452.40| 0.53000 413.40| 0.54000 421.20 WATER | | | 0062 621-06574 43372.000 m2 | 3.29000 142693.88| 3.02000 130983.44| 3.08000 133585.76 SODDING | | | 0063 702-94656 2.200 m3 | 212.37000 467.21| 250.00000 550.00| 474.44000 1043.77 CONCRETE, B | | | 0064 703-01540 45.000 EACH| 39.70000 1786.50| 0.01000 0.45| 14.50000 652.50 THREADED TIE BAR ASSEMBLY | | | 0065 714-26702 48.000 m | 1145.96000 55006.08| 974.00000 46752.00| 945.00000 45360.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0066 715-05019 100.700 m | 227.39000 22898.17| 196.85000 19822.80| 160.00000 16112.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0067 715-05024 396.000 m | 225.55000 89317.80| 157.50000 62370.00| 160.00000 63360.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0068 715-05048 6260.000 m | 7.08000 44320.80| 8.20000 51332.00| 9.58000 59970.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05151 1445.300 m | 69.81000 100896.39| 74.80000 108108.44| 82.00000 118514.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-05152 735.700 m | 83.25000 61247.03| 73.85000 54331.45| 92.00000 67684.40 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0071 715-05154 608.000 m | 120.61000 73330.88| 97.50000 59280.00| 110.00000 66880.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0072 715-05156 330.200 m | 167.31000 55245.76| 126.00000 41605.20| 134.00000 44246.80 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0073 715-05159 380.800 m | 278.86000 106189.89| 196.85000 74960.48| 196.00000 74636.80 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0074 715-05161 552.400 m | 333.08000 183993.39| 227.90000 125891.96| 224.00000 123737.60 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0075 715-05163 405.200 m | 495.26000 200679.35| 330.00000 133716.00| 304.00000 123180.80 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0076 715-05356 207.300 m | 854.35000 177106.76| 551.00000 114222.30| 817.00000 169364.10 PIPE, TYPE 2, DEFORMED, MIN. AREA 2.73 | | | m2 | | | 0077 715-05841 2.000 EACH| 675.22000 1350.44| 2500.00000 5000.00| 1650.00000 3300.00 CONCRETE ANCHOR, 1500 mm | | | 0078 715-06939 1.000 EACH| 724.45000 724.45| 3500.00000 3500.00| 1200.00000 1200.00 CONCRETE ANCHOR, MIN. AREA 2.73 m2 | | | 0079 715-46005 2.000 EACH| 400.78000 801.56| 350.00000 700.00| 225.00000 450.00 PIPE END SECTION, 375 mm | | | 0080 715-46030 1.000 EACH| 686.99000 686.99| 800.00000 800.00| 600.00000 600.00 PIPE END SECTION, 750 mm | | | 0081 715-46040 6.000 EACH| 956.64000 5739.84| 1190.00000 7140.00| 650.00000 3900.00 PIPE END SECTION, 900 mm | | | 0082 718-01044 397.000 m | 33.49000 13295.53| 27.70000 10996.90| 36.00000 14292.00 PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0083 718-06528 10.000 EACH| 653.44000 6534.40| 640.00000 6400.00| 600.00000 6000.00 OUTLET PROTECTOR, 1 | | | 0084 718-06531 6.000 EACH| 326.72000 1960.32| 640.00000 3840.00| 650.00000 3900.00 OUTLET PROTECTOR, 3 | | | 0085 718-06532 6260.000 m | 3.21000 20094.60| 2.00000 12520.00| 3.45000 21597.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0086 718-94889 1575.000 m3 | 32.56000 51282.00| 27.80000 43785.00| 24.75000 38981.25 AGGREGATE FOR UNDERDRAINS, 8 | | | 0088 720-01091 1.000 EACH| 2034.30000 2034.30| 1612.00000 1612.00| 1845.00000 1845.00 MANHOLE, C10, MODIFIED | | | 0089 720-03757 1.000 EACH| 2352.35000 2352.35| 2050.00000 2050.00| 2690.00000 2690.00 MANHOLE, C15 | | | 0090 720-44000 12.000 EACH| 314.74000 3776.88| 300.00000 3600.00| 670.00000 8040.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 720-45030 4.000 EACH| 1042.62000 4170.48| 842.00000 3368.00| 1300.00000 5200.00 INLET, E7 | | | 0092 720-45035 3.000 EACH| 899.86000 2699.58| 870.00000 2610.00| 1500.00000 4500.00 INLET, F7 | | | 0093 720-45045 41.000 EACH| 1162.96000 47681.36| 1150.00000 47150.00| 1200.00000 49200.00 INLET, J10 | | | 0094 720-45055 28.000 EACH| 1192.95000 33402.60| 1175.00000 32900.00| 1455.00000 40740.00 INLET, M10 | | | 0095 720-45075 2.000 EACH| 1269.85000 2539.70| 1195.00000 2390.00| 1140.00000 2280.00 INLET, R13 | | | 0096 720-45265 17.000 EACH| 625.66000 10636.22| 950.00000 16150.00| 800.00000 13600.00 PIPE CATCH BASIN, 375 mm | | | 0097 720-45270 2.000 EACH| 682.74000 1365.48| 1050.00000 2100.00| 825.00000 1650.00 PIPE CATCH BASIN, 450 mm | | | 0098 720-45410 33.000 EACH| 1961.46000 64728.18| 1450.00000 47850.00| 1165.00000 38445.00 MANHOLE, C4 | | | 0099 720-45415 25.000 EACH| 3777.40000 94435.00| 3745.00000 93625.00| 2500.00000 62500.00 MANHOLE, D4 | | | 0100 720-45416 17.000 EACH| 5681.52000 96585.84| 4915.00000 83555.00| 3800.00000 64600.00 MANHOLE, E4 | | | 0101 720-45430 5.000 EACH| 12212.86000 61064.30| 13000.00000 65000.00| 8500.00000 42500.00 MANHOLE, G4 | | | 0102 720-45605 1.500 m | 627.30000 940.95| 740.00000 1110.00| 2920.00000 4380.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0103 720-98174 24.000 EACH| 1651.04000 39624.96| 1582.00000 37968.00| 1650.00000 39600.00 INLET, B15 | | | 0104 720-98555 14.000 EACH| 1714.32000 24000.48| 1612.00000 22568.00| 1750.00000 24500.00 INLET, C15 | | | 0105 731-06223 601.000 m2 | 591.65000 355581.65| 595.00000 357595.00| 642.60000 386202.60 SOIL NAILED WALL | | | 0106 801-01504 20.000 EACH| 43.56000 871.20| 25.00000 500.00| 25.50000 510.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0107 801-01505 3.000 EACH| 54.45000 163.35| 45.00000 135.00| 45.90000 137.70 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0108 801-04308 46.000 EACH| 353.95000 16281.70| 50.00000 2300.00| 51.00000 2346.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0109 801-06203 12778.000 m | 0.25000 3194.50| 0.40000 5111.20| 0.41000 5238.98 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0110 801-06207 34250.000 m | 3.10000 106175.00| 1.85000 63362.50| 2.91000 99667.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 801-06216 141.000 m | 4.36000 614.76| 5.00000 705.00| 5.10000 719.10 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0112 801-06605 147.000 EACH| 136.13000 20011.11| 50.00000 7350.00| 51.00000 7497.00 BARRICADE, IIIA | | | 0113 801-06640 47.000 EACH| 103.46000 4862.62| 124.00000 5828.00| 126.48000 5944.56 CONSTRUCTION SIGN, A | | | 0114 801-06645 10.000 EACH| 49.01000 490.10| 35.00000 350.00| 35.70000 357.00 CONSTRUCTION SIGN, B | | | 0115 801-06710 1095.000 DAY | 9.04000 9898.80| 10.00000 10950.00| 15.30000 16753.50 FLASHING ARROW SIGN | | | 0116 801-06775 LUMP| 85442.98000 85442.98| 300000.00000 300000.00| 36631.63000 36631.63 MAINTAINING TRAFFIC | | | 0117 801-09133 4.000 EACH| 3082.07000 12328.28| 5000.00000 20000.00| 9588.00000 38352.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0118 802-02293 30.090 m3 | 506.57000 15242.69| 465.14000 13996.06| 474.44000 14275.90 CONCRETE, SIGN FOUNDATION | | | 0119 802-04893 2.000 EACH| 43.56000 87.12| 49.65000 99.30| 76.50000 153.00 REFERENCE POST | | | 0120 802-05701 67.600 m | 34.23000 2313.95| 31.43000 2124.67| 32.06000 2167.26 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0121 802-05702 78.000 m | 28.78000 2244.84| 26.43000 2061.54| 26.96000 2102.88 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0122 802-76015 80.730 m2 | 148.31000 11973.07| 136.18000 10993.81| 138.90000 11213.40 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0123 802-76025 3.210 m2 | 118.08000 379.04| 108.42000 348.03| 110.59000 354.99 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0124 802-76035 72.480 m2 | 126.05000 9136.10| 115.74000 8388.84| 118.05000 8556.26 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0125 802-76040 3.240 m2 | 133.77000 433.41| 122.83000 397.97| 125.29000 405.94 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0126 802-76095 570.060 kg | 4.28000 2439.86| 3.93000 2240.34| 4.01000 2285.94 STRUCTURAL STEEL, BREAKAWAY | | | 0127 802-99045 4.000 EACH| 77.84000 311.36| 71.47000 285.88| 72.90000 291.60 SIGN REMOUNTING | | | 0128 803-02310 2591.000 kg | 3.02000 7824.82| 2.77000 7177.07| 2.83000 7332.53 REINFORCING STEEL, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 803-76125 1.000 EACH| 6228.87000 6228.87| 5719.44000 5719.44| 5833.83000 5833.83 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0130 803-76140 4.000 EACH| 12175.20000 48700.80| 11179.44000 44717.76| 11403.03000 45612.12 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0131 803-76175 14.400 m | 537.58000 7741.15| 493.61000 7107.98| 503.48000 7250.11 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0132 804-06771 65.000 EACH| 27.23000 1769.95| 18.00000 1170.00| 18.36000 1193.40 DELINEATOR POST, FLEXIBLE | | | 0133 805-01815 12.000 EACH| 1614.48000 19373.76| 1482.44000 17789.28| 1512.09000 18145.08 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0134 805-01842 7.000 EACH| 706.65000 4946.55| 648.86000 4542.02| 661.84000 4632.88 HANDHOLE, SIGNAL | | | 0135 805-02087 LUMP| 1556.76000 1556.76| 1429.44000 1429.44| 1458.03000 1458.03 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0136 805-02658 1000.000 m | 4.20000 4200.00| 3.86000 3860.00| 3.94000 3940.00 CABLE, COAXIAL | | | 0137 805-04782 3.000 EACH| 25592.98000 76778.94| 23499.84000 70499.52| 23969.84000 71909.52 VIDEO VEHICLE DETECTOR SYSTEM | | | 0138 805-05006 415.000 m | 14.14000 5868.10| 12.98000 5386.70| 13.24000 5494.60 FIBER OPTICS CABLE, FIGURE 8 | | | 0139 805-06592 620.000 m | 37.13000 23020.60| 34.09000 21135.80| 34.77000 21557.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0140 805-78106 1.000 EACH| 10192.62000 10192.62| 9359.01000 9359.01| 9546.19000 9546.19 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE FIBER OPTIC | | | 0141 805-78109 2.000 EACH| 8556.18000 17112.36| 7856.41000 15712.82| 8013.54000 16027.08 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE FIBER OPTIC | | | 0142 805-78205 22.000 EACH| 331.79000 7299.38| 304.65000 6702.30| 310.74000 6836.28 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0143 805-78215 12.000 EACH| 331.79000 3981.48| 304.65000 3655.80| 310.74000 3728.88 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0144 805-78415 10.000 EACH| 1616.96000 16169.60| 1484.72000 14847.20| 1514.41000 15144.10 SPAN, CATENARY, AND TETHER | | | 0145 805-78420 12.000 EACH| 180.86000 2170.32| 166.07000 1992.84| 169.39000 2032.68 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 805-78445 3.000 EACH| 538.94000 1616.82| 494.86000 1484.58| 504.76000 1514.28 SIGNAL SERVICE | | | 0147 805-78467 57.000 m | 4.80000 273.60| 4.41000 251.37| 4.50000 256.50 SIGNAL CABLE, 3C 8GA. | | | 0148 805-78480 1000.000 m | 3.25000 3250.00| 2.98000 2980.00| 3.04000 3040.00 SIGNAL CABLE, 3C 14GA. | | | 0149 805-78485 650.000 m | 3.49000 2268.50| 3.20000 2080.00| 3.26000 2119.00 SIGNAL CABLE, 5C 14GA. | | | 0150 805-78490 660.000 m | 3.84000 2534.40| 3.53000 2329.80| 3.60000 2376.00 SIGNAL CABLE, 7C 14GA. | | | 0151 805-78784 55.000 EACH| 1.09000 59.95| 1.00000 55.00| 1.02000 56.10 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0152 805-78925 3.000 EACH| 1077.87000 3233.61| 989.72000 2969.16| 1009.51000 3028.53 CONTROLLER CABINET FOUNDATION, P1 | | | 0153 805-81060 12.000 EACH| 3084.64000 37015.68| 2832.36000 33988.32| 2889.01000 34668.12 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0154 805-86810 3.000 EACH| 3737.44000 11212.32| 3431.77000 10295.31| 3500.41000 10501.23 SERVICE POINT, II | | | 0155 805-86889 780.000 m | 1.51000 1177.80| 1.39000 1084.20| 1.42000 1107.60 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0156 805-86920 57.000 EACH| 5.63000 320.91| 5.17000 294.69| 5.27000 300.39 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0157 805-86925 12.000 EACH| 19.05000 228.60| 17.49000 209.88| 17.84000 214.08 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0158 805-86930 34.000 EACH| 7.43000 252.62| 6.82000 231.88| 6.96000 236.64 INSULATING LINK, NOT WATERPROOFED | | | 0159 805-86935 20.000 EACH| 18.63000 372.60| 17.11000 342.20| 17.45000 349.00 INSULATING LINK, WATERPROOFED | | | 0160 805-86955 13.000 EACH| 197.60000 2568.80| 181.44000 2358.72| 185.07000 2405.91 CABLE DUCT MARKER | | | 0161 805-95296 LUMP| 9340.54000 9340.54| 8576.62000 8576.62| 8748.15000 8748.15 SIGNAL HEADS, TEMPORARY, INSTALL | | | 0162 805-98335 3050.000 m | 11.99000 36569.50| 11.01000 33580.50| 11.23000 34251.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0163 805-98336 125.000 m | 11.99000 1498.75| 11.01000 1376.25| 11.23000 1403.75 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0164 807-04309 1.000 EACH| 2036.56000 2036.56| 1870.00000 1870.00| 1907.40000 1907.40 PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0165 807-04779 21.000 EACH| 634.81000 13331.01| 582.89000 12240.69| 594.55000 12485.55 CONCRETE FOUNDATION WITH GROUNDING , | | | 760 mm X 760 mm X 2450 mm | | | 0166 807-78590 5.000 EACH| 342.55000 1712.75| 314.53000 1572.65| 320.82000 1604.10 HANDHOLE | | | 0167 807-82016 4.000 EACH| 641.90000 2567.60| 589.40000 2357.60| 601.19000 2404.76 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0168 807-82054 2.000 EACH| 652.68000 1305.36| 599.30000 1198.60| 611.29000 1222.58 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0169 807-84752 4.000 EACH| 1008.62000 4034.48| 926.13000 3704.52| 944.65000 3778.60 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0170 807-84814 17.000 EACH| 1160.76000 19732.92| 1065.83000 18119.11| 1087.15000 18481.55 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0171 807-86620 21.000 EACH| 221.59000 4653.39| 203.47000 4272.87| 207.54000 4358.34 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0172 807-86665 24.000 EACH| 515.10000 12362.40| 472.97000 11351.28| 482.43000 11578.32 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0173 807-86750 8.000 EACH| 431.24000 3449.92| 395.97000 3167.76| 403.89000 3231.12 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0174 807-86790 8.000 EACH| 407.28000 3258.24| 373.97000 2991.76| 381.45000 3051.60 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0175 807-86910 25.000 EACH| 33.30000 832.50| 30.58000 764.50| 31.19000 779.75 CONNECTOR KIT, UNFUSED | | | 0176 807-86915 29.000 EACH| 34.50000 1000.50| 31.68000 918.72| 32.31000 936.99 CONNECTOR KIT, FUSED | | | 0177 807-86950 31.000 EACH| 56.28000 1744.68| 51.68000 1602.08| 52.71000 1634.01 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0178 807-97619 4.000 EACH| 6917.86000 27671.44| 6352.08000 25408.32| 6479.12000 25916.48 HIGH MAST TOWER, RETROFIT | | | 0179 808-01468 57.000 m | 35.94000 2048.58| 33.00000 1881.00| 33.66000 1918.62 LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 808-01503 8.000 m | 38.12000 304.96| 35.00000 280.00| 35.70000 285.60 LINE, EPOXY, BROKEN, YELLOW, 150 mm, | | | 600 mm LINE, 1200 MM GAP | | | 0181 808-03002 1270.000 m | 2.23000 2832.10| 2.05000 2603.50| 2.09000 2654.30 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0182 808-03631 3260.000 m | 2.23000 7269.80| 2.05000 6683.00| 2.09000 6813.40 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0183 808-03632 3294.000 m | 2.23000 7345.62| 2.05000 6752.70| 2.09000 6884.46 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0184 808-04896 490.000 m | 2.23000 1092.70| 2.05000 1004.50| 2.09000 1024.10 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0185 808-05534 722.000 m | 4.47000 3227.34| 4.10000 2960.20| 4.18000 3017.96 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0186 808-05535 44.000 m | 32.67000 1437.48| 30.00000 1320.00| 30.60000 1346.40 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0187 808-06701 215.000 m | 1.09000 234.35| 1.50000 322.50| 1.53000 328.95 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0188 808-06711 102.000 m | 0.75000 76.50| 0.50000 51.00| 0.51000 52.02 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0189 808-06712 57.000 m | 0.75000 42.75| 0.50000 28.50| 0.51000 29.07 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0190 808-06713 30.000 m | 0.75000 22.50| 0.50000 15.00| 0.51000 15.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0191 808-06714 940.000 m | 0.75000 705.00| 0.50000 470.00| 0.51000 479.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0192 808-06723 2.000 EACH| 59.90000 119.80| 25.00000 50.00| 25.50000 51.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0193 808-74805 259.000 m | 32.67000 8461.53| 30.00000 7770.00| 30.60000 7925.40 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0194 808-74807 60.000 EACH| 206.92000 12415.20| 190.00000 11400.00| 193.80000 11628.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0195 808-74808 47.000 EACH| 261.38000 12284.86| 240.00000 11280.00| 244.80000 11505.60 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0196 808-75090 22.000 m | 10.89000 239.58| 3.33000 73.26| 3.40000 74.80 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 808-75205 485.000 m | 1.09000 528.65| 1.50000 727.50| 1.53000 742.05 LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0198 808-75245 543.000 m | 1.09000 591.87| 1.50000 814.50| 1.53000 830.79 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0199 808-75274 60.000 m | 10.89000 653.40| 5.50000 330.00| 5.61000 336.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 300mm | | | 0200 808-75320 8.000 EACH| 65.34000 522.72| 45.00000 360.00| 45.90000 367.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0201 808-75325 8.000 EACH| 81.68000 653.44| 55.00000 440.00| 56.10000 448.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0202 808-75996 219.000 EACH| 10.89000 2384.91| 5.00000 1095.00| 3.37000 738.03 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0203 808-75998 825.000 EACH| 22.33000 18422.25| 21.50000 17737.50| 20.91000 17250.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0204 621-01882 4000.000 kg | 8.89000 35560.00| 8.16000 32640.00| 8.32000 33280.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0205 501-06727 LUMP| 2140.24000 2140.24| 2000.00000 2000.00| 3735.59000 3735.59 CORING, PCCP | | | 0206 602-06646 127.000 m | 66.68000 8468.36| 65.00000 8255.00| 72.19000 9168.13 TEMPORARY CONCRETE BARRIER | | | 0208 205-06938 100.000 m | 51.45000 5145.00| 20.00000 2000.00| 15.00000 1500.00 TEMPORARY SLOPE DRAIN | | | 0209 202-60820 1200.000 m2 | 0.98000 1176.00| 5.05000 6060.00| 5.03000 6036.00 SURFACE MILLING, ASPHALT | | | 0210 202-60822 600.000 m2 | 2.27000 1362.00| 5.05000 3030.00| 9.68000 5808.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0211 303-52308 19023.000 Mg | 6.79000 129166.17| 9.30000 176913.90| 12.21000 232270.83 COMPACTED AGGREGATE, O, 53 , RECYCLED | | | 0212 202-03000 LUMP| 108.91000 108.91| 500.00000 500.00| 1200.00000 1200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0213 202-03000 LUMP| 108.91000 108.91| 250.00000 250.00| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0175870 |(3) 35-1139301 |TSCHUOR, GALE COMPANY, INC. |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0214 202-03000 LUMP| 108.91000 108.91| 4800.00000 4800.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 90 | | | 0215 202-03135 1.394 m2 | 390.63000 544.54| 200.00000 278.80| 645.00000 899.13 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 9,560,509.71| $ 9,576,827.61| $ 9,966,769.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,560,509.71| $ 9,576,827.61| $ 9,966,769.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 24.000 MOS | 1600.00000 38400.00| 1700.00000 40800.00| 2500.00000 60000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 143600.00000 143600.00| 150000.00000 150000.00| 200000.00000 200000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 505750.00000 505750.00| 510000.00000 510000.00| 520000.00000 520000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 252000.00000 252000.00| 250000.00000 250000.00| 160000.00000 160000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 28934.000 m2 | 7.81000 225974.54| 7.00000 202538.00| 5.27000 152482.18 PAVEMENT, REMOVE | | | 0006 202-03783 4.000 EACH| 285.89000 1143.56| 300.00000 1200.00| 288.78000 1155.12 SIGN, PANEL, REMOVE | | | 0007 202-04089 74.000 EACH| 71.47000 5288.78| 74.00000 5476.00| 72.19000 5342.06 SHEET SIGN, REMOVE | | | 0008 202-51368 752.000 m2 | 15.00000 11280.00| 16.00000 12032.00| 15.39000 11573.28 SLOPEWALL, REMOVE | | | 0009 202-74080 1.000 EACH| 428.83000 428.83| 440.00000 440.00| 433.16000 433.16 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0010 202-78515 LUMP| 2858.87000 2858.87| 2700.00000 2700.00| 2887.74000 2887.74 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-93763 21.000 EACH| 137.23000 2881.83| 140.00000 2940.00| 138.62000 2911.02 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0012 202-95579 3.000 EACH| 357.36000 1072.08| 370.00000 1110.00| 360.97000 1082.91 SERVICE POINT, REMOVE | | | 0013 203-02000 71759.000 m3 | 7.50000 538192.50| 7.50000 538192.50| 10.28000 737682.52 EXCAVATION, COMMON | | | 0014 203-02020 212.000 m3 | 65.00000 13780.00| 67.00000 14204.00| 57.96000 12287.52 EXCAVATION, UNCLASSIFIED | | | 0015 205-02224 1800.000 m | 4.98000 8964.00| 6.20000 11160.00| 5.03000 9054.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02227 1490.000 m | 3.25000 4842.50| 3.40000 5066.00| 7.34000 10936.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0017 205-02231 420.000 m | 70.00000 29400.00| 73.00000 30660.00| 46.30000 19446.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0018 205-02232 155.000 m3 | 400.00000 62000.00| 410.00000 63550.00| 13.41000 2078.55 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02236 26.000 EACH| 55.00000 1430.00| 58.00000 1508.00| 55.56000 1444.56 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 205-02237 110.000 EACH| 25.00000 2750.00| 27.00000 2970.00| 25.25000 2777.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 211-02060 10781.000 m3 | 17.00000 183277.00| 18.00000 194058.00| 19.81000 213571.61 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 37986.000 Mg | 11.06000 420125.16| 13.00000 493818.00| 11.41000 433420.26 COMPACTED AGGREGATE, O, 53 | | | 0024 304-06464 16888.000 m3 | 31.56000 532985.28| 33.00000 557304.00| 34.31000 579427.28 SUBBASE FOR PCCP | | | 0025 305-05206 8273.000 Mg | 67.88000 561571.24| 50.00000 413650.00| 45.54000 376752.42 WIDENING WITH HMA | | | 0026 401-05437 3450.000 Mg | 36.87000 127201.50| 35.00000 120750.00| 37.00000 127650.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 1424.000 Mg | 39.91000 56831.84| 37.00000 52688.00| 48.00000 68352.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 647.000 Mg | 50.01000 32356.47| 55.00000 35585.00| 105.00000 67935.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-05459 310.000 Mg | 38.48000 11928.80| 44.00000 13640.00| 41.00000 12710.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0030 401-05464 81.000 Mg | 56.77000 4598.37| 58.00000 4698.00| 85.00000 6885.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0031 401-06264 LUMP| 1500.00000 1500.00| 800.00000 800.00| 3500.00000 3500.00 PROFILOGRAPH, HMA | | | 0032 402-05470 1284.000 Mg | 37.21000 47777.64| 31.00000 39804.00| 35.00000 44940.00 HMA BASE C25.0 mm, MAINLINE | | | 0033 402-05495 1250.000 Mg | 43.70000 54625.00| 46.00000 57500.00| 38.00000 47500.00 HMA WEDGE AND LEVEL | | | 0034 406-05520 8.800 Mg | 217.72000 1915.94| 180.00000 1584.00| 350.00000 3080.00 ASPHALT FOR TACK COAT | | | 0035 501-03707 180.000 m2 | 85.75000 15435.00| 49.00000 8820.00| 88.00000 15840.00 RAISED CORRUGATED ISLAND, CONCRETE | | | 0036 501-04635 1945.000 m | 4.17000 8110.65| 4.20000 8169.00| 3.06000 5951.70 MILLED CONCRETE SHOULDER CORRUGATIONS | | | 0037 501-05240 11403.000 m | 21.40000 244024.20| 22.00000 250866.00| 22.00000 250866.00 CONTRACTION JOINT, D1 | | | 0038 501-06266 LUMP| 14272.27000 14272.27| 5700.00000 5700.00| 15000.00000 15000.00 PROFILOGRAPH, PCCP | | | 0039 501-06324 60672.000 m2 | 39.34000 2386836.48| 42.00000 2548224.00| 41.50000 2517888.00 QC/QA PCCP, 325 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-06224 2.000 EACH| 31400.00000 62800.00| 33000.00000 66000.00| 33232.29000 66464.58 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0041 604-06069 70.000 m2 | 91.13000 6379.10| 43.00000 3010.00| 68.11000 4767.70 CURB RAMP, CONCRETE | | | 0042 604-06070 4843.000 m2 | 23.84000 115457.12| 24.00000 116232.00| 30.74000 148873.82 SIDEWALK, CONCRETE | | | 0043 605-06100 2778.000 m | 29.37000 81589.86| 23.00000 63894.00| 30.00000 83340.00 CURB, INTEGRAL, C, CONCRETE | | | 0044 605-06120 50.000 m | 69.77000 3488.50| 49.00000 2450.00| 85.00000 4250.00 CURB, CONCRETE | | | 0045 605-06150 585.000 m | 42.22000 24698.70| 62.00000 36270.00| 55.19000 32286.15 CURB AND GUTTER, C, CONCRETE Type C | | | 0046 605-06250 1393.000 m2 | 58.56000 81574.08| 66.00000 91938.00| 60.00000 83580.00 CENTER CURB, C, CONCRETE | | | 0047 610-05527 292.000 Mg | 75.69000 22101.48| 59.00000 17228.00| 85.00000 24820.00 HMA FOR APPROACHES | | | 0048 611-05330 2730.000 m2 | 34.22000 93420.60| 37.00000 101010.00| 43.09000 117635.70 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 611-06497 5.000 EACH| 110.00000 550.00| 110.00000 550.00| 176.77000 883.85 MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 64.000 EACH| 95.00000 6080.00| 98.00000 6272.00| 110.10000 7046.40 RIGHT OF WAY MARKER | | | 0051 615-06510 11.000 EACH| 305.00000 3355.00| 320.00000 3520.00| 409.09000 4499.99 MONUMENT, C | | | 0052 615-06515 15.000 EACH| 70.00000 1050.00| 73.00000 1095.00| 102.02000 1530.30 MONUMENT, D | | | 0053 615-06527 1.000 EACH| 495.00000 495.00| 510.00000 510.00| 308.08000 308.08 MONUMENT, SECTION CORNER | | | 0054 616-02320 352.000 m2 | 2.50000 880.00| 2.60000 915.20| 2.54000 894.08 GEOTEXTILES | | | 0055 616-06405 178.000 Mg | 21.00000 3738.00| 22.00000 3916.00| 28.51000 5074.78 RIPRAP, REVETMENT | | | 0056 621-01004 16.000 EACH| 575.00000 9200.00| 600.00000 9600.00| 580.81000 9292.96 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06545 14.900 Mg | 586.00000 8731.40| 610.00000 9089.00| 591.92000 8819.61 FERTILIZER | | | 0058 621-06548 11.000 kg | 49.50000 544.50| 51.00000 561.00| 50.00000 550.00 SEED MIXTURE, CV | | | 0059 621-06553 1020.000 kg | 6.17000 6293.40| 6.40000 6528.00| 6.23000 6354.60 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 621-06565 224.000 Mg | 448.00000 100352.00| 460.00000 103040.00| 452.52000 101364.48 MULCHING MATERIAL | | | 0061 621-06567 780.000 kL | 0.53000 413.40| 0.55000 429.00| 0.54000 421.20 WATER | | | 0062 621-06574 43372.000 m2 | 3.02000 130983.44| 3.10000 134453.20| 3.05000 132284.60 SODDING | | | 0063 702-94656 2.200 m3 | 800.00000 1760.00| 500.00000 1100.00| 1023.05000 2250.71 CONCRETE, B | | | 0064 703-01540 45.000 EACH| 45.00000 2025.00| 14.00000 630.00| 15.12000 680.40 THREADED TIE BAR ASSEMBLY | | | 0065 714-26702 48.000 m | 1100.00000 52800.00| 1100.00000 52800.00| 812.83000 39015.84 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0066 715-05019 100.700 m | 200.00000 20140.00| 210.00000 21147.00| 174.20000 17541.94 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0067 715-05024 396.000 m | 200.00000 79200.00| 210.00000 83160.00| 157.10000 62211.60 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0068 715-05048 6260.000 m | 6.81000 42630.60| 6.70000 41942.00| 6.57000 41128.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05151 1445.300 m | 85.00000 122850.50| 88.00000 127186.40| 75.36000 108917.81 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0070 715-05152 735.700 m | 100.00000 73570.00| 100.00000 73570.00| 88.68000 65241.88 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0071 715-05154 608.000 m | 115.00000 69920.00| 120.00000 72960.00| 67.26000 40894.08 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0072 715-05156 330.200 m | 145.00000 47879.00| 150.00000 49530.00| 137.79000 45498.26 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0073 715-05159 380.800 m | 215.00000 81872.00| 200.00000 76160.00| 197.88000 75352.70 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0074 715-05161 552.400 m | 145.00000 80098.00| 150.00000 82860.00| 237.33000 131101.09 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0075 715-05163 405.200 m | 325.00000 131690.00| 340.00000 137768.00| 351.71000 142512.89 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0076 715-05356 207.300 m | 170.00000 35241.00| 180.00000 37314.00| 798.32000 165491.74 PIPE, TYPE 2, DEFORMED, MIN. AREA 2.73 | | | m2 | | | 0077 715-05841 2.000 EACH| 2800.00000 5600.00| 2900.00000 5800.00| 1272.28000 2544.56 CONCRETE ANCHOR, 1500 mm | | | 0078 715-06939 1.000 EACH| 2800.00000 2800.00| 2900.00000 2900.00| 2622.04000 2622.04 CONCRETE ANCHOR, MIN. AREA 2.73 m2 | | | 0079 715-46005 2.000 EACH| 480.00000 960.00| 500.00000 1000.00| 313.68000 627.36 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-46030 1.000 EACH| 765.00000 765.00| 790.00000 790.00| 610.61000 610.61 PIPE END SECTION, 750 mm | | | 0081 715-46040 6.000 EACH| 1050.00000 6300.00| 1100.00000 6600.00| 725.25000 4351.50 PIPE END SECTION, 900 mm | | | 0082 718-01044 397.000 m | 39.68000 15752.96| 32.00000 12704.00| 31.06000 12330.82 PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0083 718-06528 10.000 EACH| 185.00000 1850.00| 620.00000 6200.00| 606.06000 6060.60 OUTLET PROTECTOR, 1 | | | 0084 718-06531 6.000 EACH| 255.00000 1530.00| 310.00000 1860.00| 303.03000 1818.18 OUTLET PROTECTOR, 3 | | | 0085 718-06532 6260.000 m | 3.00000 18780.00| 3.10000 19406.00| 2.98000 18654.80 VIDEO INSPECTION FOR UNDERDRAINS | | | 0086 718-94889 1575.000 m3 | 33.26000 52384.50| 31.00000 48825.00| 30.20000 47565.00 AGGREGATE FOR UNDERDRAINS, 8 | | | 0088 720-01091 1.000 EACH| 3830.00000 3830.00| 4000.00000 4000.00| 1462.96000 1462.96 MANHOLE, C10, MODIFIED | | | 0089 720-03757 1.000 EACH| 1350.00000 1350.00| 1400.00000 1400.00| 1759.26000 1759.26 MANHOLE, C15 | | | 0090 720-44000 12.000 EACH| 250.00000 3000.00| 260.00000 3120.00| 395.04000 4740.48 CASTING, ADJUST TO GRADE | | | 0091 720-45030 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 940.72000 3762.88 INLET, E7 | | | 0092 720-45035 3.000 EACH| 1100.00000 3300.00| 1100.00000 3300.00| 940.72000 2822.16 INLET, F7 | | | 0093 720-45045 41.000 EACH| 1100.00000 45100.00| 1100.00000 45100.00| 1139.67000 46726.47 INLET, J10 | | | 0094 720-45055 28.000 EACH| 1200.00000 33600.00| 1200.00000 33600.00| 1139.67000 31910.76 INLET, M10 | | | 0095 720-45075 2.000 EACH| 1250.00000 2500.00| 1300.00000 2600.00| 1178.84000 2357.68 INLET, R13 | | | 0096 720-45265 17.000 EACH| 550.00000 9350.00| 570.00000 9690.00| 351.24000 5971.08 PIPE CATCH BASIN, 375 mm | | | 0097 720-45270 2.000 EACH| 600.00000 1200.00| 620.00000 1240.00| 377.43000 754.86 PIPE CATCH BASIN, 450 mm | | | 0098 720-45410 33.000 EACH| 1300.00000 42900.00| 1300.00000 42900.00| 1343.38000 44331.54 MANHOLE, C4 | | | 0099 720-45415 25.000 EACH| 1400.00000 35000.00| 1500.00000 37500.00| 2260.87000 56521.75 MANHOLE, D4 | | | 0100 720-45416 17.000 EACH| 1300.00000 22100.00| 1300.00000 22100.00| 2925.44000 49732.48 MANHOLE, E4 | | | 0101 720-45430 5.000 EACH| 1350.00000 6750.00| 1400.00000 7000.00| 7719.03000 38595.15 MANHOLE, G4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 720-45605 1.500 m | 1765.00000 2647.50| 1800.00000 2700.00| 1120.89000 1681.34 MANHOLE, RECONSTRUCT STRUCTURE | | | 0103 720-98174 24.000 EACH| 1500.00000 36000.00| 1600.00000 38400.00| 1401.15000 33627.60 INLET, B15 | | | 0104 720-98555 14.000 EACH| 1650.00000 23100.00| 1700.00000 23800.00| 1481.48000 20740.72 INLET, C15 | | | 0105 731-06223 601.000 m2 | 630.00000 378630.00| 630.00000 378630.00| 632.52000 380144.52 SOIL NAILED WALL | | | 0106 801-01504 20.000 EACH| 25.00000 500.00| 26.00000 520.00| 40.40000 808.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0107 801-01505 3.000 EACH| 45.00000 135.00| 47.00000 141.00| 50.51000 151.53 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0108 801-04308 46.000 EACH| 50.00000 2300.00| 52.00000 2392.00| 50.51000 2323.46 ROAD CLOSURE SIGN ASSEMBLY | | | 0109 801-06203 12778.000 m | 0.40000 5111.20| 0.41000 5238.98| 0.23000 2938.94 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0110 801-06207 34250.000 m | 2.85000 97612.50| 3.00000 102750.00| 2.88000 98640.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0111 801-06216 141.000 m | 5.00000 705.00| 5.20000 733.20| 4.04000 569.64 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0112 801-06605 147.000 EACH| 50.00000 7350.00| 52.00000 7644.00| 50.51000 7424.97 BARRICADE, IIIA | | | 0113 801-06640 47.000 EACH| 124.00000 5828.00| 130.00000 6110.00| 125.25000 5886.75 CONSTRUCTION SIGN, A | | | 0114 801-06645 10.000 EACH| 35.00000 350.00| 36.00000 360.00| 35.35000 353.50 CONSTRUCTION SIGN, B | | | 0115 801-06710 1095.000 DAY | 15.00000 16425.00| 16.00000 17520.00| 15.15000 16589.25 FLASHING ARROW SIGN | | | 0116 801-06775 LUMP| 192500.00000 192500.00| 200000.00000 200000.00| 155888.88000 155888.88 MAINTAINING TRAFFIC | | | 0117 801-09133 4.000 EACH| 9400.00000 37600.00| 9700.00000 38800.00| 9494.94000 37979.76 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0118 802-02293 30.090 m3 | 465.14000 13996.06| 480.00000 14443.20| 469.84000 14137.49 CONCRETE, SIGN FOUNDATION | | | 0119 802-04893 2.000 EACH| 50.00000 100.00| 78.00000 156.00| 50.51000 101.02 REFERENCE POST | | | 0120 802-05701 67.600 m | 31.43000 2124.67| 33.00000 2230.80| 31.75000 2146.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 802-05702 78.000 m | 26.43000 2061.54| 27.00000 2106.00| 26.70000 2082.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0122 802-76015 80.730 m2 | 136.18000 10993.81| 140.00000 11302.20| 137.56000 11105.22 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0123 802-76025 3.210 m2 | 108.42000 348.03| 110.00000 353.10| 109.52000 351.56 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0124 802-76035 72.480 m2 | 115.74000 8388.84| 120.00000 8697.60| 116.91000 8473.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0125 802-76040 3.240 m2 | 122.83000 397.97| 130.00000 421.20| 124.07000 401.99 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0126 802-76095 570.060 kg | 3.93000 2240.34| 4.10000 2337.25| 3.97000 2263.14 STRUCTURAL STEEL, BREAKAWAY | | | 0127 802-99045 4.000 EACH| 71.47000 285.88| 74.00000 296.00| 72.19000 288.76 SIGN REMOUNTING | | | 0128 803-02310 2591.000 kg | 2.77000 7177.07| 2.90000 7513.90| 2.80000 7254.80 REINFORCING STEEL, SIGN FOUNDATION | | | 0129 803-76125 1.000 EACH| 5719.44000 5719.44| 5900.00000 5900.00| 5777.21000 5777.21 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0130 803-76140 4.000 EACH| 11179.44000 44717.76| 12000.00000 48000.00| 11292.35000 45169.40 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0131 803-76175 14.400 m | 493.61000 7107.98| 510.00000 7344.00| 498.60000 7179.84 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0132 804-06771 65.000 EACH| 20.00000 1300.00| 19.00000 1235.00| 21.21000 1378.65 DELINEATOR POST, FLEXIBLE | | | 0133 805-01815 12.000 EACH| 1482.44000 17789.28| 1500.00000 18000.00| 1497.41000 17968.92 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0134 805-01842 7.000 EACH| 648.86000 4542.02| 670.00000 4690.00| 655.41000 4587.87 HANDHOLE, SIGNAL | | | 0135 805-02087 LUMP| 1429.44000 1429.44| 1500.00000 1500.00| 1443.88000 1443.88 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0136 805-02658 1000.000 m | 3.86000 3860.00| 4.00000 4000.00| 3.90000 3900.00 CABLE, COAXIAL | | | 0137 805-04782 3.000 EACH| 23499.84000 70499.52| 24000.00000 72000.00| 23737.19000 71211.57 VIDEO VEHICLE DETECTOR SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 805-05006 415.000 m | 12.98000 5386.70| 13.00000 5395.00| 13.11000 5440.65 FIBER OPTICS CABLE, FIGURE 8 | | | 0139 805-06592 620.000 m | 34.09000 21135.80| 35.00000 21700.00| 34.43000 21346.60 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0140 805-78106 1.000 EACH| 9359.01000 9359.01| 9700.00000 9700.00| 9453.54000 9453.54 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE FIBER OPTIC | | | 0141 805-78109 2.000 EACH| 7856.41000 15712.82| 8100.00000 16200.00| 7935.76000 15871.52 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE FIBER OPTIC | | | 0142 805-78205 22.000 EACH| 304.65000 6702.30| 320.00000 7040.00| 307.73000 6770.06 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0143 805-78215 12.000 EACH| 304.65000 3655.80| 320.00000 3840.00| 307.73000 3692.76 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0144 805-78415 10.000 EACH| 1484.72000 14847.20| 1500.00000 15000.00| 1499.72000 14997.20 SPAN, CATENARY, AND TETHER | | | 0145 805-78420 12.000 EACH| 166.07000 1992.84| 170.00000 2040.00| 167.75000 2013.00 DISCONNECT HANGER | | | 0146 805-78445 3.000 EACH| 494.86000 1484.58| 510.00000 1530.00| 499.86000 1499.58 SIGNAL SERVICE | | | 0147 805-78467 57.000 m | 4.41000 251.37| 4.60000 262.20| 4.45000 253.65 SIGNAL CABLE, 3C 8GA. | | | 0148 805-78480 1000.000 m | 2.98000 2980.00| 3.10000 3100.00| 3.01000 3010.00 SIGNAL CABLE, 3C 14GA. | | | 0149 805-78485 650.000 m | 3.20000 2080.00| 3.30000 2145.00| 3.23000 2099.50 SIGNAL CABLE, 5C 14GA. | | | 0150 805-78490 660.000 m | 3.53000 2329.80| 3.70000 2442.00| 3.57000 2356.20 SIGNAL CABLE, 7C 14GA. | | | 0151 805-78784 55.000 EACH| 1.00000 55.00| 1.00000 55.00| 1.01000 55.55 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0152 805-78925 3.000 EACH| 989.72000 2969.16| 1000.00000 3000.00| 999.72000 2999.16 CONTROLLER CABINET FOUNDATION, P1 | | | 0153 805-81060 12.000 EACH| 2832.36000 33988.32| 2900.00000 34800.00| 2860.97000 34331.64 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0154 805-86810 3.000 EACH| 3431.77000 10295.31| 3600.00000 10800.00| 3466.43000 10399.29 SERVICE POINT, II | | | 0155 805-86889 780.000 m | 1.39000 1084.20| 1.40000 1092.00| 1.40000 1092.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0156 805-86920 57.000 EACH| 5.17000 294.69| 5.40000 307.80| 5.22000 297.54 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0157 805-86925 12.000 EACH| 17.49000 209.88| 18.00000 216.00| 17.67000 212.04 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0158 805-86930 34.000 EACH| 6.82000 231.88| 7.10000 241.40| 6.89000 234.26 INSULATING LINK, NOT WATERPROOFED | | | 0159 805-86935 20.000 EACH| 17.11000 342.20| 18.00000 360.00| 17.28000 345.60 INSULATING LINK, WATERPROOFED | | | 0160 805-86955 13.000 EACH| 181.44000 2358.72| 190.00000 2470.00| 183.27000 2382.51 CABLE DUCT MARKER | | | 0161 805-95296 LUMP| 8576.62000 8576.62| 8900.00000 8900.00| 8663.24000 8663.24 SIGNAL HEADS, TEMPORARY, INSTALL | | | 0162 805-98335 3050.000 m | 11.01000 33580.50| 11.00000 33550.00| 11.12000 33916.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0163 805-98336 125.000 m | 11.01000 1376.25| 11.00000 1375.00| 11.12000 1390.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0164 807-04309 1.000 EACH| 1870.00000 1870.00| 1900.00000 1900.00| 1888.89000 1888.89 PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0165 807-04779 21.000 EACH| 582.89000 12240.69| 600.00000 12600.00| 588.78000 12364.38 CONCRETE FOUNDATION WITH GROUNDING , | | | 760 mm X 760 mm X 2450 mm | | | 0166 807-78590 5.000 EACH| 314.53000 1572.65| 330.00000 1650.00| 317.71000 1588.55 HANDHOLE | | | 0167 807-82016 4.000 EACH| 589.40000 2357.60| 610.00000 2440.00| 595.35000 2381.40 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0168 807-82054 2.000 EACH| 599.30000 1198.60| 620.00000 1240.00| 605.36000 1210.72 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0169 807-84752 4.000 EACH| 926.13000 3704.52| 960.00000 3840.00| 935.49000 3741.96 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0170 807-84814 17.000 EACH| 1065.83000 18119.11| 1100.00000 18700.00| 1076.59000 18302.03 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0171 807-86620 21.000 EACH| 203.47000 4272.87| 210.00000 4410.00| 205.53000 4316.13 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 807-86665 24.000 EACH| 472.97000 11351.28| 490.00000 11760.00| 477.75000 11466.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0173 807-86750 8.000 EACH| 395.97000 3167.76| 410.00000 3280.00| 399.97000 3199.76 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0174 807-86790 8.000 EACH| 373.97000 2991.76| 390.00000 3120.00| 377.75000 3022.00 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0175 807-86910 25.000 EACH| 30.58000 764.50| 32.00000 800.00| 30.89000 772.25 CONNECTOR KIT, UNFUSED | | | 0176 807-86915 29.000 EACH| 31.68000 918.72| 33.00000 957.00| 32.00000 928.00 CONNECTOR KIT, FUSED | | | 0177 807-86950 31.000 EACH| 51.68000 1602.08| 54.00000 1674.00| 52.20000 1618.20 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0178 807-97619 4.000 EACH| 6352.08000 25408.32| 6600.00000 26400.00| 6416.24000 25664.96 HIGH MAST TOWER, RETROFIT | | | 0179 808-01468 57.000 m | 33.00000 1881.00| 34.00000 1938.00| 33.33000 1899.81 LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0180 808-01503 8.000 m | 35.00000 280.00| 36.00000 288.00| 35.35000 282.80 LINE, EPOXY, BROKEN, YELLOW, 150 mm, | | | 600 mm LINE, 1200 MM GAP | | | 0181 808-03002 1270.000 m | 2.05000 2603.50| 2.10000 2667.00| 2.07000 2628.90 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0182 808-03631 3260.000 m | 2.05000 6683.00| 2.10000 6846.00| 2.07000 6748.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0183 808-03632 3294.000 m | 2.05000 6752.70| 2.10000 6917.40| 2.07000 6818.58 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0184 808-04896 490.000 m | 2.05000 1004.50| 2.10000 1029.00| 2.07000 1014.30 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0185 808-05534 722.000 m | 4.10000 2960.20| 4.30000 3104.60| 4.14000 2989.08 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0186 808-05535 44.000 m | 30.00000 1320.00| 31.00000 1364.00| 30.30000 1333.20 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0187 808-06701 215.000 m | 1.50000 322.50| 1.60000 344.00| 1.01000 217.15 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0188 808-06711 102.000 m | 0.50000 51.00| 0.52000 53.04| 0.70000 71.40 LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 808-06712 57.000 m | 0.50000 28.50| 0.52000 29.64| 0.70000 39.90 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0190 808-06713 30.000 m | 0.50000 15.00| 0.52000 15.60| 0.70000 21.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0191 808-06714 940.000 m | 0.50000 470.00| 0.52000 488.80| 0.70000 658.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0192 808-06723 2.000 EACH| 25.00000 50.00| 26.00000 52.00| 55.56000 111.12 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0193 808-74805 259.000 m | 30.00000 7770.00| 31.00000 8029.00| 30.30000 7847.70 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0194 808-74807 60.000 EACH| 190.00000 11400.00| 200.00000 12000.00| 191.92000 11515.20 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0195 808-74808 47.000 EACH| 240.00000 11280.00| 250.00000 11750.00| 242.42000 11393.74 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0196 808-75090 22.000 m | 3.33000 73.26| 3.50000 77.00| 10.10000 222.20 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 600 mm | | | 0197 808-75205 485.000 m | 1.50000 727.50| 1.60000 776.00| 1.01000 489.85 LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0198 808-75245 543.000 m | 1.50000 814.50| 1.60000 868.80| 1.01000 548.43 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0199 808-75274 60.000 m | 5.50000 330.00| 5.70000 342.00| 10.10000 606.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 300mm | | | 0200 808-75320 8.000 EACH| 45.00000 360.00| 47.00000 376.00| 60.61000 484.88 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0201 808-75325 8.000 EACH| 55.00000 440.00| 57.00000 456.00| 75.76000 606.08 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0202 808-75996 219.000 EACH| 10.00000 2190.00| 10.00000 2190.00| 10.10000 2211.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0203 808-75998 825.000 EACH| 20.50000 16912.50| 21.00000 17325.00| 20.71000 17085.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0204 621-01882 4000.000 kg | 8.16000 32640.00| 8.50000 34000.00| 8.24000 32960.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0205 501-06727 LUMP| 8555.05000 8555.05| 3100.00000 3100.00| 8000.00000 8000.00 CORING, PCCP | | | 0206 602-06646 127.000 m | 68.63000 8716.01| 140.00000 17780.00| 84.57000 10740.39 TEMPORARY CONCRETE BARRIER | | | 0208 205-06938 100.000 m | 9.59000 959.00| 31.00000 3100.00| 27.67000 2767.00 TEMPORARY SLOPE DRAIN | | | 0209 202-60820 1200.000 m2 | 3.16000 3792.00| 4.00000 4800.00| 5.20000 6240.00 SURFACE MILLING, ASPHALT | | | 0210 202-60822 600.000 m2 | 5.83000 3498.00| 9.40000 5640.00| 5.73000 3438.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0211 303-52308 19023.000 Mg | 10.44000 198600.12| 8.90000 169304.70| 10.22000 194415.06 COMPACTED AGGREGATE, O, 53 , RECYCLED | | | 0212 202-03000 LUMP| 950.00000 950.00| 2000.00000 2000.00| 2545.31000 2545.31 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0213 202-03000 LUMP| 2550.00000 2550.00| 5000.00000 5000.00| 848.44000 848.44 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0214 202-03000 LUMP| 6950.00000 6950.00| 10000.00000 10000.00| 10332.85000 10332.85 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 90 | | | 0215 202-03135 1.394 m2 | 750.00000 1045.50| 1000.00000 1394.00| 869.53000 1212.12 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 10,115,635.07| $ 10,270,520.71| $ 10,478,566.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,115,635.07| $ 10,270,520.71| $ 10,478,566.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | 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 24.000 MOS | 1940.42000 46570.08| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 200000.00000 200000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 564000.00000 564000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 282000.00000 282000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 28934.000 m2 | 4.93000 142644.62| | PAVEMENT, REMOVE | | | 0006 202-03783 4.000 EACH| 285.89000 1143.56| | SIGN, PANEL, REMOVE | | | 0007 202-04089 74.000 EACH| 71.47000 5288.78| | SHEET SIGN, REMOVE | | | 0008 202-51368 752.000 m2 | 7.96000 5985.92| | SLOPEWALL, REMOVE | | | 0009 202-74080 1.000 EACH| 428.83000 428.83| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0010 202-78515 LUMP| 2858.87000 2858.87| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-93763 21.000 EACH| 238.04000 4998.84| | LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0012 202-95579 3.000 EACH| 357.36000 1072.08| | SERVICE POINT, REMOVE | | | 0013 203-02000 71759.000 m3 | 14.00000 1004626.00| | EXCAVATION, COMMON | | | 0014 203-02020 212.000 m3 | 1.00000 212.00| | EXCAVATION, UNCLASSIFIED | | | 0015 205-02224 1800.000 m | 4.98000 8964.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02227 1490.000 m | 6.39000 9521.10| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0017 205-02231 420.000 m | 32.66000 13717.20| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0018 205-02232 155.000 m3 | 34.85000 5401.75| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02236 26.000 EACH| 55.00000 1430.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 205-02237 110.000 EACH| 25.00000 2750.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 211-02060 10781.000 m3 | 13.67000 147376.27| | B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 37986.000 Mg | 11.54000 438358.44| | COMPACTED AGGREGATE, O, 53 | | | 0024 304-06464 16888.000 m3 | 34.86000 588715.68| | SUBBASE FOR PCCP | | | 0025 305-05206 8273.000 Mg | 46.30000 383039.90| | WIDENING WITH HMA | | | 0026 401-05437 3450.000 Mg | 36.87000 127201.50| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 1424.000 Mg | 39.91000 56831.84| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 647.000 Mg | 50.01000 32356.47| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-05459 310.000 Mg | 38.48000 11928.80| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0030 401-05464 81.000 Mg | 56.77000 4598.37| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0031 401-06264 LUMP| 1500.00000 1500.00| | PROFILOGRAPH, HMA | | | 0032 402-05470 1284.000 Mg | 37.21000 47777.64| | HMA BASE C25.0 mm, MAINLINE | | | 0033 402-05495 1250.000 Mg | 43.70000 54625.00| | HMA WEDGE AND LEVEL | | | 0034 406-05520 8.800 Mg | 217.72000 1915.94| | ASPHALT FOR TACK COAT | | | 0035 501-03707 180.000 m2 | 51.72000 9309.60| | RAISED CORRUGATED ISLAND, CONCRETE | | | 0036 501-04635 1945.000 m | 6.38000 12409.10| | MILLED CONCRETE SHOULDER CORRUGATIONS | | | 0037 501-05240 11403.000 m | 20.20000 230340.60| | CONTRACTION JOINT, D1 | | | 0038 501-06266 LUMP| 10426.84000 10426.84| | PROFILOGRAPH, PCCP | | | 0039 501-06324 60672.000 m2 | 40.42000 2452362.24| | QC/QA PCCP, 325 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-06224 2.000 EACH| 31400.00000 62800.00| | IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0041 604-06069 70.000 m2 | 50.40000 3528.00| | CURB RAMP, CONCRETE | | | 0042 604-06070 4843.000 m2 | 33.75000 163451.25| | SIDEWALK, CONCRETE | | | 0043 605-06100 2778.000 m | 32.90000 91396.20| | CURB, INTEGRAL, C, CONCRETE | | | 0044 605-06120 50.000 m | 44.30000 2215.00| | CURB, CONCRETE | | | 0045 605-06150 585.000 m | 38.10000 22288.50| | CURB AND GUTTER, C, CONCRETE Type C | | | 0046 605-06250 1393.000 m2 | 57.62000 80264.66| | CENTER CURB, C, CONCRETE | | | 0047 610-05527 292.000 Mg | 75.69000 22101.48| | HMA FOR APPROACHES | | | 0048 611-05330 2730.000 m2 | 39.60000 108108.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 611-06497 5.000 EACH| 110.00000 550.00| | MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 64.000 EACH| 95.00000 6080.00| | RIGHT OF WAY MARKER | | | 0051 615-06510 11.000 EACH| 305.00000 3355.00| | MONUMENT, C | | | 0052 615-06515 15.000 EACH| 70.00000 1050.00| | MONUMENT, D | | | 0053 615-06527 1.000 EACH| 495.00000 495.00| | MONUMENT, SECTION CORNER | | | 0054 616-02320 352.000 m2 | 1.74000 612.48| | GEOTEXTILES | | | 0055 616-06405 178.000 Mg | 18.34000 3264.52| | RIPRAP, REVETMENT | | | 0056 621-01004 16.000 EACH| 575.00000 9200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06545 14.900 Mg | 586.00000 8731.40| | FERTILIZER | | | 0058 621-06548 11.000 kg | 49.50000 544.50| | SEED MIXTURE, CV | | | 0059 621-06553 1020.000 kg | 6.17000 6293.40| | SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 621-06565 224.000 Mg | 448.00000 100352.00| | MULCHING MATERIAL | | | 0061 621-06567 780.000 kL | 0.53000 413.40| | WATER | | | 0062 621-06574 43372.000 m2 | 3.02000 130983.44| | SODDING | | | 0063 702-94656 2.200 m3 | 1.00000 2.20| | CONCRETE, B | | | 0064 703-01540 45.000 EACH| 17.36000 781.20| | THREADED TIE BAR ASSEMBLY | | | 0065 714-26702 48.000 m | 1052.64000 50526.72| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0066 715-05019 100.700 m | 204.69000 20612.28| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0067 715-05024 396.000 m | 182.43000 72242.28| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0068 715-05048 6260.000 m | 10.90000 68234.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05151 1445.300 m | 96.12000 138922.24| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0070 715-05152 735.700 m | 101.49000 74666.19| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0071 715-05154 608.000 m | 128.75000 78280.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0072 715-05156 330.200 m | 160.70000 53063.14| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0073 715-05159 380.800 m | 225.24000 85771.39| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0074 715-05161 552.400 m | 257.60000 142298.24| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0075 715-05163 405.200 m | 382.96000 155175.39| | PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0076 715-05356 207.300 m | 939.27000 194710.67| | PIPE, TYPE 2, DEFORMED, MIN. AREA 2.73 | | | m2 | | | 0077 715-05841 2.000 EACH| 663.68000 1327.36| | CONCRETE ANCHOR, 1500 mm | | | 0078 715-06939 1.000 EACH| 699.79000 699.79| | CONCRETE ANCHOR, MIN. AREA 2.73 m2 | | | 0079 715-46005 2.000 EACH| 268.42000 536.84| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-46030 1.000 EACH| 497.62000 497.62| | PIPE END SECTION, 750 mm | | | 0081 715-46040 6.000 EACH| 690.96000 4145.76| | PIPE END SECTION, 900 mm | | | 0082 718-01044 397.000 m | 30.75000 12207.75| | PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0083 718-06528 10.000 EACH| 600.00000 6000.00| | OUTLET PROTECTOR, 1 | | | 0084 718-06531 6.000 EACH| 300.00000 1800.00| | OUTLET PROTECTOR, 3 | | | 0085 718-06532 6260.000 m | 2.95000 18467.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0086 718-94889 1575.000 m3 | 29.90000 47092.50| | AGGREGATE FOR UNDERDRAINS, 8 | | | 0088 720-01091 1.000 EACH| 2446.37000 2446.37| | MANHOLE, C10, MODIFIED | | | 0089 720-03757 1.000 EACH| 2748.37000 2748.37| | MANHOLE, C15 | | | 0090 720-44000 12.000 EACH| 250.00000 3000.00| | CASTING, ADJUST TO GRADE | | | 0091 720-45030 4.000 EACH| 1271.75000 5087.00| | INLET, E7 | | | 0092 720-45035 3.000 EACH| 1273.67000 3821.01| | INLET, F7 | | | 0093 720-45045 41.000 EACH| 1550.62000 63575.42| | INLET, J10 | | | 0094 720-45055 28.000 EACH| 1601.44000 44840.32| | INLET, M10 | | | 0095 720-45075 2.000 EACH| 1552.19000 3104.38| | INLET, R13 | | | 0096 720-45265 17.000 EACH| 1053.01000 17901.17| | PIPE CATCH BASIN, 375 mm | | | 0097 720-45270 2.000 EACH| 1114.58000 2229.16| | PIPE CATCH BASIN, 450 mm | | | 0098 720-45410 33.000 EACH| 2292.98000 75668.34| | MANHOLE, C4 | | | 0099 720-45415 25.000 EACH| 3400.42000 85010.50| | MANHOLE, D4 | | | 0100 720-45416 17.000 EACH| 4675.45000 79482.65| | MANHOLE, E4 | | | 0101 720-45430 5.000 EACH| 15764.38000 78821.90| | MANHOLE, G4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 720-45605 1.500 m | 625.77000 938.66| | MANHOLE, RECONSTRUCT STRUCTURE | | | 0103 720-98174 24.000 EACH| 2015.15000 48363.60| | INLET, B15 | | | 0104 720-98555 14.000 EACH| 2013.90000 28194.60| | INLET, C15 | | | 0105 731-06223 601.000 m2 | 613.00000 368413.00| | SOIL NAILED WALL | | | 0106 801-01504 20.000 EACH| 26.78000 535.60| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0107 801-01505 3.000 EACH| 48.20000 144.60| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0108 801-04308 46.000 EACH| 53.55000 2463.30| | ROAD CLOSURE SIGN ASSEMBLY | | | 0109 801-06203 12778.000 m | 0.43000 5494.54| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0110 801-06207 34250.000 m | 3.05000 104462.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0111 801-06216 141.000 m | 5.36000 755.76| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0112 801-06605 147.000 EACH| 53.55000 7871.85| | BARRICADE, IIIA | | | 0113 801-06640 47.000 EACH| 132.81000 6242.07| | CONSTRUCTION SIGN, A | | | 0114 801-06645 10.000 EACH| 37.49000 374.90| | CONSTRUCTION SIGN, B | | | 0115 801-06710 1095.000 DAY | 16.07000 17596.65| | FLASHING ARROW SIGN | | | 0116 801-06775 LUMP| 424220.00000 424220.00| | MAINTAINING TRAFFIC | | | 0117 801-09133 4.000 EACH| 10067.50000 40270.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0118 802-02293 30.090 m3 | 465.14000 13996.06| | CONCRETE, SIGN FOUNDATION | | | 0119 802-04893 2.000 EACH| 53.00000 106.00| | REFERENCE POST | | | 0120 802-05701 67.600 m | 31.43000 2124.67| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 802-05702 78.000 m | 26.43000 2061.54| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0122 802-76015 80.730 m2 | 136.18000 10993.81| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0123 802-76025 3.210 m2 | 108.42000 348.03| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0124 802-76035 72.480 m2 | 115.74000 8388.84| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0125 802-76040 3.240 m2 | 122.83000 397.97| | SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0126 802-76095 570.060 kg | 3.93000 2240.34| | STRUCTURAL STEEL, BREAKAWAY | | | 0127 802-99045 4.000 EACH| 71.47000 285.88| | SIGN REMOUNTING | | | 0128 803-02310 2591.000 kg | 2.77000 7177.07| | REINFORCING STEEL, SIGN FOUNDATION | | | 0129 803-76125 1.000 EACH| 5719.44000 5719.44| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0130 803-76140 4.000 EACH| 11179.44000 44717.76| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0131 803-76175 14.400 m | 493.61000 7107.98| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0132 804-06771 65.000 EACH| 25.00000 1625.00| | DELINEATOR POST, FLEXIBLE | | | 0133 805-01815 12.000 EACH| 1482.44000 17789.28| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0134 805-01842 7.000 EACH| 648.86000 4542.02| | HANDHOLE, SIGNAL | | | 0135 805-02087 LUMP| 1429.44000 1429.44| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0136 805-02658 1000.000 m | 3.86000 3860.00| | CABLE, COAXIAL | | | 0137 805-04782 3.000 EACH| 23499.84000 70499.52| | VIDEO VEHICLE DETECTOR SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 805-05006 415.000 m | 12.98000 5386.70| | FIBER OPTICS CABLE, FIGURE 8 | | | 0139 805-06592 620.000 m | 34.09000 21135.80| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0140 805-78106 1.000 EACH| 9359.01000 9359.01| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE FIBER OPTIC | | | 0141 805-78109 2.000 EACH| 7856.41000 15712.82| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE FIBER OPTIC | | | 0142 805-78205 22.000 EACH| 304.65000 6702.30| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0143 805-78215 12.000 EACH| 304.65000 3655.80| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0144 805-78415 10.000 EACH| 1484.72000 14847.20| | SPAN, CATENARY, AND TETHER | | | 0145 805-78420 12.000 EACH| 166.07000 1992.84| | DISCONNECT HANGER | | | 0146 805-78445 3.000 EACH| 494.86000 1484.58| | SIGNAL SERVICE | | | 0147 805-78467 57.000 m | 4.41000 251.37| | SIGNAL CABLE, 3C 8GA. | | | 0148 805-78480 1000.000 m | 2.98000 2980.00| | SIGNAL CABLE, 3C 14GA. | | | 0149 805-78485 650.000 m | 3.20000 2080.00| | SIGNAL CABLE, 5C 14GA. | | | 0150 805-78490 660.000 m | 3.53000 2329.80| | SIGNAL CABLE, 7C 14GA. | | | 0151 805-78784 55.000 EACH| 1.00000 55.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0152 805-78925 3.000 EACH| 989.72000 2969.16| | CONTROLLER CABINET FOUNDATION, P1 | | | 0153 805-81060 12.000 EACH| 2832.36000 33988.32| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0154 805-86810 3.000 EACH| 3431.77000 10295.31| | SERVICE POINT, II | | | 0155 805-86889 780.000 m | 1.39000 1084.20| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -34 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0156 805-86920 57.000 EACH| 5.17000 294.69| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0157 805-86925 12.000 EACH| 17.49000 209.88| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0158 805-86930 34.000 EACH| 6.82000 231.88| | INSULATING LINK, NOT WATERPROOFED | | | 0159 805-86935 20.000 EACH| 17.11000 342.20| | INSULATING LINK, WATERPROOFED | | | 0160 805-86955 13.000 EACH| 181.44000 2358.72| | CABLE DUCT MARKER | | | 0161 805-95296 LUMP| 8576.62000 8576.62| | SIGNAL HEADS, TEMPORARY, INSTALL | | | 0162 805-98335 3050.000 m | 11.01000 33580.50| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0163 805-98336 125.000 m | 11.01000 1376.25| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0164 807-04309 1.000 EACH| 1870.00000 1870.00| | PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0165 807-04779 21.000 EACH| 582.89000 12240.69| | CONCRETE FOUNDATION WITH GROUNDING , | | | 760 mm X 760 mm X 2450 mm | | | 0166 807-78590 5.000 EACH| 314.53000 1572.65| | HANDHOLE | | | 0167 807-82016 4.000 EACH| 589.40000 2357.60| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0168 807-82054 2.000 EACH| 599.30000 1198.60| | UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0169 807-84752 4.000 EACH| 926.13000 3704.52| | LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0170 807-84814 17.000 EACH| 1065.83000 18119.11| | LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0171 807-86620 21.000 EACH| 203.47000 4272.87| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -35 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 807-86665 24.000 EACH| 472.97000 11351.28| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0173 807-86750 8.000 EACH| 395.97000 3167.76| | LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0174 807-86790 8.000 EACH| 373.97000 2991.76| | LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0175 807-86910 25.000 EACH| 30.58000 764.50| | CONNECTOR KIT, UNFUSED | | | 0176 807-86915 29.000 EACH| 31.68000 918.72| | CONNECTOR KIT, FUSED | | | 0177 807-86950 31.000 EACH| 51.68000 1602.08| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0178 807-97619 4.000 EACH| 6352.08000 25408.32| | HIGH MAST TOWER, RETROFIT | | | 0179 808-01468 57.000 m | 33.00000 1881.00| | LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0180 808-01503 8.000 m | 35.00000 280.00| | LINE, EPOXY, BROKEN, YELLOW, 150 mm, | | | 600 mm LINE, 1200 MM GAP | | | 0181 808-03002 1270.000 m | 2.05000 2603.50| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0182 808-03631 3260.000 m | 2.05000 6683.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0183 808-03632 3294.000 m | 2.05000 6752.70| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0184 808-04896 490.000 m | 2.05000 1004.50| | LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0185 808-05534 722.000 m | 4.10000 2960.20| | LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0186 808-05535 44.000 m | 30.00000 1320.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0187 808-06701 215.000 m | 1.50000 322.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0188 808-06711 102.000 m | 0.50000 51.00| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -36 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 808-06712 57.000 m | 0.50000 28.50| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0190 808-06713 30.000 m | 0.50000 15.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0191 808-06714 940.000 m | 0.50000 470.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0192 808-06723 2.000 EACH| 25.00000 50.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0193 808-74805 259.000 m | 30.00000 7770.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0194 808-74807 60.000 EACH| 190.00000 11400.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0195 808-74808 47.000 EACH| 240.00000 11280.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0196 808-75090 22.000 m | 3.33000 73.26| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 600 mm | | | 0197 808-75205 485.000 m | 1.50000 727.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0198 808-75245 543.000 m | 1.50000 814.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0199 808-75274 60.000 m | 5.50000 330.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 300mm | | | 0200 808-75320 8.000 EACH| 45.00000 360.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0201 808-75325 8.000 EACH| 55.00000 440.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0202 808-75996 219.000 EACH| 10.00000 2190.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0203 808-75998 825.000 EACH| 20.50000 16912.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 111 -37 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,801,288.05 ROUTE : US 421 CALL ORDER : 111 CONTRACT ID : R -25274-A COUNTIES : HAMILTON MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0204 621-01882 4000.000 kg | 8.16000 32640.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0205 501-06727 LUMP| 3735.59000 3735.59| | CORING, PCCP | | | 0206 602-06646 127.000 m | 61.52000 7813.04| | TEMPORARY CONCRETE BARRIER | | | 0208 205-06938 100.000 m | 14.13000 1413.00| | TEMPORARY SLOPE DRAIN | | | 0209 202-60820 1200.000 m2 | 2.03000 2436.00| | SURFACE MILLING, ASPHALT | | | 0210 202-60822 600.000 m2 | 6.15000 3690.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0211 303-52308 19023.000 Mg | 9.15000 174060.45| | COMPACTED AGGREGATE, O, 53 , RECYCLED | | | 0212 202-03000 LUMP| 1500.00000 1500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0213 202-03000 LUMP| 500.00000 500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0214 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 90 | | | 0215 202-03135 1.394 m2 | 349.00000 486.51| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 11,290,131.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,290,131.18| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 66,048.66 ROUTE : US 24 CALL ORDER : 131 CONTRACT ID : R -25489-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1441029 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 40,599.83 100.0000% 2 35-1325036 DEICHMAN EXCAVATING CO $ 59,400.00 146.3060% 3 35-1991044 JOHNSON COMPANY, INC. $ 92,860.05 228.7202% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 158,920.80 391.4321% ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1325036 |(3) 35-1991044 |HERITAGE INDUSTRIAL SERVICES|DEICHMAN EXCAVATING CO |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WETLAND MITIGATION | | | 0001 105-06845 LUMP| 526.00000 526.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 2277.00000 2277.00| 3147.81000 3147.81| 6500.00000 6500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02000 3317.000 m3 | 4.40000 14594.80| 10.00000 33170.00| 20.75000 68827.75 EXCAVATION, COMMON | | | 0004 205-02224 230.300 m | 6.57000 1513.07| 6.30000 1450.89| 6.00000 1381.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0005 503-03489 18.000 EACH| 17.75000 319.50| 100.00000 1800.00| 4.25000 76.50 RETROFITTED TIE BARS | | | 0006 621-01004 1.000 EACH| 286.00000 286.00| 275.00000 275.00| 780.00000 780.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-04258 54.100 kg | 119.00000 6437.90| 115.00000 6221.50| 50.00000 2705.00 SEED MIXTURE , SEDGE MEADOW | | | 0008 621-06545 0.560 Mg | 2564.00000 1435.84| 2475.00000 1386.00| 250.00000 140.00 FERTILIZER | | | 0009 621-06565 5.580 Mg | 1154.00000 6439.32| 1110.00000 6193.80| 50.00000 279.00 MULCHING MATERIAL | | | 0010 702-90915 2.170 m3 | 3120.00000 6770.40| 1500.00000 3255.00| 1000.00000 2170.00 CONCRETE, A | | | SECTION TOTALS | $ 40,599.83| $ 59,400.00| $ 92,860.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 40,599.83| $ 59,400.00| $ 92,860.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 66,048.66 ROUTE : US 24 CALL ORDER : 131 CONTRACT ID : R -25489-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 | | |ALPHA EXCAVATING & LANDSCAPI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WETLAND MITIGATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02000 3317.000 m3 | 34.65000 114934.05| | EXCAVATION, COMMON | | | 0004 205-02224 230.300 m | 7.50000 1727.25| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0005 503-03489 18.000 EACH| 20.00000 360.00| | RETROFITTED TIE BARS | | | 0006 621-01004 1.000 EACH| 1000.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-04258 54.100 kg | 115.00000 6221.50| | SEED MIXTURE , SEDGE MEADOW | | | 0008 621-06545 0.560 Mg | 3000.00000 1680.00| | FERTILIZER | | | 0009 621-06565 5.580 Mg | 1200.00000 6696.00| | MULCHING MATERIAL | | | 0010 702-90915 2.170 m3 | 600.00000 1302.00| | CONCRETE, A | | | SECTION TOTALS | $ 158,920.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 158,920.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,278.57 ROUTE : US 40 CALL ORDER : 141 CONTRACT ID : R -25495-A COUNTIES : CLAY LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : Q030002 Q030002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 1,512,109.21 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 1,596,666.74 105.5920% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, 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 12.000 MOS | 3500.00000 42000.00| 1500.00000 18000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 36700.00000 36700.00| 30345.81000 30345.81| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 79000.00000 79000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 23500.00000 23500.00| CLEARING RIGHT OF WAY | | | 0005 202-60821 887.800 m2 | 2.30000 2041.94| 4.91000 4359.10| SURFACE MILLING, BITUMINOUS | | | 0006 202-78515 LUMP| 2000.00000 2000.00| 1352.05000 1352.05| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-93615 5657.000 m2 | 0.01000 56.57| 1.70000 9616.90| CONCRETE, REMOVE | | | 0008 203-02000 6833.000 m3 | 4.50000 30748.50| 9.50000 64913.50| EXCAVATION, COMMON | | | 0009 205-02234 1.000 EACH| 150.00000 150.00| 119.64000 119.64| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02237 12.000 EACH| 50.00000 600.00| 26.10000 313.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 211-02060 7056.000 m3 | 6.50000 45864.00| 6.30000 44452.80| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04075 27.800 Mg | 38.00000 1056.40| 33.90000 942.42| COMPACTED AGGREGATE, O, 73 | | | 0013 303-52308 3384.800 Mg | 16.00000 54156.80| 19.38000 65597.42| COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,278.57 ROUTE : US 40 CALL ORDER : 141 CONTRACT ID : R -25495-A COUNTIES : CLAY LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 304-04403 1361.000 m3 | 50.00000 68050.00| 60.00000 81660.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0015 305-05204 171.300 Mg | 130.00000 22269.00| 104.80000 17952.24| HMA FOR PATCHING | | | 0016 305-05206 49.400 Mg | 230.00000 11362.00| 200.98000 9928.41| WIDENING WITH HMA | | | 0017 402-05474 118.000 Mg | 120.00000 14160.00| 103.92000 12262.56| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 88.000 Mg | 150.00000 13200.00| 133.39000 11738.32| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 406-05520 0.270 Mg | 290.00000 78.30| 264.94000 71.53| ASPHALT FOR TACK COAT | | | 0020 501-05180 7546.000 m2 | 48.00000 362208.00| 42.01000 317007.46| CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0021 501-05240 1468.000 m | 18.00000 26424.00| 24.04000 35290.72| CONTRACTION JOINT, D1 | | | 0023 604-06069 81.690 m2 | 52.00000 4247.88| 45.92000 3751.20| CURB RAMP, CONCRETE | | | 0024 604-91531 553.000 m2 | 32.00000 17696.00| 27.70000 15318.10| SIDEWALK, CONCRETE, 100 mm | | | 0025 605-06090 773.100 m | 30.50000 23579.55| 20.98000 16219.64| CURB, INTEGRAL, CONCRETE | | | 0026 605-06120 49.800 m | 37.00000 1842.60| 65.83000 3278.33| CURB, CONCRETE | | | 0027 610-05527 162.600 Mg | 180.00000 29268.00| 146.06000 23749.36| HMA FOR APPROACHES | | | 0028 611-05330 987.200 m2 | 35.00000 34552.00| 36.34000 35874.85| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 615-06490 8.000 EACH| 128.00000 1024.00| 117.47000 939.76| RIGHT OF WAY MARKER | | | 0030 615-06515 5.000 EACH| 125.00000 625.00| 81.57000 407.85| MONUMENT, D | | | 0031 616-02320 10.000 m2 | 11.00000 110.00| 11.00000 110.00| GEOTEXTILES | | | 0032 616-06405 9.000 Mg | 40.00000 360.00| 40.00000 360.00| RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 775.00000 775.00| 706.98000 706.98| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06560 1484.000 m2 | 1.45000 2151.80| 1.31000 1944.04| MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,278.57 ROUTE : US 40 CALL ORDER : 141 CONTRACT ID : R -25495-A COUNTIES : CLAY LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06567 3.720 kL | 6.00000 22.32| 5.44000 20.24| WATER | | | 0036 621-06575 820.100 m2 | 6.00000 4920.60| 5.38000 4412.14| SODDING, NURSERY | | | 0037 702-90915 61.000 m3 | 565.00000 34465.00| 650.00000 39650.00| CONCRETE, A | | | 0038 703-51030 9354.000 kg | 1.40000 13095.60| 1.50000 14031.00| REINFORCING STEEL | | | 0039 715-05048 833.300 m | 8.65000 7208.05| 8.61000 7174.71| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0040 715-05149 20.100 m | 205.00000 4120.50| 210.00000 4221.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05152 42.900 m | 145.00000 6220.50| 145.00000 6220.50| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0042 715-05156 259.200 m | 210.00000 54432.00| 200.00000 51840.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 715-05159 36.000 m | 295.00000 10620.00| 300.00000 10800.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0044 715-05162 182.000 m | 390.00000 70980.00| 400.00000 72800.00| PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0045 715-05163 90.300 m | 405.00000 36571.50| 425.00000 38377.50| PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0046 715-05164 138.200 m | 545.00000 75319.00| 535.00000 73937.00| PIPE, TYPE 2, CIRCULAR, 1650 mm | | | 0047 715-05203 129.000 m | 0.01000 1.29| 16.38000 2113.02| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0048 718-52610 139.000 m3 | 48.00000 6672.00| 38.60000 5365.40| AGGREGATE FOR UNDERDRAINS | | | 0049 718-99153 1958.000 m2 | 1.80000 3524.40| 1.46000 2858.68| GEOTEXTILES FOR UNDERDRAIN | | | 0050 720-02442 4.000 EACH| 420.00000 1680.00| 456.82000 1827.28| PIPE, PLUG EXISTING | | | 0051 720-44000 4.000 EACH| 230.00000 920.00| 250.16000 1000.64| CASTING, ADJUST TO GRADE | | | 0052 720-44296 4.000 EACH| 230.00000 920.00| 250.16000 1000.64| CAP INLET | | | 0053 720-45045 6.000 EACH| 1350.00000 8100.00| 1522.73000 9136.38| INLET, J10 | | | 0054 720-45055 2.000 EACH| 1225.00000 2450.00| 1413.96000 2827.92| INLET, M10 | | | 0055 720-45145 4.000 EACH| 1450.00000 5800.00| 1522.73000 6090.92| INLET, J10, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,278.57 ROUTE : US 40 CALL ORDER : 141 CONTRACT ID : R -25495-A COUNTIES : CLAY LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 720-45410 7.000 EACH| 1450.00000 10150.00| 1631.50000 11420.50| MANHOLE, C4 | | | 0057 720-93501 4.000 EACH| 5800.00000 23200.00| 6525.98000 26103.92| MANHOLE, L4 | | | 0058 720-94612 1.000 EACH| 3800.00000 3800.00| 4024.36000 4024.36| MANHOLE, K4 | | | 0059 720-95335 1.000 EACH| 13490.00000 13490.00| 15227.29000 15227.29| MANHOLE, M4 | | | 0061 801-04308 3.000 EACH| 185.00000 555.00| 174.03000 522.09| ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06606 14.000 EACH| 100.00000 1400.00| 87.01000 1218.14| BARRICADE, IIIB | | | 0063 801-06625 36.000 EACH| 95.00000 3420.00| 87.01000 3132.36| DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 19.000 EACH| 120.00000 2280.00| 108.77000 2066.63| CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH| 48.00000 96.00| 43.51000 87.02| CONSTRUCTION SIGN, B | | | 0068 801-06710 360.000 DAY | 16.00000 5760.00| 12.18000 4384.80| FLASHING ARROW SIGN | | | 0069 802-02489 32.000 m | 33.00000 1056.00| 46.68000 1493.76| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 4.470 m2 | 170.00000 759.90| 387.37000 1731.54| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0071 802-76035 7.120 m2 | 180.00000 1281.60| 367.27000 2614.96| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0072 805-01815 4.000 EACH| 1600.00000 6400.00| 2570.33000 10281.32| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0073 805-01842 4.000 EACH| 750.00000 3000.00| 655.07000 2620.28| HANDHOLE, SIGNAL | | | 0074 805-02441 448.000 m | 1.20000 537.60| 1.25000 560.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0075 805-02595 2.000 EACH| 180.00000 360.00| 946.44000 1892.88| CONTROLLER, RESET TIMING | | | 0076 805-06592 121.000 m | 35.00000 4235.00| 39.62000 4794.02| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0077 805-78100 1.000 EACH| 8600.00000 8600.00| 9541.05000 9541.05| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,278.57 ROUTE : US 40 CALL ORDER : 141 CONTRACT ID : R -25495-A COUNTIES : CLAY LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78230 2.000 EACH| 720.00000 1440.00| 576.33000 1152.66| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0079 805-78370 3.000 EACH| 120.00000 360.00| 131.74000 395.22| PEDESTRIAN PUSH BUTTON | | | 0080 805-78415 4.000 EACH| 1300.00000 5200.00| 1268.26000 5073.04| SPAN, CATENARY, AND TETHER | | | 0081 805-78420 4.000 EACH| 260.00000 1040.00| 209.97000 839.88| DISCONNECT HANGER | | | 0082 805-78445 1.000 EACH| 480.00000 480.00| 720.28000 720.28| SIGNAL SERVICE | | | 0083 805-78467 18.000 m | 5.50000 99.00| 4.45000 80.10| SIGNAL CABLE, 3C 8GA. | | | 0084 805-78480 215.000 m | 3.00000 645.00| 2.89000 621.35| SIGNAL CABLE, 3C 14GA. | | | 0085 805-78485 86.000 m | 4.00000 344.00| 3.13000 269.18| SIGNAL CABLE, 5C 14GA. | | | 0086 805-78490 163.000 m | 4.25000 692.75| 3.49000 568.87| SIGNAL CABLE, 7C 14GA. | | | 0087 805-78510 158.000 m | 3.10000 489.80| 2.77000 437.66| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0088 805-78785 4.000 EACH| 525.00000 2100.00| 619.09000 2476.36| SIGNAL DETECTOR HOUSING | | | 0089 805-78795 156.200 m | 28.50000 4451.70| 23.56000 3680.07| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0090 805-78925 1.000 EACH| 700.00000 700.00| 975.13000 975.13| CONTROLLER CABINET FOUNDATION, P1 | | | 0091 805-81032 4.000 EACH| 2900.00000 11600.00| 2611.23000 10444.92| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0092 805-94295 8.000 EACH| 150.00000 1200.00| 338.01000 2704.08| SIGNAL HEAD, RELOCATE | | | 0093 805-98752 6.000 EACH| 500.00000 3000.00| 384.90000 2309.40| TRAFFIC SIGNAL INDICATION, 1 WAY, 3 | | | SECTION, 305 mm RED, 305 mm AMBER, 305 | | | mm GREEN | | | 0095 808-03178 4.000 EACH| 170.00000 680.00| 157.71000 630.84| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0096 808-03179 4.000 EACH| 180.00000 720.00| 163.15000 652.60| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,278.57 ROUTE : US 40 CALL ORDER : 141 CONTRACT ID : R -25495-A COUNTIES : CLAY LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 808-75051 136.000 m | 3.50000 476.00| 3.60000 489.60| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0098 808-75054 538.000 m | 3.50000 1883.00| 3.60000 1936.80| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0099 808-75059 194.000 m | 4.00000 776.00| 3.70000 717.80| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0100 808-75067 49.200 m | 20.00000 984.00| 21.60000 1062.72| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0101 808-75069 160.000 m | 5.50000 880.00| 5.41000 865.60| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0102 808-97027 300.000 m | 7.50000 2250.00| 7.20000 2160.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 200 mm | | | 0103 601-99105 100.965 m | 32.50000 3281.36| 39.16000 3953.79| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0104 801-06218 14.400 m | 21.00000 302.40| 19.90000 286.56| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0105 801-03290 2.000 EACH| 150.00000 300.00| 152.27000 304.54| CONSTRUCTION SIGN, C | | | 0106 801-06207 4116.000 m | 3.20000 13171.20| 3.32000 13665.12| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0107 808-74812 14.000 m | 10.50000 147.00| 10.80000 151.20| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0108 808-06716 70.000 m | 5.50000 385.00| 5.44000 380.80| LINE, REMOVE | | | 0109 801-06775 LUMP| 17500.00000 17500.00| 98535.00000 98535.00| MAINTAINING TRAFFIC | | | 0110 715-05024 70.000 m | 250.00000 17500.00| 300.00000 21000.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0111 601-06037 4.000 EACH| 525.00000 2100.00| 489.45000 1957.80| GUARDRAIL END TREATMENT, I | | | 0112 601-94689 6.000 EACH| 2225.00000 13350.00| 2311.28000 13867.68| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,907,278.57 ROUTE : US 40 CALL ORDER : 141 CONTRACT ID : R -25495-A COUNTIES : CLAY LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 801-06203 2058.000 m | 2.50000 5145.00| 2.72000 5597.76| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0114 601-02636 112.400 m | 77.00000 8654.80| 46.23000 5196.25| GUARDRAIL, W BEAM, NESTED | | | SECTION TOTALS | $ 1,512,109.21| $ 1,596,666.74| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,512,109.21| $ 1,596,666.74| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0024003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 3,592,581.46 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,598,702.92 100.1703% 3 35-1120685 WALSH & KELLY, INC. $ 3,697,634.16 102.9241% 4 35-1212938 ATLAS EXCAVATING, INC. $ 3,921,997.68 109.1693% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 15.000 MOS | 1500.00000 22500.00| 1990.00000 29850.00| 1500.00000 22500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 23000.00000 23000.00| 41800.00000 41800.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 179629.07000 179629.07| 226500.00000 226500.00| 184900.00000 184900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 110-01001 LUMP| 1000.00000 1000.00| 1.00000 1.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | FORCE MAIN | | | 0005 201-52370 LUMP| 52140.00000 52140.00| 45300.00000 45300.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0006 202-51330 LUMP| 43800.00000 43800.00| 2300.00000 2300.00| 71387.00000 71387.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 11000.000 m2 | 1.50000 16500.00| 0.55000 6050.00| 2.00000 22000.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 8800.000 m3 | 16.00000 140800.00| 10.30000 90640.00| 20.00000 176000.00 EXCAVATION, COMMON | | | 0009 203-02070 9660.000 m3 | 13.00000 125580.00| 11.00000 106260.00| 20.00000 193200.00 BORROW | | | 0010 204-02290 1.000 EACH| 1000.00000 1000.00| 4875.00000 4875.00| 5000.00000 5000.00 SETTLEMENT PLATE | | | 0011 205-02224 1239.000 m | 6.05000 7495.95| 6.00000 7434.00| 6.05000 7495.95 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 60.000 m | 50.00000 3000.00| 3.25000 195.00| 57.47000 3448.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02232 100.000 m3 | 39.00000 3900.00| 22.00000 2200.00| 31.98000 3198.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-02234 3.000 EACH| 55.00000 165.00| 58.00000 174.00| 55.00000 165.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 1.000 EACH| 70.00000 70.00| 75.00000 75.00| 70.00000 70.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 46.000 EACH| 25.00000 1150.00| 25.00000 1150.00| 25.00000 1150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 206-51230 195.000 m3 | 15.00000 2925.00| 37.00000 7215.00| 50.00000 9750.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 207-02045 6145.600 m3 | 11.00000 67601.60| 9.00000 55310.40| 6.00000 36873.60 EXCAVATION FOR SUBGRADE TREATMENT | | | 0019 211-02050 4350.000 m3 | 17.65000 76777.50| 11.50000 50025.00| 20.00000 87000.00 B BORROW | | | 0020 211-02060 2874.000 m3 | 12.60000 36212.40| 13.50000 38799.00| 13.00000 37362.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 211-02060 1199.000 m3 | 12.60000 15107.40| 1.00000 1199.00| 0.01000 11.99 B BORROW FOR STRUCTURE BACKFILL FOR | | | FORCE MAIN | | | 0022 211-06467 52.000 m3 | 90.00000 4680.00| 55.00000 2860.00| 40.00000 2080.00 AGGREGATE FOR END BENT BACKFILL | | | 0023 303-04075 121.000 Mg | 19.30000 2335.30| 30.75000 3720.75| 30.00000 3630.00 COMPACTED AGGREGATE, O, 73 | | | 0024 303-52308 790.000 Mg | 16.25000 12837.50| 18.00000 14220.00| 20.00000 15800.00 COMPACTED AGGREGATE, O, 53 | | | 0025 305-06082 27.000 Mg | 100.00000 2700.00| 95.00000 2565.00| 100.00000 2700.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0026 401-05437 8750.000 Mg | 33.25000 290937.50| 34.00000 297500.00| 32.00000 280000.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 4245.000 Mg | 35.00000 148575.00| 35.50000 150697.50| 33.00000 140085.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 2360.000 Mg | 42.00000 99120.00| 45.00000 106200.00| 40.00000 94400.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05470 4480.000 Mg | 29.50000 132160.00| 32.00000 143360.00| 32.00000 143360.00 HMA BASE C25.0 mm, MAINLINE | | | 0030 402-05477 150.000 Mg | 64.00000 9600.00| 47.50000 7125.00| 40.00000 6000.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 402-05481 75.000 Mg | 38.15000 2861.25| 40.00000 3000.00| 32.00000 2400.00 HMA BASE 25.0 mm, SHOULDER | | | 0032 402-05495 15086.000 Mg | 26.00000 392236.00| 30.25000 456351.50| 33.50000 505381.00 HMA WEDGE AND LEVEL | | | 0033 404-05511 252.000 m2 | 7.30000 1839.60| 5.00000 1260.00| 3.50000 882.00 SEAL COAT, 2 | | | 0034 406-05520 35.900 Mg | 425.00000 15257.50| 690.00000 24771.00| 300.00000 10770.00 ASPHALT FOR TACK COAT | | | 0035 506-06333 100.000 m2 | 150.00000 15000.00| 175.00000 17500.00| 70.00000 7000.00 PCCP PATCHING, FULL DEPTH | | | 0036 601-01522 8.000 EACH| 1300.00000 10400.00| 1400.00000 11200.00| 1300.00000 10400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-04746 2.000 EACH| 7900.00000 15800.00| 8500.00000 17000.00| 7900.00000 15800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0038 601-94689 8.000 EACH| 2200.00000 17600.00| 2400.00000 19200.00| 2200.00000 17600.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-96062 11.040 m | 335.00000 3698.40| 360.00000 3974.40| 164.00000 1810.56 HANDRAIL, ALUMINUM, SCHEDULE 40, 50 mm | | | DIA. X 225 mm HIGH | | | 0040 601-99105 358.140 m | 30.50000 10923.27| 33.00000 11818.62| 30.50000 10923.27 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06639 24.400 m | 110.00000 2684.00| 80.00000 1952.00| 110.00000 2684.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06729 4.000 EACH| 4.00000 16.00| 5.00000 20.00| 4.98000 19.92 BARRIER DELINEATOR | | | 0043 603-06040 349.000 m | 22.70000 7922.30| 25.00000 8725.00| 22.70000 7922.30 FENCE, FARM FIELD, 1190 mm | | | 0044 605-52807 2817.000 m | 34.50000 97186.50| 33.00000 92961.00| 33.00000 92961.00 CURB AND GUTTER, COMBINED | | | 0045 610-05527 485.000 Mg | 54.50000 26432.50| 50.00000 24250.00| 60.00000 29100.00 HMA FOR APPROACHES | | | 0046 610-06257 902.000 m2 | 57.00000 51414.00| 56.00000 50512.00| 50.00000 45100.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0047 611-05332 1248.000 m2 | 36.40000 45427.20| 40.00000 49920.00| 50.00000 62400.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0048 611-06497 9.000 EACH| 180.00000 1620.00| 200.00000 1800.00| 125.00000 1125.00 MAILBOX ASSEMBLY, SINGLE | | | 0049 611-06498 4.000 EACH| 230.00000 920.00| 250.00000 1000.00| 160.00000 640.00 MAILBOX ASSEMBLY, DOUBLE | | | 0050 615-06505 10.000 EACH| 450.00000 4500.00| 200.00000 2000.00| 135.00000 1350.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 615-06527 1.000 EACH| 320.00000 320.00| 325.00000 325.00| 250.00000 250.00 MONUMENT, SECTION CORNER | | | 0052 616-02320 516.000 m2 | 4.90000 2528.40| 3.50000 1806.00| 5.68000 2930.88 GEOTEXTILES | | | 0053 616-06405 328.000 Mg | 36.00000 11808.00| 32.00000 10496.00| 29.79000 9771.12 RIPRAP, REVETMENT | | | 0054 617-04488 3100.000 m2 | 2.96000 9176.00| 2.00000 6200.00| 2.79000 8649.00 GEOGRID, SUBGRADE | | | 0055 621-01004 2.000 EACH| 850.00000 1700.00| 900.00000 1800.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 1.225 Mg | 2188.00000 2680.30| 2400.00000 2940.00| 2179.07000 2669.36 FERTILIZER | | | 0057 621-06553 2180.000 kg | 4.55000 9919.00| 5.00000 10900.00| 4.55000 9919.00 SEED MIXTURE, R | | | 0058 621-06565 5.160 Mg | 917.00000 4731.72| 1000.00000 5160.00| 917.00000 4731.72 MULCHING MATERIAL | | | 0059 621-06567 78.000 kL | 1.00000 78.00| 1.00000 78.00| 1.00000 78.00 WATER | | | 0060 621-06574 4278.000 m2 | 4.50000 19251.00| 5.00000 21390.00| 4.50000 19251.00 SODDING | | | 0061 701-01849 364.000 m | 180.00000 65520.00| 140.00000 50960.00| 120.00000 43680.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0063 703-97936 341.000 EACH| 16.00000 5456.00| 16.00000 5456.00| 20.00000 6820.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0064 704-51002 101.400 m3 | 660.00000 66924.00| 725.00000 73515.00| 1500.00000 152100.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05732 8.000 EACH| 1500.00000 12000.00| 1450.00000 11600.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 3.000 m3 | 1100.00000 3300.00| 640.00000 1920.00| 1600.00000 4800.00 CONCRETE, C, RAILING | | | 0067 707-05976 48.678 m2 | 1550.06000 75453.82| 1750.00000 85186.50| 399.93000 19467.79 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 305 mm X 1219 mm | | | 0068 709-51821 LUMP| 2500.00000 2500.00| 1110.00000 1110.00| 1000.00000 1000.00 SURFACE SEAL | | | 0069 714-26725 30.000 m | 2185.00000 65550.00| 1200.00000 36000.00| 1089.00000 32670.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0070 715-04632 1.000 EACH| 1067.00000 1067.00| 1080.00000 1080.00| 983.00000 983.00 PIPE END SECTION, PRECAST CONCRETE, 900 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-05024 385.000 m | 180.86000 69631.10| 125.00000 48125.00| 120.00000 46200.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0072 715-05048 3304.000 m | 10.85000 35848.40| 17.00000 56168.00| 16.00000 52864.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0073 715-05151 769.000 m | 96.65000 74323.85| 118.00000 90742.00| 107.00000 82283.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0074 715-05152 75.000 m | 98.60000 7395.00| 90.00000 6750.00| 82.00000 6150.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0075 715-05154 50.000 m | 129.00000 6450.00| 95.00000 4750.00| 86.00000 4300.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0076 715-05155 175.000 m | 146.50000 25637.50| 100.00000 17500.00| 90.00000 15750.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0077 715-05156 140.000 m | 168.80000 23632.00| 110.00000 15400.00| 101.00000 14140.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0078 715-05407 56.000 m | 24.00000 1344.00| 50.00000 2800.00| 12.00000 672.00 PIPE, END BENT DRAIN, 150 mm | | | 0079 715-05415 655.000 m | 200.80000 131524.00| 200.00000 131000.00| 191.00000 125105.00 PIPE, SANITARY SEWER, 600 mm | | | 0080 715-05764 1.000 EACH| 1940.00000 1940.00| 2890.00000 2890.00| 2598.00000 2598.00 AIR AND VACUUM RELEASE VALVE | | | 0081 715-46005 9.000 EACH| 214.00000 1926.00| 340.00000 3060.00| 311.00000 2799.00 PIPE END SECTION, 375 mm | | | 0082 715-46030 1.000 EACH| 543.00000 543.00| 700.00000 700.00| 636.00000 636.00 PIPE END SECTION, 750 mm | | | 0083 718-52610 750.000 m3 | 33.00000 24750.00| 20.00000 15000.00| 21.00000 15750.00 AGGREGATE FOR UNDERDRAINS | | | 0084 718-99153 9635.000 m2 | 0.95000 9153.25| 0.50000 4817.50| 0.40000 3854.00 GEOTEXTILES FOR UNDERDRAIN | | | 0085 720-44000 10.000 EACH| 300.00000 3000.00| 900.00000 9000.00| 378.00000 3780.00 CASTING, ADJUST TO GRADE | | | 0086 720-45030 1.000 EACH| 1190.00000 1190.00| 900.00000 900.00| 812.00000 812.00 INLET, E7 | | | 0087 720-45045 21.000 EACH| 1407.00000 29547.00| 1100.00000 23100.00| 1000.00000 21000.00 INLET, J10 | | | 0088 720-45055 23.000 EACH| 1358.00000 31234.00| 1100.00000 25300.00| 1000.00000 23000.00 INLET, M10 | | | 0089 720-45410 7.000 EACH| 1650.00000 11550.00| 1400.00000 9800.00| 1337.00000 9359.00 MANHOLE, C4 | | | 0090 720-94612 5.000 EACH| 3640.00000 18200.00| 3200.00000 16000.00| 2880.00000 14400.00 MANHOLE, K4 | | | 0091 720-95422 6.000 EACH| 2475.00000 14850.00| 1775.00000 10650.00| 1611.00000 9666.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 801-04092 4758.000 m2 | 25.00000 118950.00| 14.00000 66612.00| 33.00000 157014.00 TEMPORARY PAVEMENT , HMA | | | 0093 801-06203 11214.000 m | 0.39000 4373.46| 0.40000 4485.60| 0.36000 4037.04 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0094 801-06207 1534.000 m | 2.50000 3835.00| 3.50000 5369.00| 3.06000 4694.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 801-06606 10.000 EACH| 115.00000 1150.00| 115.00000 1150.00| 102.00000 1020.00 BARRICADE, IIIB | | | 0096 801-06640 22.000 EACH| 150.00000 3300.00| 120.00000 2640.00| 105.00000 2310.00 CONSTRUCTION SIGN, A | | | 0097 801-06645 4.000 EACH| 21.00000 84.00| 30.00000 120.00| 28.00000 112.00 CONSTRUCTION SIGN, B | | | 0098 801-06775 LUMP| 27100.00000 27100.00| 103000.00000 103000.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0099 802-05701 59.300 m | 29.52000 1750.54| 32.00000 1897.60| 29.52000 1750.54 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0100 802-76025 16.160 m2 | 107.64000 1739.46| 115.00000 1858.40| 107.64000 1739.46 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0101 802-76035 14.100 m2 | 110.33000 1555.65| 120.00000 1692.00| 110.33000 1555.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0102 803-76125 5.000 EACH| 6300.00000 31500.00| 7000.00000 35000.00| 6300.00000 31500.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0103 805-01815 8.000 EACH| 1600.00000 12800.00| 1775.00000 14200.00| 1600.00000 12800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0104 805-01822 8.000 EACH| 900.00000 7200.00| 1000.00000 8000.00| 900.00000 7200.00 SPAN, CATENARY AND TETHER, INSTALL | | | 0105 805-01842 12.000 EACH| 500.00000 6000.00| 550.00000 6600.00| 500.00000 6000.00 HANDHOLE, SIGNAL | | | 0106 805-02328 2437.000 m | 0.66000 1608.42| 0.75000 1827.75| 0.66000 1608.42 SIGNAL CABLE, 1C 14GA. | | | 0107 805-02445 2.000 EACH| 7450.00000 14900.00| 8275.00000 16550.00| 7450.00000 14900.00 CONTROLLER CABINET, P1 | | | 0108 805-06592 575.000 m | 29.52000 16974.00| 33.00000 18975.00| 29.52000 16974.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0109 805-78205 16.000 EACH| 380.00000 6080.00| 450.00000 7200.00| 380.00000 6080.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 805-78215 4.000 EACH| 390.00000 1560.00| 450.00000 1800.00| 390.00000 1560.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0111 805-78420 8.000 EACH| 250.00000 2000.00| 275.00000 2200.00| 250.00000 2000.00 DISCONNECT HANGER | | | 0112 805-78485 181.000 m | 2.62000 474.22| 3.00000 543.00| 2.62000 474.22 SIGNAL CABLE, 5C 14GA. | | | 0113 805-78490 210.000 m | 2.95000 619.50| 3.50000 735.00| 2.95000 619.50 SIGNAL CABLE, 7C 14GA. | | | 0114 805-78510 783.000 m | 1.97000 1542.51| 2.00000 1566.00| 1.97000 1542.51 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78785 12.000 EACH| 380.00000 4560.00| 425.00000 5100.00| 380.00000 4560.00 SIGNAL DETECTOR HOUSING | | | 0116 805-78795 534.000 m | 26.24000 14012.16| 29.00000 15486.00| 26.24000 14012.16 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0117 805-78925 2.000 EACH| 650.00000 1300.00| 700.00000 1400.00| 650.00000 1300.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0118 805-81032 8.000 EACH| 2950.00000 23600.00| 3200.00000 25600.00| 2950.00000 23600.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0119 805-86820 20.000 EACH| 500.00000 10000.00| 550.00000 11000.00| 500.00000 10000.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0120 805-86889 621.600 m | 0.82000 509.71| 1.00000 621.60| 0.82000 509.71 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0121 805-86920 64.000 EACH| 10.00000 640.00| 10.00000 640.00| 10.00000 640.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0122 805-86925 8.000 EACH| 15.00000 120.00| 15.00000 120.00| 15.00000 120.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0123 805-86930 40.000 EACH| 10.00000 400.00| 10.00000 400.00| 10.00000 400.00 INSULATING LINK, NOT WATERPROOFED | | | 0124 805-86935 8.000 EACH| 15.00000 120.00| 15.00000 120.00| 15.00000 120.00 INSULATING LINK, WATERPROOFED | | | 0125 805-92504 12.000 EACH| 225.00000 2700.00| 250.00000 3000.00| 225.00000 2700.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0126 805-98335 1375.400 m | 13.12000 18045.25| 15.00000 20631.00| 13.12000 18045.25 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0127 805-98336 131.900 m | 13.12000 1730.53| 15.00000 1978.50| 13.12000 1730.53 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 807-02191 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 HANDHOLE, LIGHTING | | | 0129 807-04652 2.000 EACH| 1500.00000 3000.00| 1600.00000 3200.00| 1500.00000 3000.00 SERVICE POINT | | | 0130 807-83648 2.000 EACH| 950.00000 1900.00| 1000.00000 2000.00| 950.00000 1900.00 LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0131 807-83700 2.000 EACH| 960.00000 1920.00| 1000.00000 2000.00| 960.00000 1920.00 LIGHT POLE, 11.6 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0132 807-83704 1.000 EACH| 970.00000 970.00| 1050.00000 1050.00| 970.00000 970.00 LIGHT POLE, 11.6 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0133 807-83752 4.000 EACH| 1080.00000 4320.00| 1200.00000 4800.00| 1080.00000 4320.00 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0134 807-83756 2.000 EACH| 1090.00000 2180.00| 1200.00000 2400.00| 1090.00000 2180.00 LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0135 807-83804 6.000 EACH| 1110.00000 6660.00| 1200.00000 7200.00| 1110.00000 6660.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0136 807-83808 3.000 EACH| 1120.00000 3360.00| 1250.00000 3750.00| 1120.00000 3360.00 LIGHT POLE, 12.8 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0137 807-86620 20.000 EACH| 250.00000 5000.00| 275.00000 5500.00| 250.00000 5000.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0138 807-86910 20.000 EACH| 25.00000 500.00| 27.00000 540.00| 25.00000 500.00 CONNECTOR KIT, UNFUSED | | | 0139 807-86915 20.000 EACH| 25.00000 500.00| 27.00000 540.00| 25.00000 500.00 CONNECTOR KIT, FUSED | | | 0140 808-06701 776.000 m | 1.10000 853.60| 1.00000 776.00| 0.93000 721.68 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0141 808-06703 272.000 m | 1.10000 299.20| 1.00000 272.00| 0.93000 252.96 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0142 808-06716 675.000 m | 0.98000 661.50| 1.00000 675.00| 1.16000 783.00 LINE, REMOVE | | | 0143 808-74812 92.000 m | 3.60000 331.20| 25.00000 2300.00| 23.15000 2129.80 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 808-75240 600.000 m | 1.10000 660.00| 1.00000 600.00| 0.93000 558.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0145 808-75245 3984.000 m | 1.10000 4382.40| 1.00000 3984.00| 0.93000 3705.12 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0146 808-75297 79.000 m | 8.20000 647.80| 10.00000 790.00| 9.56000 755.24 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0147 808-75320 8.000 EACH| 50.00000 400.00| 65.00000 520.00| 58.60000 468.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0148 808-75325 8.000 EACH| 60.00000 480.00| 90.00000 720.00| 84.70000 677.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0149 703-51032 27385.000 kg | 1.80000 49293.00| 2.00000 54770.00| 2.00000 54770.00 REINFORCING STEEL, EPOXY COATED | | | 0150 802-02293 22.800 m3 | 392.39000 8946.49| 425.00000 9690.00| 392.39000 8946.49 CONCRETE, SIGN FOUNDATION | | | 0151 803-02310 2143.260 kg | 4.41000 9451.78| 5.00000 10716.30| 4.41000 9451.78 REINFORCING STEEL, SIGN FOUNDATION | | | 0152 202-02240 1440.000 m2 | 6.50000 9360.00| 15.00000 21600.00| 5.00000 7200.00 PAVEMENT, REMOVE | | | SECTION TOTALS | $ 3,592,581.46| $ 3,598,702.92| $ 3,697,634.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,592,581.46| $ 3,598,702.92| $ 3,697,634.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 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 105-06790 15.000 MOS | 2100.00000 31500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 90000.00000 90000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 190000.00000 190000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 110-01001 LUMP| 14250.00000 14250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | FORCE MAIN | | | 0005 201-52370 LUMP| 75000.00000 75000.00| | CLEARING RIGHT OF WAY | | | 0006 202-51330 LUMP| 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 11000.000 m2 | 3.00000 33000.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 8800.000 m3 | 17.00000 149600.00| | EXCAVATION, COMMON | | | 0009 203-02070 9660.000 m3 | 8.00000 77280.00| | BORROW | | | 0010 204-02290 1.000 EACH| 1500.00000 1500.00| | SETTLEMENT PLATE | | | 0011 205-02224 1239.000 m | 6.10000 7557.90| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 60.000 m | 105.00000 6300.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02232 100.000 m3 | 210.00000 21000.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-02234 3.000 EACH| 57.00000 171.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 1.000 EACH| 75.00000 75.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 46.000 EACH| 25.00000 1150.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 206-51230 195.000 m3 | 15.00000 2925.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 207-02045 6145.600 m3 | 5.10000 31342.56| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0019 211-02050 4350.000 m3 | 22.35000 97222.50| | B BORROW | | | 0020 211-02060 2874.000 m3 | 16.00000 45984.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0021 211-02060 1199.000 m3 | 16.00000 19184.00| | B BORROW FOR STRUCTURE BACKFILL FOR | | | FORCE MAIN | | | 0022 211-06467 52.000 m3 | 90.00000 4680.00| | AGGREGATE FOR END BENT BACKFILL | | | 0023 303-04075 121.000 Mg | 25.00000 3025.00| | COMPACTED AGGREGATE, O, 73 | | | 0024 303-52308 790.000 Mg | 22.00000 17380.00| | COMPACTED AGGREGATE, O, 53 | | | 0025 305-06082 27.000 Mg | 100.00000 2700.00| | HMA PATCHING FOR ASPHALT PAVEMENT | | | 0026 401-05437 8750.000 Mg | 33.00000 288750.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 4245.000 Mg | 35.00000 148575.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 2360.000 Mg | 42.00000 99120.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05470 4480.000 Mg | 33.00000 147840.00| | HMA BASE C25.0 mm, MAINLINE | | | 0030 402-05477 150.000 Mg | 41.00000 6150.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0031 402-05481 75.000 Mg | 50.00000 3750.00| | HMA BASE 25.0 mm, SHOULDER | | | 0032 402-05495 15086.000 Mg | 36.00000 543096.00| | HMA WEDGE AND LEVEL | | | 0033 404-05511 252.000 m2 | 8.10000 2041.20| | SEAL COAT, 2 | | | 0034 406-05520 35.900 Mg | 255.00000 9154.50| | ASPHALT FOR TACK COAT | | | 0035 506-06333 100.000 m2 | 175.00000 17500.00| | PCCP PATCHING, FULL DEPTH | | | 0036 601-01522 8.000 EACH| 1350.00000 10800.00| | GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-04746 2.000 EACH| 8000.00000 16000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0038 601-94689 8.000 EACH| 2300.00000 18400.00| | GUARDRAIL END TREATMENT, OS | | | 0039 601-96062 11.040 m | 350.00000 3864.00| | HANDRAIL, ALUMINUM, SCHEDULE 40, 50 mm | | | DIA. X 225 mm HIGH | | | 0040 601-99105 358.140 m | 31.00000 11102.34| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06639 24.400 m | 110.00000 2684.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06729 4.000 EACH| 8.00000 32.00| | BARRIER DELINEATOR | | | 0043 603-06040 349.000 m | 25.00000 8725.00| | FENCE, FARM FIELD, 1190 mm | | | 0044 605-52807 2817.000 m | 31.00000 87327.00| | CURB AND GUTTER, COMBINED | | | 0045 610-05527 485.000 Mg | 66.00000 32010.00| | HMA FOR APPROACHES | | | 0046 610-06257 902.000 m2 | 57.00000 51414.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0047 611-05332 1248.000 m2 | 42.00000 52416.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0048 611-06497 9.000 EACH| 200.00000 1800.00| | MAILBOX ASSEMBLY, SINGLE | | | 0049 611-06498 4.000 EACH| 280.00000 1120.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0050 615-06505 10.000 EACH| 475.00000 4750.00| | MONUMENT, B | | | 0051 615-06527 1.000 EACH| 350.00000 350.00| | MONUMENT, SECTION CORNER | | | 0052 616-02320 516.000 m2 | 4.80000 2476.80| | GEOTEXTILES | | | 0053 616-06405 328.000 Mg | 36.00000 11808.00| | RIPRAP, REVETMENT | | | 0054 617-04488 3100.000 m2 | 10.00000 31000.00| | GEOGRID, SUBGRADE | | | 0055 621-01004 2.000 EACH| 850.00000 1700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06545 1.225 Mg | 2200.00000 2695.00| | FERTILIZER | | | 0057 621-06553 2180.000 kg | 4.65000 10137.00| | SEED MIXTURE, R | | | 0058 621-06565 5.160 Mg | 1000.00000 5160.00| | MULCHING MATERIAL | | | 0059 621-06567 78.000 kL | 1.10000 85.80| | WATER | | | 0060 621-06574 4278.000 m2 | 4.65000 19892.70| | SODDING | | | 0061 701-01849 364.000 m | 180.00000 65520.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0063 703-97936 341.000 EACH| 16.00000 5456.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0064 704-51002 101.400 m3 | 660.00000 66924.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05732 8.000 EACH| 1500.00000 12000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 3.000 m3 | 1100.00000 3300.00| | CONCRETE, C, RAILING | | | 0067 707-05976 48.678 m2 | 1550.06000 75453.82| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 305 mm X 1219 mm | | | 0068 709-51821 LUMP| 2500.00000 2500.00| | SURFACE SEAL | | | 0069 714-26725 30.000 m | 2900.00000 87000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0070 715-04632 1.000 EACH| 1000.00000 1000.00| | PIPE END SECTION, PRECAST CONCRETE, 900 | | | mm | | | 0071 715-05024 385.000 m | 180.00000 69300.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0072 715-05048 3304.000 m | 5.00000 16520.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0073 715-05151 769.000 m | 130.00000 99970.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0074 715-05152 75.000 m | 100.00000 7500.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0075 715-05154 50.000 m | 140.00000 7000.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05155 175.000 m | 150.00000 26250.00| | PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0077 715-05156 140.000 m | 165.00000 23100.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0078 715-05407 56.000 m | 24.00000 1344.00| | PIPE, END BENT DRAIN, 150 mm | | | 0079 715-05415 655.000 m | 120.00000 78600.00| | PIPE, SANITARY SEWER, 600 mm | | | 0080 715-05764 1.000 EACH| 6500.00000 6500.00| | AIR AND VACUUM RELEASE VALVE | | | 0081 715-46005 9.000 EACH| 450.00000 4050.00| | PIPE END SECTION, 375 mm | | | 0082 715-46030 1.000 EACH| 700.00000 700.00| | PIPE END SECTION, 750 mm | | | 0083 718-52610 750.000 m3 | 46.00000 34500.00| | AGGREGATE FOR UNDERDRAINS | | | 0084 718-99153 9635.000 m2 | 1.60000 15416.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0085 720-44000 10.000 EACH| 300.00000 3000.00| | CASTING, ADJUST TO GRADE | | | 0086 720-45030 1.000 EACH| 1000.00000 1000.00| | INLET, E7 | | | 0087 720-45045 21.000 EACH| 1250.00000 26250.00| | INLET, J10 | | | 0088 720-45055 23.000 EACH| 1175.00000 27025.00| | INLET, M10 | | | 0089 720-45410 7.000 EACH| 1500.00000 10500.00| | MANHOLE, C4 | | | 0090 720-94612 5.000 EACH| 3800.00000 19000.00| | MANHOLE, K4 | | | 0091 720-95422 6.000 EACH| 2500.00000 15000.00| | MANHOLE, J4 | | | 0092 801-04092 4758.000 m2 | 33.50000 159393.00| | TEMPORARY PAVEMENT , HMA | | | 0093 801-06203 11214.000 m | 0.68000 7625.52| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0094 801-06207 1534.000 m | 4.20000 6442.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 801-06606 10.000 EACH| 195.00000 1950.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 801-06640 22.000 EACH| 260.00000 5720.00| | CONSTRUCTION SIGN, A | | | 0097 801-06645 4.000 EACH| 36.00000 144.00| | CONSTRUCTION SIGN, B | | | 0098 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC | | | 0099 802-05701 59.300 m | 45.00000 2668.50| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0100 802-76025 16.160 m2 | 155.00000 2504.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0101 802-76035 14.100 m2 | 165.00000 2326.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0102 803-76125 5.000 EACH| 5000.00000 25000.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0103 805-01815 8.000 EACH| 1400.00000 11200.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0104 805-01822 8.000 EACH| 1200.00000 9600.00| | SPAN, CATENARY AND TETHER, INSTALL | | | 0105 805-01842 12.000 EACH| 635.00000 7620.00| | HANDHOLE, SIGNAL | | | 0106 805-02328 2437.000 m | 1.25000 3046.25| | SIGNAL CABLE, 1C 14GA. | | | 0107 805-02445 2.000 EACH| 7200.00000 14400.00| | CONTROLLER CABINET, P1 | | | 0108 805-06592 575.000 m | 36.00000 20700.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0109 805-78205 16.000 EACH| 345.00000 5520.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0110 805-78215 4.000 EACH| 345.00000 1380.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0111 805-78420 8.000 EACH| 170.00000 1360.00| | DISCONNECT HANGER | | | 0112 805-78485 181.000 m | 3.35000 606.35| | SIGNAL CABLE, 5C 14GA. | | | 0113 805-78490 210.000 m | 3.85000 808.50| | SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-78510 783.000 m | 2.75000 2153.25| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78785 12.000 EACH| 451.00000 5412.00| | SIGNAL DETECTOR HOUSING | | | 0116 805-78795 534.000 m | 25.00000 13350.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0117 805-78925 2.000 EACH| 742.00000 1484.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0118 805-81032 8.000 EACH| 2230.00000 17840.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0119 805-86820 20.000 EACH| 720.00000 14400.00| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0120 805-86889 621.600 m | 1.55000 963.48| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0121 805-86920 64.000 EACH| 16.25000 1040.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0122 805-86925 8.000 EACH| 27.50000 220.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0123 805-86930 40.000 EACH| 11.25000 450.00| | INSULATING LINK, NOT WATERPROOFED | | | 0124 805-86935 8.000 EACH| 24.00000 192.00| | INSULATING LINK, WATERPROOFED | | | 0125 805-92504 12.000 EACH| 255.00000 3060.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0126 805-98335 1375.400 m | 12.25000 16848.65| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0127 805-98336 131.900 m | 12.25000 1615.78| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0128 807-02191 2.000 EACH| 625.00000 1250.00| | HANDHOLE, LIGHTING | | | 0129 807-04652 2.000 EACH| 1400.00000 2800.00| | SERVICE POINT | | | 0130 807-83648 2.000 EACH| 825.00000 1650.00| | LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 807-83700 2.000 EACH| 800.00000 1600.00| | LIGHT POLE, 11.6 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0132 807-83704 1.000 EACH| 840.00000 840.00| | LIGHT POLE, 11.6 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0133 807-83752 4.000 EACH| 975.00000 3900.00| | LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0134 807-83756 2.000 EACH| 975.00000 1950.00| | LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0135 807-83804 6.000 EACH| 1000.00000 6000.00| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0136 807-83808 3.000 EACH| 1000.00000 3000.00| | LIGHT POLE, 12.8 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0137 807-86620 20.000 EACH| 200.00000 4000.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0138 807-86910 20.000 EACH| 25.00000 500.00| | CONNECTOR KIT, UNFUSED | | | 0139 807-86915 20.000 EACH| 25.00000 500.00| | CONNECTOR KIT, FUSED | | | 0140 808-06701 776.000 m | 1.85000 1435.60| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0141 808-06703 272.000 m | 1.85000 503.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0142 808-06716 675.000 m | 1.65000 1113.75| | LINE, REMOVE | | | 0143 808-74812 92.000 m | 6.10000 561.20| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0144 808-75240 600.000 m | 1.85000 1110.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0145 808-75245 3984.000 m | 1.85000 7370.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 161 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,034,485.58 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 161 CONTRACT ID : R -25551-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 808-75297 79.000 m | 14.00000 1106.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0147 808-75320 8.000 EACH| 84.00000 672.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0148 808-75325 8.000 EACH| 105.00000 840.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0149 703-51032 27385.000 kg | 1.80000 49293.00| | REINFORCING STEEL, EPOXY COATED | | | 0150 802-02293 22.800 m3 | 600.00000 13680.00| | CONCRETE, SIGN FOUNDATION | | | 0151 803-02310 2143.260 kg | 1.85000 3965.03| | REINFORCING STEEL, SIGN FOUNDATION | | | 0152 202-02240 1440.000 m2 | 7.00000 10080.00| | PAVEMENT, REMOVE | | | SECTION TOTALS | $ 3,921,997.68| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,921,997.68| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,794.81 ROUTE : I-74 CALL ORDER : 171 CONTRACT ID : R -25631-A COUNTIES : MARION SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0743111 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 198,731.80 100.0000% 2 35-1139301 E & B PAVING, INC. $ 237,901.20 119.7096% 3 35-1151771 CALUMET ASPHALT PAVING CO $ 241,392.10 121.4662% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 246,400.00 123.9861% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 252,550.00 127.0808% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1139301 |(3) 35-1151771 |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 1200.00000 4800.00| 1929.95000 7719.80 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 3800.00000 3800.00| 3992.60000 3992.60 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 4500.00000 4500.00| 11800.00000 11800.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 23560.000 m2 | 0.55000 12958.00| 0.60000 14136.00| 1.20000 28272.00 SURFACE MILLING, ASPHALT , 38 mm | | | 0005 305-05204 389.100 Mg | 70.00000 27237.00| 125.00000 48637.50| 106.41000 41404.13 HMA FOR PATCHING | | | 0006 401-05455 148.500 Mg | 44.00000 6534.00| 45.00000 6682.50| 42.09000 6250.37 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05457 2544.600 Mg | 43.00000 109417.80| 46.00000 117051.60| 45.77000 116466.34 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 402-05487 52.500 Mg | 58.00000 3045.00| 48.00000 2520.00| 45.36000 2381.40 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0009 402-05492 75.200 Mg | 105.00000 7896.00| 60.00000 4512.00| 62.16000 4674.43 HMA SURFACE 12.5 mm, SHOULDER | | | 0010 406-05520 7.700 Mg | 200.00000 1540.00| 175.00000 1347.50| 165.00000 1270.50 ASPHALT FOR TACK COAT | | | 0011 801-04308 1.000 EACH| 300.00000 300.00| 150.00000 150.00| 158.43000 158.43 ROAD CLOSURE SIGN ASSEMBLY | | | 0012 801-06204 20.000 m | 0.70000 14.00| 11.50000 230.00| 12.15000 243.00 TEMPORARY PAVEMENT MARKING, 125 mm | | | 0013 801-06208 20.000 m | 3.00000 60.00| 12.00000 240.00| 4.01000 80.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,794.81 ROUTE : I-74 CALL ORDER : 171 CONTRACT ID : R -25631-A COUNTIES : MARION SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1139301 |(3) 35-1151771 |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06605 2.000 EACH| 150.00000 300.00| 100.00000 200.00| 105.62000 211.24 BARRICADE, IIIA | | | 0015 801-06640 19.000 EACH| 70.00000 1330.00| 55.00000 1045.00| 58.09000 1103.71 CONSTRUCTION SIGN, A | | | 0016 801-06710 90.000 DAY | 20.00000 1800.00| 13.00000 1170.00| 13.73000 1235.70 FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 10000.00000 10000.00| 16750.00000 16750.00| 10693.25000 10693.25 MAINTAINING TRAFFIC | | | 0018 808-06702 50.000 m | 11.00000 550.00| 7.35000 367.50| 7.76000 388.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0019 808-06713 7200.000 m | 0.25000 1800.00| 0.18000 1296.00| 0.19000 1368.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 200.000 m | 0.25000 50.00| 0.18000 36.00| 0.19000 38.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75996 20.000 EACH| 10.00000 200.00| 6.48000 129.60| 19.24000 384.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 20.000 EACH| 60.00000 1200.00| 50.00000 1000.00| 52.81000 1056.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 198,731.80| $ 237,901.20| $ 241,392.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,731.80| $ 237,901.20| $ 241,392.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,794.81 ROUTE : I-74 CALL ORDER : 171 CONTRACT ID : R -25631-A COUNTIES : MARION SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 2100.00000 8400.00| 1200.00000 4800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 1400.00000 1400.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20753.00000 20753.00| 10484.45000 10484.45| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 23560.000 m2 | 0.90000 21204.00| 1.70000 40052.00| SURFACE MILLING, ASPHALT , 38 mm | | | 0005 305-05204 389.100 Mg | 90.00000 35019.00| 85.50000 33268.05| HMA FOR PATCHING | | | 0006 401-05455 148.500 Mg | 58.00000 8613.00| 52.00000 7722.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05457 2544.600 Mg | 50.00000 127230.00| 51.00000 129774.60| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 402-05487 52.500 Mg | 58.00000 3045.00| 98.00000 5145.00| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0009 402-05492 75.200 Mg | 50.00000 3760.00| 87.00000 6542.40| HMA SURFACE 12.5 mm, SHOULDER | | | 0010 406-05520 7.700 Mg | 200.00000 1540.00| 160.00000 1232.00| ASPHALT FOR TACK COAT | | | 0011 801-04308 1.000 EACH| 157.00000 157.00| 160.00000 160.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0012 801-06204 20.000 m | 3.00000 60.00| 4.00000 80.00| TEMPORARY PAVEMENT MARKING, 125 mm | | | 0013 801-06208 20.000 m | 3.00000 60.00| 5.00000 100.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0014 801-06605 2.000 EACH| 105.00000 210.00| 105.00000 210.00| BARRICADE, IIIA | | | 0015 801-06640 19.000 EACH| 57.00000 1083.00| 58.00000 1102.00| CONSTRUCTION SIGN, A | | | 0016 801-06710 90.000 DAY | 14.00000 1260.00| 15.00000 1350.00| FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0018 808-06702 50.000 m | 7.80000 390.00| 7.75000 387.50| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0019 808-06713 7200.000 m | 0.19000 1368.00| 0.20000 1440.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,794.81 ROUTE : I-74 CALL ORDER : 171 CONTRACT ID : R -25631-A COUNTIES : MARION SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06714 200.000 m | 0.19000 38.00| 0.20000 40.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75996 20.000 EACH| 8.00000 160.00| 10.00000 200.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 20.000 EACH| 52.50000 1050.00| 53.00000 1060.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 246,400.00| $ 252,550.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 246,400.00| $ 252,550.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 177 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,751.52 ROUTE : US 421, SR 334 CALL ORDER : 177 CONTRACT ID : R -25634-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 360600G 135200U SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 19,757.64 100.0000% ==================================================================================================================================== |(1) 35-1874009 | | |HAUER EXCAVATING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 2300.00000 2300.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 63 | | | 0002 202-03000 LUMP| 14795.50000 14795.50| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0003 202-03135 6.040 m2 | 99.34000 600.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 2.000 EACH| 600.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 0.477 Mg | 285.00000 135.94| | FERTILIZER | | | 0006 621-06553 97.500 kg | 3.32000 323.70| | SEED MIXTURE, R | | | 0007 621-06565 3.500 Mg | 115.00000 402.50| | MULCHING MATERIAL | | | SECTION TOTALS | $ 19,757.64| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,757.64| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 761,003.35 ROUTE : ROLLING PRAIRIE STS CALL ORDER : 181 CONTRACT ID : R -25646-A COUNTIES : LAPORTE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47001 IN47001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 593,846.53 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 660,734.38 111.2634% 3 35-1065659 BROOKS CONSTRUCTION $ 702,376.04 118.2756% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1300.00000 3900.00| 1500.00000 4500.00| 1400.00000 4200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 30000.00000 30000.00| 35100.00000 35100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 19576.00000 19576.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 50.000 m | 30.70000 1535.00| 26.00000 1300.00| 20.00000 1000.00 CURB, CONCRETE, REMOVE | | | 0006 202-60820 3722.000 m2 | 2.95000 10979.90| 6.50000 24193.00| 2.00000 7444.00 SURFACE MILLING, ASPHALT | | | 0007 202-74045 116.000 EACH| 55.00000 6380.00| 16.00000 1856.00| 9.50000 1102.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-98370 3.000 EACH| 110.00000 330.00| 600.00000 1800.00| 120.00000 360.00 POLE, REMOVE | | | 0009 203-02080 9.000 km | 830.00000 7470.00| 3800.00000 34200.00| 7000.00000 63000.00 LINEAR GRADING | | | 0010 303-04095 290.000 Mg | 23.00000 6670.00| 38.00000 11020.00| 27.00000 7830.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0011 305-05204 1520.000 Mg | 62.00000 94240.00| 46.00000 69920.00| 50.00000 76000.00 HMA FOR PATCHING | | | 0012 305-05206 1440.000 Mg | 40.95000 58968.00| 46.00000 66240.00| 43.00000 61920.00 WIDENING WITH HMA | | | 0013 402-05474 3770.000 Mg | 30.25000 114042.50| 34.00000 128180.00| 36.00000 135720.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 3500.000 Mg | 35.65000 124775.00| 40.00000 140000.00| 39.00000 136500.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 761,003.35 ROUTE : ROLLING PRAIRIE STS CALL ORDER : 181 CONTRACT ID : R -25646-A COUNTIES : LAPORTE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05495 1840.000 Mg | 30.25000 55660.00| 34.00000 62560.00| 41.00000 75440.00 HMA WEDGE AND LEVEL | | | 0016 406-05520 25.000 Mg | 330.00000 8250.00| 400.00000 10000.00| 160.00000 4000.00 ASPHALT FOR TACK COAT | | | 0017 605-06215 68.000 m | 60.00000 4080.00| 190.00000 12920.00| 60.00000 4080.00 CENTER CURB, D, CONCRETE | | | 0018 610-05527 160.000 Mg | 94.00000 15040.00| 40.00000 6400.00| 42.00000 6720.00 HMA FOR APPROACHES | | | 0020 611-06497 10.000 EACH| 165.00000 1650.00| 150.00000 1500.00| 120.00000 1200.00 MAILBOX ASSEMBLY, SINGLE | | | 0021 611-95023 22.000 EACH| 165.00000 3630.00| 120.00000 2640.00| 125.00000 2750.00 MAILBOX ASSEMBLY, RESET | | | 0022 621-01004 1.000 EACH| 825.00000 825.00| 750.00000 750.00| 1250.00000 1250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06560 3220.000 m2 | 1.15000 3703.00| 1.02000 3284.40| 1.02000 3284.40 MULCHED SEEDING, U | | | 0024 621-06570 15.000 m3 | 75.00000 1125.00| 40.00000 600.00| 25.00000 375.00 TOP SOIL | | | 0025 720-44000 3.000 EACH| 375.00000 1125.00| 350.00000 1050.00| 320.00000 960.00 CASTING, ADJUST TO GRADE | | | 0026 801-06640 27.000 EACH| 66.00000 1782.00| 62.00000 1674.00| 60.00000 1620.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| 17500.00000 17500.00 MAINTAINING TRAFFIC | | | 0028 802-05701 370.000 m | 36.10000 13357.00| 19.31000 7144.70| 19.31000 7144.70 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0029 802-05702 37.000 m | 39.70000 1468.90| 17.24000 637.88| 17.24000 637.88 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0030 802-76025 71.000 m2 | 165.75000 11768.25| 137.12000 9735.52| 137.12000 9735.52 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0031 802-76035 4.700 m2 | 130.25000 612.18| 149.41000 702.23| 149.41000 702.23 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0032 802-90623 87.000 EACH| 44.00000 3828.00| 5.35000 465.45| 5.35000 465.45 SIGN BRACKET FOR STREET NAME | | | 0033 808-04298 2.000 EACH| 302.50000 605.00| 198.00000 396.00| 198.33000 396.66 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 761,003.35 ROUTE : ROLLING PRAIRIE STS CALL ORDER : 181 CONTRACT ID : R -25646-A COUNTIES : LAPORTE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06703 66.000 m | 1.00000 66.00| 1.15000 75.90| 1.15000 75.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0035 808-75245 332.000 m | 1.00000 332.00| 1.15000 381.80| 1.15000 381.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0036 203-02000 15.000 m3 | 57.80000 867.00| 26.00000 390.00| 35.00000 525.00 EXCAVATION, COMMON | | | 0037 801-06207 40.000 m | 5.75000 230.00| 3.50000 140.00| 6.00000 240.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 808-95638 62.000 m2 | 8.90000 551.80| 1.25000 77.50| 2.25000 139.50 CENTER CURB PAINTING | | | SECTION TOTALS | $ 593,846.53| $ 660,734.38| $ 702,376.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 593,846.53| $ 660,734.38| $ 702,376.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,743.21 ROUTE : 67 CALL ORDER : 191 CONTRACT ID : R -25656-A COUNTIES : KNOX LETTING DATE : 06/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 04310AA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 12,481.25 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 13,499.00 108.1542% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 14,988.75 120.0901% 4 35-1817574 YARDBERRY LANDSCAPE $ 15,338.75 122.8943% 5 35-1874009 HAUER EXCAVATING $ 16,474.40 131.9931% 6 35-1595689 ONYX PAVING COMPANY, INC. $ 17,999.75 144.2143% 7 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 18,855.00 151.0665% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1418333 |(3) 35-2070195 |CLR, INC. |ROGERS GROUP, INC. |ALPHA EXCAVATING & LANDSCAPI 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| 11000.00000 11000.00| 9748.35000 9748.35| 11800.00000 11800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 116 | | | 0002 621-01004 1.000 EACH| 200.00000 200.00| 825.00000 825.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.450 Mg | 975.00000 438.75| 887.00000 399.15| 775.00000 348.75 FERTILIZER | | | 0004 621-06553 95.000 kg | 4.25000 403.75| 11.20000 1064.00| 9.50000 902.50 SEED MIXTURE, R | | | 0005 621-06565 2.250 Mg | 195.00000 438.75| 650.00000 1462.50| 550.00000 1237.50 MULCHING MATERIAL | | | SECTION TOTALS | $ 12,481.25| $ 13,499.00| $ 14,988.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,481.25| $ 13,499.00| $ 14,988.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,743.21 ROUTE : 67 CALL ORDER : 191 CONTRACT ID : R -25656-A COUNTIES : KNOX LETTING DATE : 06/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1874009 |(6) 35-1595689 |YARDBERRY LANDSCAPE |HAUER EXCAVATING |ONYX PAVING COMPANY, 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| 13000.00000 13000.00| 15172.00000 15172.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 116 | | | 0002 621-01004 1.000 EACH| 700.00000 700.00| 600.00000 600.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.450 Mg | 500.00000 225.00| 285.00000 128.25| 710.00000 319.50 FERTILIZER | | | 0004 621-06553 95.000 kg | 6.00000 570.00| 3.32000 315.40| 8.95000 850.25 SEED MIXTURE, R | | | 0005 621-06565 2.250 Mg | 375.00000 843.75| 115.00000 258.75| 520.00000 1170.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 15,338.75| $ 16,474.40| $ 17,999.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,338.75| $ 16,474.40| $ 17,999.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,743.21 ROUTE : 67 CALL ORDER : 191 CONTRACT ID : R -25656-A COUNTIES : KNOX LETTING DATE : 06/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | 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| 15590.00000 15590.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 116 | | | 0002 621-01004 1.000 EACH| 700.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.450 Mg | 800.00000 360.00| | FERTILIZER | | | 0004 621-06553 95.000 kg | 9.00000 855.00| | SEED MIXTURE, R | | | 0005 621-06565 2.250 Mg | 600.00000 1350.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 18,855.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,855.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,199.21 ROUTE : 164 CALL ORDER : 201 CONTRACT ID : R -25657-A COUNTIES : DUBOIS LETTING DATE : 06/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : W37000E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 14,282.50 100.0000% 2 35-1874009 HAUER EXCAVATING $ 15,130.70 105.9387% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 15,965.00 111.7801% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 15,988.75 111.9464% 5 35-1036663 KNIES CONSTRUCTION, INC. $ 22,062.11 154.4695% 6 35-1595689 ONYX PAVING COMPANY, INC. $ 28,004.81 196.0777% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1874009 |(3) 35-1009310 |YARDBERRY LANDSCAPE |HAUER EXCAVATING |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 12000.00000 12000.00| 13878.30000 13878.30| 12700.00000 12700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0002 621-01004 1.000 EACH| 700.00000 700.00| 550.00000 550.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.450 Mg | 500.00000 225.00| 285.00000 128.25| 800.00000 360.00 FERTILIZER | | | 0004 621-06554 95.000 kg | 6.00000 570.00| 3.32000 315.40| 9.00000 855.00 SEED MIXTURE, U | | | 0005 621-06565 2.250 Mg | 350.00000 787.50| 115.00000 258.75| 600.00000 1350.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 14,282.50| $ 15,130.70| $ 15,965.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,282.50| $ 15,130.70| $ 15,965.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,199.21 ROUTE : 164 CALL ORDER : 201 CONTRACT ID : R -25657-A COUNTIES : DUBOIS LETTING DATE : 06/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1036663 |(6) 35-1595689 |ALPHA EXCAVATING & LANDSCAPI|KNIES CONSTRUCTION, INC. |ONYX PAVING COMPANY, 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| 12800.00000 12800.00| 19300.00000 19300.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0002 621-01004 1.000 EACH| 700.00000 700.00| 150.00000 150.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.450 Mg | 775.00000 348.75| 755.56000 340.00| 710.00000 319.50 FERTILIZER | | | 0004 621-06554 95.000 kg | 9.50000 902.50| 6.38000 606.10| 8.95000 850.25 SEED MIXTURE, U | | | 0005 621-06565 2.250 Mg | 550.00000 1237.50| 740.45000 1666.01| 522.25000 1175.06 MULCHING MATERIAL | | | SECTION TOTALS | $ 15,988.75| $ 22,062.11| $ 28,004.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,988.75| $ 22,062.11| $ 28,004.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,032.23 ROUTE : 66 CALL ORDER : 211 CONTRACT ID : R -25673-A COUNTIES : WARRICK LETTING DATE : 06/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/19/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 006600G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582525 AIGNER, JERRY CONSTRUCTION $ 12,182.10 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 18,678.50 153.3274% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 26,236.25 215.3672% 4 35-1595689 ONYX PAVING COMPANY, INC. $ 26,762.76 219.6892% ==================================================================================================================================== |(1) 35-1582525 |(2) 35-1817574 |(3) 35-2070195 |AIGNER, JERRY CONSTRUCTION |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI 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| 7800.00000 7800.00| 10000.00000 10000.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0002 202-03000 LUMP| 2200.00000 2200.00| 5000.00000 5000.00| 8500.00000 8500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0003 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 300.00000 272.10| 500.00000 453.50| 750.00000 680.25 FERTILIZER | | | 0005 621-06554 190.000 kg | 4.00000 760.00| 5.00000 950.00| 9.90000 1881.00 SEED MIXTURE, U | | | 0006 621-06565 4.500 Mg | 100.00000 450.00| 350.00000 1575.00| 550.00000 2475.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 12,182.10| $ 18,678.50| $ 26,236.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,182.10| $ 18,678.50| $ 26,236.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,032.23 ROUTE : 66 CALL ORDER : 211 CONTRACT ID : R -25673-A COUNTIES : WARRICK LETTING DATE : 06/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1595689 | | |ONYX PAVING COMPANY, 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| 19000.00000 19000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0002 202-03000 LUMP| 2500.00000 2500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0003 621-01004 1.000 EACH| 660.00000 660.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 680.00000 616.76| | FERTILIZER | | | 0005 621-06554 190.000 kg | 8.90000 1691.00| | SEED MIXTURE, U | | | 0006 621-06565 4.500 Mg | 510.00000 2295.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 26,762.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,762.76| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,181.65 ROUTE : 37 CALL ORDER : 221 CONTRACT ID : R -25737-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0973002 0973002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO $ 435,578.80 100.0000% 2 35-1139301 E & B PAVING, INC. $ 473,000.00 108.5911% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 482,313.81 110.7294% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 482,721.92 110.8230% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 5.000 MOS | 1929.11000 9645.55| 1850.00000 9250.00| 1687.96000 8439.80 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10567.91000 10567.91| 9000.00000 9000.00| 10761.30000 10761.30 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21850.00000 21850.00| 23600.00000 23600.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5052.74000 5052.74| 7500.00000 7500.00| 6660.76000 6660.76 CLEARING RIGHT OF WAY | | | 0005 202-02240 439.000 m2 | 13.34000 5856.26| 27.00000 11853.00| 19.56000 8586.84 PAVEMENT, REMOVE | | | 0006 202-02241 477.000 m | 6.33000 3019.41| 7.50000 3577.50| 6.52000 3110.04 GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 776.16000 776.16| 1200.00000 1200.00| 3737.33000 3737.33 HEADWALL, REMOVE | | | 0008 202-02278 39.000 m | 44.12000 1720.68| 23.00000 897.00| 17.94000 699.66 CURB, CONCRETE, REMOVE | | | 0009 202-06542 4.000 EACH| 663.70000 2654.80| 628.69000 2514.76| 683.39000 2733.56 RELOCATE AND RESET AUTOSCOPE CAMERA AND | | | HARDWARE | | | 0010 202-06542 3.000 EACH| 964.01000 2892.03| 913.16000 2739.48| 992.60000 2977.80 RELOCATE LUMINAIRE ARM, SPLICE BOX AND | | | RISER | | | 0011 202-60820 1701.000 m2 | 3.52000 5987.52| 4.00000 6804.00| 3.22000 5477.22 SURFACE MILLING, ASPHALT | | | 0012 202-78515 LUMP| 2422.55000 2422.55| 2294.75000 2294.75| 2494.39000 2494.39 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,181.65 ROUTE : 37 CALL ORDER : 221 CONTRACT ID : R -25737-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02000 2392.000 m3 | 16.55000 39587.60| 17.00000 40664.00| 15.82000 37841.44 EXCAVATION, COMMON | | | 0014 203-02070 3296.000 m3 | 10.04000 33091.84| 17.00000 56032.00| 9.00000 29664.00 BORROW | | | 0015 303-52308 1381.000 Mg | 16.04000 22151.24| 17.00000 23477.00| 17.09000 23601.29 COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 1360.000 Mg | 33.66000 45777.60| 37.00000 50320.00| 37.23000 50632.80 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05454 534.000 Mg | 41.94000 22395.96| 50.00000 26700.00| 45.64000 24371.76 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0018 401-05456 371.000 Mg | 50.73000 18820.83| 75.00000 27825.00| 60.16000 22319.36 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05462 73.000 Mg | 44.64000 3258.72| 50.00000 3650.00| 51.79000 3780.67 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0020 401-05464 33.000 Mg | 72.91000 2406.03| 75.00000 2475.00| 85.42000 2818.86 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0021 405-05517 13.000 Mg | 348.59000 4531.67| 250.00000 3250.00| 337.61000 4388.93 ASPHALT FOR PRIME COAT | | | 0022 406-05520 3.200 Mg | 217.06000 694.59| 175.00000 560.00| 262.71000 840.67 ASPHALT FOR TACK COAT | | | 0023 601-01848 2.000 EACH| 1662.72000 3325.44| 1525.00000 3050.00| 1712.03000 3424.06 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0024 601-02103 83.000 m | 40.64000 3373.12| 37.00000 3071.00| 41.85000 3473.55 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0026 601-99105 385.000 m | 29.93000 11523.05| 31.90000 12281.50| 30.82000 11865.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 605-06120 41.000 m | 17.49000 717.09| 75.00000 3075.00| 71.50000 2931.50 CURB, CONCRETE | | | 0029 605-06250 455.000 m2 | 78.89000 35894.95| 65.00000 29575.00| 91.87000 41800.85 CENTER CURB, C, CONCRETE | | | 0030 616-02320 6.000 m2 | 4.22000 25.32| 25.00000 150.00| 73.88000 443.28 GEOTEXTILES | | | 0031 616-06396 4.000 Mg | 94.32000 377.28| 75.00000 300.00| 240.85000 963.40 RIPRAP | | | 0032 621-01004 2.000 EACH| 343.10000 686.20| 325.00000 650.00| 353.28000 706.56 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.440 Mg | 802.23000 352.98| 643.00000 282.92| 698.93000 307.53 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,181.65 ROUTE : 37 CALL ORDER : 221 CONTRACT ID : R -25737-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06553 92.000 kg | 8.55000 786.60| 6.77000 622.84| 7.36000 677.12 SEED MIXTURE, R | | | 0035 621-06565 2.200 Mg | 624.37000 1373.61| 491.00000 1080.20| 533.72000 1174.18 MULCHING MATERIAL | | | 0036 621-06575 496.000 m2 | 12.00000 5952.00| 3.90000 1934.40| 4.24000 2103.04 SODDING, NURSERY | | | 0037 801-01504 13.000 EACH| 31.67000 411.71| 30.00000 390.00| 32.61000 423.93 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0038 801-06606 8.000 EACH| 79.18000 633.44| 75.00000 600.00| 81.53000 652.24 BARRICADE, IIIB | | | 0039 801-06643 538.000 m | 3.17000 1705.46| 3.00000 1614.00| 3.26000 1753.88 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0040 801-06644 1577.000 m | 3.17000 4999.09| 3.00000 4731.00| 3.26000 5141.02 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0041 801-06775 LUMP| 15136.45000 15136.45| 14691.71000 14691.71| 38924.27000 38924.27 MAINTAINING TRAFFIC | | | 0042 802-76025 13.600 m2 | 276.78000 3764.21| 262.18000 3565.65| 284.99000 3875.86 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0043 805-01768 2.000 EACH| 321.05000 642.10| 304.11000 608.22| 330.57000 661.14 SIGNAL ASSEMBLY, SIDE MOUNTED | | | 0044 805-01815 4.000 EACH| 1374.43000 5497.72| 1301.92000 5207.68| 1415.19000 5660.76 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0045 805-01843 3.000 EACH| 227.14000 681.42| 215.16000 645.48| 233.88000 701.64 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0046 805-02087 LUMP| 1211.28000 1211.28| 1147.38000 1147.38| 1247.20000 1247.20 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0047 805-02658 610.000 m | 4.38000 2671.80| 4.15000 2531.50| 4.51000 2751.10 CABLE, COAXIAL | | | 0048 805-04970 1.000 EACH| 1152.68000 1152.68| 1091.88000 1091.88| 1186.87000 1186.87 FIBER OPTIC HARDWARE | | | 0049 805-04970 1.000 EACH| 633.15000 633.15| 599.75000 599.75| 651.93000 651.93 FIBER OPTIC PANEL | | | 0050 805-06592 130.000 m | 34.77000 4520.10| 32.94000 4282.20| 35.81000 4655.30 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0051 805-78100 1.000 EACH| 13946.38000 13946.38| 13176.52000 13176.52| 14359.99000 14359.99 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,181.65 ROUTE : 37 CALL ORDER : 221 CONTRACT ID : R -25737-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-78205 3.000 EACH| 387.71000 1163.13| 367.26000 1101.78| 399.21000 1197.63 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0053 805-78215 4.000 EACH| 387.71000 1550.84| 367.26000 1469.04| 399.21000 1596.84 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0054 805-78230 8.000 EACH| 645.20000 5161.60| 611.16000 4889.28| 664.33000 5314.64 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0055 805-78415 4.000 EACH| 1244.34000 4977.36| 1178.69000 4714.76| 1281.24000 5124.96 SPAN, CATENARY, AND TETHER | | | 0056 805-78420 4.000 EACH| 198.76000 795.04| 188.27000 753.08| 204.65000 818.60 DISCONNECT HANGER | | | 0057 805-78445 1.000 EACH| 447.98000 447.98| 424.34000 424.34| 461.26000 461.26 SIGNAL SERVICE | | | 0058 805-78467 40.000 m | 4.15000 166.00| 3.93000 157.20| 4.27000 170.80 SIGNAL CABLE, 3C 8GA. | | | 0059 805-78480 610.000 m | 2.64000 1610.40| 2.50000 1525.00| 2.72000 1659.20 SIGNAL CABLE, 3C 14GA. | | | 0060 805-78485 430.000 m | 2.87000 1234.10| 2.72000 1169.60| 2.96000 1272.80 SIGNAL CABLE, 5C 14GA. | | | 0061 805-78490 250.000 m | 3.22000 805.00| 3.05000 762.50| 3.32000 830.00 SIGNAL CABLE, 7C 14GA. | | | 0062 805-78495 105.000 m | 3.68000 386.40| 3.49000 366.45| 3.79000 397.95 SIGNAL CABLE, 9C 14GA. | | | 0063 805-78925 1.000 EACH| 895.95000 895.95| 848.69000 848.69| 922.53000 922.53 CONTROLLER CABINET FOUNDATION, P1 | | | 0064 805-81060 4.000 EACH| 2973.72000 11894.88| 2816.84000 11267.36| 3061.91000 12247.64 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0065 805-94971 1070.000 m | 11.91000 12743.70| 11.28000 12069.60| 12.26000 13118.20 FIBER OPTICS CABLE | | | 0066 808-06701 54.000 m | 1.06000 57.24| 1.00000 54.00| 1.09000 58.86 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0067 808-06703 774.000 m | 1.06000 820.44| 1.00000 774.00| 1.09000 843.66 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-75245 616.000 m | 1.06000 652.96| 1.00000 616.00| 1.09000 671.44 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75297 84.000 m | 10.03000 842.52| 9.50000 798.00| 10.33000 867.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,181.65 ROUTE : 37 CALL ORDER : 221 CONTRACT ID : R -25737-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 808-75320 30.000 EACH| 42.23000 1266.90| 40.00000 1200.00| 43.48000 1304.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0071 808-75325 18.000 EACH| 52.78000 950.04| 50.00000 900.00| 54.35000 978.30 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 435,578.80| $ 473,000.00| $ 482,313.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 435,578.80| $ 473,000.00| $ 482,313.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 221 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,181.65 ROUTE : 37 CALL ORDER : 221 CONTRACT ID : R -25737-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 5.000 MOS | 2300.00000 11500.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11250.00000 11250.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23000.00000 23000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6079.45000 6079.45| | CLEARING RIGHT OF WAY | | | 0005 202-02240 439.000 m2 | 13.00000 5707.00| | PAVEMENT, REMOVE | | | 0006 202-02241 477.000 m | 6.75000 3219.75| | GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 700.00000 700.00| | HEADWALL, REMOVE | | | 0008 202-02278 39.000 m | 22.00000 858.00| | CURB, CONCRETE, REMOVE | | | 0009 202-06542 4.000 EACH| 700.00000 2800.00| | RELOCATE AND RESET AUTOSCOPE CAMERA AND | | | HARDWARE | | | 0010 202-06542 3.000 EACH| 1000.00000 3000.00| | RELOCATE LUMINAIRE ARM, SPLICE BOX AND | | | RISER | | | 0011 202-60820 1701.000 m2 | 4.00000 6804.00| | SURFACE MILLING, ASPHALT | | | 0012 202-78515 LUMP| 2450.00000 2450.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 203-02000 2392.000 m3 | 10.00000 23920.00| | EXCAVATION, COMMON | | | 0014 203-02070 3296.000 m3 | 17.00000 56032.00| | BORROW | | | 0015 303-52308 1381.000 Mg | 17.50000 24167.50| | COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 1360.000 Mg | 39.75000 54060.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05454 534.000 Mg | 45.00000 24030.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0018 401-05456 371.000 Mg | 75.00000 27825.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05462 73.000 Mg | 45.00000 3285.00| | QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 221 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,181.65 ROUTE : 37 CALL ORDER : 221 CONTRACT ID : R -25737-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-05464 33.000 Mg | 75.00000 2475.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0021 405-05517 13.000 Mg | 300.00000 3900.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05520 3.200 Mg | 180.00000 576.00| | ASPHALT FOR TACK COAT | | | 0023 601-01848 2.000 EACH| 1750.00000 3500.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0024 601-02103 83.000 m | 42.00000 3486.00| | GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0026 601-99105 385.000 m | 30.00000 11550.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 605-06120 41.000 m | 70.00000 2870.00| | CURB, CONCRETE | | | 0029 605-06250 455.000 m2 | 80.00000 36400.00| | CENTER CURB, C, CONCRETE | | | 0030 616-02320 6.000 m2 | 20.00000 120.00| | GEOTEXTILES | | | 0031 616-06396 4.000 Mg | 45.00000 180.00| | RIPRAP | | | 0032 621-01004 2.000 EACH| 350.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.440 Mg | 725.00000 319.00| | FERTILIZER | | | 0034 621-06553 92.000 kg | 7.50000 690.00| | SEED MIXTURE, R | | | 0035 621-06565 2.200 Mg | 525.00000 1155.00| | MULCHING MATERIAL | | | 0036 621-06575 496.000 m2 | 4.40000 2182.40| | SODDING, NURSERY | | | 0037 801-01504 13.000 EACH| 33.00000 429.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0038 801-06606 8.000 EACH| 80.00000 640.00| | BARRICADE, IIIB | | | 0039 801-06643 538.000 m | 3.40000 1829.20| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 221 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,181.65 ROUTE : 37 CALL ORDER : 221 CONTRACT ID : R -25737-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06644 1577.000 m | 3.40000 5361.80| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0041 801-06775 LUMP| 27317.67000 27317.67| | MAINTAINING TRAFFIC | | | 0042 802-76025 13.600 m2 | 290.00000 3944.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0043 805-01768 2.000 EACH| 340.00000 680.00| | SIGNAL ASSEMBLY, SIDE MOUNTED | | | 0044 805-01815 4.000 EACH| 1400.00000 5600.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0045 805-01843 3.000 EACH| 240.00000 720.00| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0046 805-02087 LUMP| 1200.00000 1200.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0047 805-02658 610.000 m | 4.50000 2745.00| | CABLE, COAXIAL | | | 0048 805-04970 1.000 EACH| 1200.00000 1200.00| | FIBER OPTIC HARDWARE | | | 0049 805-04970 1.000 EACH| 670.00000 670.00| | FIBER OPTIC PANEL | | | 0050 805-06592 130.000 m | 35.00000 4550.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0051 805-78100 1.000 EACH| 15000.00000 15000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0052 805-78205 3.000 EACH| 400.00000 1200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0053 805-78215 4.000 EACH| 400.00000 1600.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0054 805-78230 8.000 EACH| 650.00000 5200.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0055 805-78415 4.000 EACH| 1250.00000 5000.00| | SPAN, CATENARY, AND TETHER | | | 0056 805-78420 4.000 EACH| 200.00000 800.00| | DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 221 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,181.65 ROUTE : 37 CALL ORDER : 221 CONTRACT ID : R -25737-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 805-78445 1.000 EACH| 475.00000 475.00| | SIGNAL SERVICE | | | 0058 805-78467 40.000 m | 4.25000 170.00| | SIGNAL CABLE, 3C 8GA. | | | 0059 805-78480 610.000 m | 2.75000 1677.50| | SIGNAL CABLE, 3C 14GA. | | | 0060 805-78485 430.000 m | 3.00000 1290.00| | SIGNAL CABLE, 5C 14GA. | | | 0061 805-78490 250.000 m | 3.25000 812.50| | SIGNAL CABLE, 7C 14GA. | | | 0062 805-78495 105.000 m | 3.75000 393.75| | SIGNAL CABLE, 9C 14GA. | | | 0063 805-78925 1.000 EACH| 900.00000 900.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0064 805-81060 4.000 EACH| 3100.00000 12400.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0065 805-94971 1070.000 m | 12.50000 13375.00| | FIBER OPTICS CABLE | | | 0066 808-06701 54.000 m | 1.10000 59.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0067 808-06703 774.000 m | 1.10000 851.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-75245 616.000 m | 1.10000 677.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75297 84.000 m | 10.50000 882.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0070 808-75320 30.000 EACH| 43.00000 1290.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0071 808-75325 18.000 EACH| 55.00000 990.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 482,721.92| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 482,721.92| | ====================================================================================================================================