INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,911,908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1652014 1652014 1652014 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 10,689,297.36 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 10,803,647.78 101.0697% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 10,892,722.58 101.9030% 4 38-1625197 SELGE CONSTRUCTION CO. INC. $ 11,632,678.39 108.8254% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES, SIGN MODERNIZATION, SIGNALS AND LANDSCAPING | | | 0001 105-06845 LUMP| 100000.00000 100000.00| 250000.00000 250000.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1835.00000 44040.00| 2500.00000 60000.00| 1500.00000 36000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 540690.00000 540690.00| 470346.57000 470346.57| 544600.00000 544600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 216276.00000 216276.00| 201050.00000 201050.00| 146470.72000 146470.72 CLEARING RIGHT OF WAY | | | 0005 202-02240 49885.000 m2 | 0.40000 19954.00| 4.50000 224482.50| 3.25000 162126.25 PAVEMENT, REMOVE | | | 0006 202-02273 719.000 m2 | 6.00000 4314.00| 6.50000 4673.50| 13.50000 9706.50 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 1726.000 m | 13.00000 22438.00| 7.50000 12945.00| 7.35000 12686.10 CURB, CONCRETE, REMOVE | | | 0008 202-03135 60.000 m2 | 30.00000 1800.00| 400.00000 24000.00| 30.00000 1800.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 202-05571 9.000 EACH| 140.00000 1260.00| 300.00000 2700.00| 140.00000 1260.00 TESTING FOR WASTES , HAZ. WASTE, HAZ. | | | SUBSTANCES, SPECIAL W | | | 0010 202-07003 LUMP| 32500.00000 32500.00| 2000.00000 2000.00| 10000.00000 10000.00 REMOVE WATER SYSTEM | | | 0011 202-51330 LUMP| 4150.00000 4150.00| 8000.00000 8000.00| 4150.00000 4150.00 PRESENT STRUCTURE, REMOVE STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51330 LUMP| 2910.00000 2910.00| 4500.00000 4500.00| 2910.00000 2910.00 PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0013 202-51330 LUMP| 850.00000 850.00| 1700.00000 1700.00| 850.00000 850.00 PRESENT STRUCTURE, REMOVE STR. NO. 3 | | | 0014 202-52710 325.000 m2 | 10.00000 3250.00| 4.00000 1300.00| 4.75000 1543.75 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-78515 LUMP| 7500.00000 7500.00| 7000.00000 7000.00| 6440.00000 6440.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 202-96151 LUMP| 700.00000 700.00| 5000.00000 5000.00| 475.00000 475.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0017 203-02000 57218.000 m3 | 8.00000 457744.00| 10.00000 572180.00| 15.96000 913199.28 EXCAVATION, COMMON | | | 0018 205-06931 60.000 Mg | 30.00000 1800.00| 150.00000 9000.00| 30.00000 1800.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 207-02045 38340.000 m3 | 0.30000 11502.00| 7.00000 268380.00| 3.00000 115020.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 210-05815 14.000 EACH| 600.00000 8400.00| 600.00000 8400.00| 645.00000 9030.00 LIGHTING FOR SCULPTURE AND SIGNAGE | | | 0022 211-02060 17198.000 m3 | 8.00000 137584.00| 0.01000 171.98| 4.00000 68792.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-04075 40.000 Mg | 20.00000 800.00| 18.00000 720.00| 25.00000 1000.00 COMPACTED AGGREGATE, O, 73 , LIMESTONE | | | 0024 303-52308 2653.000 Mg | 20.00000 53060.00| 24.00000 63672.00| 19.00000 50407.00 COMPACTED AGGREGATE, O, 53 | | | 0025 303-52308 6050.000 Mg | 15.00000 90750.00| 30.00000 181500.00| 12.00000 72600.00 COMPACTED AGGREGATE, O, 53 , TEMPORARY | | | 0026 304-04403 19315.000 m3 | 35.00000 676025.00| 42.00000 811230.00| 40.00000 772600.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0027 305-05206 4145.000 Mg | 52.00000 215540.00| 80.00000 331600.00| 38.00000 157510.00 WIDENING WITH HMA BASE, 25.0 mm , | | | TEMPORARY | | | 0029 402-05468 90.000 Mg | 33.00000 2970.00| 33.07000 2976.30| 44.00000 3960.00 HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05474 45.000 Mg | 37.00000 1665.00| 35.92000 1616.40| 50.00000 2250.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0031 402-05474 2730.000 Mg | 33.00000 90090.00| 31.86000 86977.80| 37.00000 101010.00 HMA INTERMEDIATE 19.0 mm, MAINLINE , | | | TEMPORARY | | | 0032 402-05477 35.000 Mg | 51.00000 1785.00| 53.50000 1872.50| 60.00000 2100.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0033 402-05477 1225.000 Mg | 42.00000 51450.00| 39.92000 48902.00| 42.00000 51450.00 HMA SURFACE 9.5 mm, MAINLINE , TEMPORARY| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 406-05520 3.900 Mg | 400.00000 1560.00| 463.00000 1805.70| 250.00000 975.00 ASPHALT FOR TACK COAT | | | 0035 501-05240 15265.000 m | 34.10000 520536.50| 25.00000 381625.00| 24.25000 370176.25 CONTRACTION JOINT, D1 | | | 0036 501-06323 77065.000 m2 | 30.00000 2311950.00| 27.50000 2119287.50| 32.50000 2504612.50 QC/QA PCCP, 300 mm | | | 0037 601-07023 1.000 EACH| 6900.00000 6900.00| 6900.00000 6900.00| 6900.00000 6900.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0038 602-06646 120.000 m | 64.00000 7680.00| 36.00000 4320.00| 85.00000 10200.00 TEMPORARY CONCRETE BARRIER | | | 0039 603-06045 83.700 m | 44.00000 3682.80| 44.00000 3682.80| 44.00000 3682.80 FENCE, CHAIN LINK, 1220 mm | | | 0040 603-92636 10.000 m | 144.00000 1440.00| 144.00000 1440.00| 144.00000 1440.00 FENCE, CHAIN LINK, 1830 mm | | | 0041 604-04310 275.000 m2 | 130.00000 35750.00| 100.00000 27500.00| 115.00000 31625.00 CONCRETE PAVING, PATTERNED | | | 0042 604-06069 1135.000 m2 | 10.00000 11350.00| 30.00000 34050.00| 44.90000 50961.50 CURB RAMP, CONCRETE | | | 0043 604-91531 6936.000 m2 | 20.00000 138720.00| 28.00000 194208.00| 23.00000 159528.00 SIDEWALK, CONCRETE, 100 mm | | | 0044 605-06100 5580.000 m | 22.00000 122760.00| 22.00000 122760.00| 25.45000 142011.00 CURB, INTEGRAL, C, CONCRETE | | | 0045 605-06120 311.000 m | 75.00000 23325.00| 20.00000 6220.00| 38.85000 12082.35 CURB, CONCRETE | | | 0046 605-06140 173.000 m | 31.00000 5363.00| 28.00000 4844.00| 36.85000 6375.05 CURB AND GUTTER, CONCRETE | | | 0047 605-06250 461.000 m2 | 75.00000 34575.00| 50.00000 23050.00| 75.00000 34575.00 CENTER CURB, C, CONCRETE | | | 0048 605-06255 2.000 m2 | 300.00000 600.00| 100.00000 200.00| 162.50000 325.00 CENTER CURB, D, CONCRETE | | | 0049 611-05330 4836.000 m2 | 40.00000 193440.00| 33.00000 159588.00| 36.25000 175305.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0050 611-06497 44.000 EACH| 120.00000 5280.00| 129.00000 5676.00| 120.00000 5280.00 MAILBOX ASSEMBLY, SINGLE | | | 0051 611-06498 1.000 EACH| 160.00000 160.00| 159.00000 159.00| 160.00000 160.00 MAILBOX ASSEMBLY, DOUBLE | | | 0052 611-95728 1517.000 m2 | 42.00000 63714.00| 36.00000 54612.00| 39.50000 59921.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0053 615-06527 10.000 EACH| 290.00000 2900.00| 400.00000 4000.00| 486.00000 4860.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 616-02320 204.000 m2 | 5.00000 1020.00| 5.00000 1020.00| 4.00000 816.00 GEOTEXTILES FOR RIPRAP | | | 0055 616-93019 204.000 m2 | 25.00000 5100.00| 32.50000 6630.00| 28.00000 5712.00 RIPRAP, GROUTED, 450 mm | | | 0056 621-01004 2.000 EACH| 750.00000 1500.00| 735.00000 1470.00| 735.00000 1470.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-01004 6.000 EACH| 750.00000 4500.00| 735.00000 4410.00| 735.00000 4410.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , TEMPORARY | | | 0058 621-06559 3883.000 m2 | 0.48000 1863.84| 0.47000 1825.01| 0.47000 1825.01 MULCHED SEEDING, R | | | 0059 621-06559 3000.000 m2 | 0.48000 1440.00| 0.47000 1410.00| 0.47000 1410.00 MULCHED SEEDING, R ,TEMPORARY | | | 0060 621-06567 1.000 kL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 WATER | | | 0061 621-06574 20377.000 m2 | 3.40000 69281.80| 3.35000 68262.95| 3.35000 68262.95 SODDING | | | 0062 621-98038 448.000 m3 | 145.00000 64960.00| 89.00000 39872.00| 107.00000 47936.00 MULCH, HARDWOOD SHREDDED BARK | | | 0063 622-01937 2043.000 EACH| 3.65000 7456.95| 2.25000 4596.75| 2.68000 5475.24 PLANT , BULB | | | 0064 622-02564 LUMP| 265000.00000 265000.00| 378422.46000 378422.46| 266200.00000 266200.00 LANDSCAPING IRRIGATION SYSTEM | | | 0065 622-04990 3182.000 m | 30.30000 96414.60| 18.50000 58867.00| 21.92000 69749.44 LANDSCAPE EDGING | | | 0066 622-05627 17.000 EACH| 900.00000 15300.00| 555.00000 9435.00| 661.00000 11237.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0067 622-05637 55.000 EACH| 234.00000 12870.00| 145.00000 7975.00| 172.00000 9460.00 PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, OVER | | | 1200 mm | | | 0068 622-05638 190.000 EACH| 65.25000 12397.50| 51.75000 9832.50| 61.75000 11732.50 PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | 0069 622-05639 269.000 EACH| 65.25000 17552.25| 51.75000 13920.75| 61.75000 16610.75 PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0070 622-05640 35.000 EACH| 87.50000 3062.50| 69.50000 2432.50| 83.00000 2905.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 622-05645 148.000 EACH| 409.00000 60532.00| 325.00000 48100.00| 387.00000 57276.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0072 622-05648 89.000 EACH| 163.00000 14507.00| 129.00000 11481.00| 154.00000 13706.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0073 622-05649 103.000 EACH| 538.00000 55414.00| 427.00000 43981.00| 509.00000 52427.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0074 622-05650 92.000 EACH| 640.00000 58880.00| 508.00000 46736.00| 605.00000 55660.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0075 622-05651 219.000 EACH| 863.00000 188997.00| 684.00000 149796.00| 816.00000 178704.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0076 622-05653 7433.000 EACH| 1.82000 13528.06| 1.50000 11149.50| 1.72000 12784.76 PLANT, GROUND COVER , 60 mm POT | | | 0077 622-05654 2043.000 EACH| 16.00000 32688.00| 12.50000 25537.50| 15.00000 30645.00 PLANT, PERENNIAL , NO. 1 CONT. | | | 0078 622-05655 1920.000 EACH| 25.75000 49440.00| 20.50000 39360.00| 24.25000 46560.00 PLANT, ROOT, TUBER, CORM, BULB , ORN. | | | GRASS, NO. 2 CONT. | | | 0079 622-05656 267.000 EACH| 28.50000 7609.50| 22.75000 6074.25| 27.00000 7209.00 PLANT, ROSE GRADE , ORN. GRASS, NO. 3 | | | CONT. | | | 0080 703-51032 5058.800 kg | 1.30000 6576.44| 3.00000 15176.40| 1.95000 9864.66 REINFORCING STEEL, EPOXY COATED , GRADE | | | 60 | | | 0081 714-44240 65.290 m3 | 680.00000 44397.20| 1100.00000 71819.00| 915.00000 59740.35 CONCRETE, A, STRUCTURES | | | 0082 715-02397 2.000 EACH| 900.00000 1800.00| 1136.58000 2273.16| 2200.00000 4400.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0083 715-05019 28.000 m | 295.00000 8260.00| 150.00000 4200.00| 170.00000 4760.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0084 715-05024 289.000 m | 277.00000 80053.00| 150.00000 43350.00| 210.00000 60690.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0085 715-05048 7181.600 m | 9.79000 70307.86| 17.25000 123882.60| 10.50000 75406.80 PIPE, TYPE 4, CIRCULAR, 150 mm , | | | UNDERDRAIN | | | 0086 715-05123 3.000 m | 312.00000 936.00| 115.00000 345.00| 350.00000 1050.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 715-05149 1260.000 m | 99.20000 124992.00| 60.00000 75600.00| 70.00000 88200.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0088 715-05151 181.800 m | 132.00000 23997.60| 70.00000 12726.00| 95.00000 17271.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0089 715-05152 494.600 m | 147.00000 72706.20| 81.00000 40062.60| 115.00000 56879.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0090 715-05154 285.500 m | 194.00000 55387.00| 105.00000 29977.50| 150.00000 42825.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0091 715-05156 152.600 m | 217.00000 33114.20| 120.00000 18312.00| 180.00000 27468.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0092 715-05159 416.800 m | 290.00000 120872.00| 205.00000 85444.00| 250.00000 104200.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0093 715-05161 1598.000 m | 320.00000 511360.00| 250.00000 399500.00| 275.00000 439450.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0094 715-05162 133.000 m | 385.00000 51205.00| 275.00000 36575.00| 365.00000 48545.00 PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0095 715-05338 17.000 m | 325.00000 5525.00| 250.00000 4250.00| 395.00000 6715.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0096 715-05344 78.200 m | 450.00000 35190.00| 340.00000 26588.00| 425.00000 33235.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0097 715-05408 27.600 m | 311.00000 8583.60| 53.00000 1462.80| 60.00000 1656.00 PIPE, SANITARY SEWER, 200 mm , PVC | | | 0098 715-05408 95.000 m | 370.00000 35150.00| 58.00000 5510.00| 80.00000 7600.00 PIPE, SANITARY SEWER, 200 mm , SERVICE | | | LATERALS, VCP | | | 0099 715-05412 91.500 m | 172.00000 15738.00| 75.00000 6862.50| 94.00000 8601.00 PIPE, SANITARY SEWER, 375 mm , | | | REINFORCED CONCRETE | | | 0100 715-05415 240.000 m | 303.00000 72720.00| 151.00000 36240.00| 178.00000 42720.00 PIPE, SANITARY SEWER, 600 mm , DUCTILE | | | IRON, CLASS 51 | | | 0101 715-05415 3.000 m | 279.00000 837.00| 151.00000 453.00| 350.00000 1050.00 PIPE, SANITARY SEWER, 600 mm , | | | REINFORCED CONCRETE | | | 0102 715-05711 381.000 m | 246.00000 93726.00| 50.00000 19050.00| 94.00000 35814.00 PIPE, SANITARY SEWER, 150 mm , SERVICE | | | LATERALS, PVC | | | 0103 715-05751 2.000 EACH| 4200.00000 8400.00| 3500.00000 7000.00| 5000.00000 10000.00 BUTTERFLY VALVE AND BOX, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 718-52610 1654.000 m3 | 29.33000 48511.82| 25.00000 41350.00| 21.00000 34734.00 AGGREGATE FOR UNDERDRAINS | | | 0105 718-99153 9856.000 m2 | 1.38000 13601.28| 7.00000 68992.00| 0.65000 6406.40 GEOTEXTILES FOR UNDERDRAIN | | | 0106 720-44000 34.000 EACH| 270.29000 9189.86| 700.00000 23800.00| 275.00000 9350.00 CASTING, ADJUST TO GRADE | | | 0107 720-45030 4.000 EACH| 1052.00000 4208.00| 1000.00000 4000.00| 1000.00000 4000.00 INLET, E7 | | | 0108 720-45045 48.000 EACH| 1170.00000 56160.00| 1100.00000 52800.00| 1200.00000 57600.00 INLET, J10 | | | 0109 720-45240 4.000 EACH| 1786.00000 7144.00| 1600.00000 6400.00| 1700.00000 6800.00 CATCH BASIN, J10 | | | 0110 720-45410 18.000 EACH| 1717.00000 30906.00| 1450.00000 26100.00| 2200.00000 39600.00 MANHOLE, C4 | | | 0111 720-45410 2.000 EACH| 1662.00000 3324.00| 1600.00000 3200.00| 2200.00000 4400.00 MANHOLE, C4 , SANITARY | | | 0112 720-45415 13.000 EACH| 2618.00000 34034.00| 2225.00000 28925.00| 3800.00000 49400.00 MANHOLE, D4 | | | 0113 720-45415 1.000 EACH| 2365.00000 2365.00| 2450.00000 2450.00| 3100.00000 3100.00 MANHOLE, D4 , SANITARY | | | 0114 720-45416 31.000 EACH| 3040.00000 94240.00| 2900.00000 89900.00| 5000.00000 155000.00 MANHOLE, E4 | | | 0115 720-45425 4.000 EACH| 7750.00000 31000.00| 6000.00000 24000.00| 8200.00000 32800.00 MANHOLE, F4 | | | 0116 720-96433 20.000 EACH| 2005.00000 40100.00| 2000.00000 40000.00| 1900.00000 38000.00 CATCH BASIN, J15 , MODIFIED | | | 0117 720-97962 1.000 EACH| 10275.00000 10275.00| 7650.00000 7650.00| 15000.00000 15000.00 MANHOLE, G4, MODIFIED | | | 0118 720-98174 46.000 EACH| 1650.00000 75900.00| 1600.00000 73600.00| 1460.00000 67160.00 INLET, B15 | | | 0119 720-98363 1.000 EACH| 2075.00000 2075.00| 1700.00000 1700.00| 1800.00000 1800.00 CATCH BASIN, MODIFIED , J5 | | | 0120 720-98555 3.000 EACH| 1645.00000 4935.00| 1580.00000 4740.00| 1535.00000 4605.00 INLET, C15 | | | 0121 728-98377 LUMP| 5620.00000 5620.00| 3000.00000 3000.00| 16500.00000 16500.00 MASONRY COATING | | | 0122 732-02388 256.000 EACH| 265.00000 67840.00| 300.00000 76800.00| 12.50000 3200.00 WATER MAIN , DUCTILE IRON, 600 mm, | | | CLASS 51 | | | 0123 732-02745 2.000 EACH| 875.00000 1750.00| 740.00000 1480.00| 950.00000 1900.00 GATE VALVE AND BOX, 200 mm , RESILIENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 732-03072 30.000 EACH| 600.00000 18000.00| 440.00000 13200.00| 840.00000 25200.00 TEE CONNECTION, SANITARY SERVICE | | | 0125 732-04836 2.000 EACH| 1540.00000 3080.00| 1145.00000 2290.00| 1350.00000 2700.00 GATE VALVE AND BOX, 300 mm, RESILIENT | | | 0126 732-91739 6.000 m | 225.00000 1350.00| 330.00000 1980.00| 210.00000 1260.00 WATER MAIN, DUCTILE IRON, 200 mm , | | | CLASS 52 | | | 0127 732-91742 2.000 EACH| 2400.00000 4800.00| 3500.00000 7000.00| 2200.00000 4400.00 FIRE HYDRANT ASSEMBLY | | | 0128 732-94780 9.000 EACH| 3000.00000 27000.00| 700.00000 6300.00| 1200.00000 10800.00 WATER SERVICE CONNECTION , 38.1 mm | | | 0129 732-94780 9.000 EACH| 3200.00000 28800.00| 675.00000 6075.00| 1300.00000 11700.00 WATER SERVICE CONNECTION , 25.4 mm | | | 0130 732-96670 18.300 m | 240.00000 4392.00| 215.00000 3934.50| 100.00000 1830.00 WATER MAIN, DUCTILE IRON, 300 mm , | | | CLASS 52 | | | 0131 801-06207 38800.000 m | 2.92000 113296.00| 2.92000 113296.00| 3.00000 116400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0132 801-06606 30.000 EACH| 225.00000 6750.00| 225.00000 6750.00| 225.00000 6750.00 BARRICADE, IIIB | | | 0133 801-06625 31.000 EACH| 89.00000 2759.00| 89.00000 2759.00| 89.00000 2759.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0134 801-06640 55.000 EACH| 315.00000 17325.00| 315.00000 17325.00| 315.00000 17325.00 CONSTRUCTION SIGN, A | | | 0135 801-06640 25.000 EACH| 315.00000 7875.00| 315.00000 7875.00| 315.00000 7875.00 CONSTRUCTION SIGN, A , MODIFIED | | | 0136 801-06645 12.000 EACH| 75.00000 900.00| 75.00000 900.00| 75.00000 900.00 CONSTRUCTION SIGN, B | | | 0137 801-06775 LUMP| 155000.00000 155000.00| 160000.00000 160000.00| 130000.00000 130000.00 MAINTAINING TRAFFIC | | | 0138 802-04993 LUMP| 26730.00000 26730.00| 80000.00000 80000.00| 25000.00000 25000.00 SIGN ELEMENT WITH LETTERING | | | 0139 802-05701 299.200 m | 19.80000 5924.16| 19.80000 5924.16| 24.00000 7180.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0140 802-05702 21.600 m | 12.20000 263.52| 12.20000 263.52| 20.00000 432.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-76035 116.480 m2 | 103.10000 12009.09| 103.10000 12009.09| 158.00000 18403.84 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0143 802-76135 11.000 EACH| 7450.00000 81950.00| 7450.00000 81950.00| 5850.00000 64350.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0144 805-01815 16.000 EACH| 1750.00000 28000.00| 1750.00000 28000.00| 1625.00000 26000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0145 805-01828 96.000 EACH| 210.00000 20160.00| 210.00000 20160.00| 65.00000 6240.00 TRAFFIC SIGNAL HEAD, REALIGN , TEMPORARY| | | 0146 805-01842 72.000 EACH| 630.00000 45360.00| 630.00000 45360.00| 735.00000 52920.00 HANDHOLE, SIGNAL | | | 0147 805-02152 22.000 EACH| 480.00000 10560.00| 480.00000 10560.00| 875.00000 19250.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0148 805-02373 4079.000 m | 4.50000 18355.50| 4.50000 18355.50| 6.20000 25289.80 INTERCONNECT CABLE, FIBER OPTIC | | | 0149 805-02658 967.000 m | 6.30000 6092.10| 6.30000 6092.10| 3.20000 3094.40 CABLE, COAXIAL , TEMPORARY | | | 0150 805-06592 5578.000 m | 24.50000 136661.00| 24.50000 136661.00| 15.30000 85343.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0151 805-78106 1.000 EACH| 13200.00000 13200.00| 13200.00000 13200.00| 13850.00000 13850.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0152 805-78109 4.000 EACH| 9250.00000 37000.00| 9250.00000 37000.00| 10350.00000 41400.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0153 805-78205 13.000 EACH| 580.00000 7540.00| 580.00000 7540.00| 675.00000 8775.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0154 805-78230 19.000 EACH| 1000.00000 19000.00| 1000.00000 19000.00| 1170.00000 22230.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0155 805-78370 22.000 EACH| 100.00000 2200.00| 100.00000 2200.00| 80.00000 1760.00 PEDESTRIAN PUSH BUTTON | | | 0156 805-78415 16.000 EACH| 1350.00000 21600.00| 1350.00000 21600.00| 1235.00000 19760.00 SPAN, CATENARY, AND TETHER | | | 0157 805-78420 16.000 EACH| 230.00000 3680.00| 230.00000 3680.00| 180.00000 2880.00 DISCONNECT HANGER | | | 0158 805-78467 60.000 m | 4.00000 240.00| 4.00000 240.00| 5.00000 300.00 SIGNAL CABLE, 3C 8GA. | | | 0159 805-78470 197.000 m | 0.60000 118.20| 0.60000 118.20| 0.40000 78.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0160 805-78480 954.000 m | 2.60000 2480.40| 2.60000 2480.40| 3.20000 3052.80 SIGNAL CABLE, 3C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 805-78485 1629.000 m | 2.70000 4398.30| 2.70000 4398.30| 3.60000 5864.40 SIGNAL CABLE, 5C 14GA. | | | 0162 805-78490 925.000 m | 3.00000 2775.00| 3.00000 2775.00| 4.00000 3700.00 SIGNAL CABLE, 7C 14GA. | | | 0163 805-78510 5664.000 m | 2.50000 14160.00| 2.50000 14160.00| 2.05000 11611.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0164 805-78746 2392.000 m | 31.50000 75348.00| 31.50000 75348.00| 25.00000 59800.00 PREFORMED LOOP DETECTORS | | | 0165 805-78785 2.000 EACH| 360.00000 720.00| 360.00000 720.00| 500.00000 1000.00 SIGNAL DETECTOR HOUSING | | | 0166 805-78795 63.000 m | 25.00000 1575.00| 25.00000 1575.00| 25.00000 1575.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0167 805-78925 5.000 EACH| 500.00000 2500.00| 500.00000 2500.00| 725.00000 3625.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0168 805-81032 16.000 EACH| 2590.00000 41440.00| 2590.00000 41440.00| 2035.00000 32560.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0169 808-06703 500.000 m | 1.50000 750.00| 1.50000 750.00| 1.50000 750.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0170 808-06716 6500.000 m | 2.26000 14690.00| 2.26000 14690.00| 2.26000 14690.00 LINE, REMOVE | | | 0175 808-75067 297.300 m | 43.25000 12858.23| 43.25000 12858.23| 43.25000 12858.23 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0176 808-75069 790.000 m | 12.05000 9519.50| 12.05000 9519.50| 12.05000 9519.50 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0177 808-75071 73.000 EACH| 220.00000 16060.00| 220.00000 16060.00| 220.00000 16060.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0178 808-75073 73.000 EACH| 235.00000 17155.00| 235.00000 17155.00| 235.00000 17155.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0179 808-75245 500.000 m | 1.50000 750.00| 1.50000 750.00| 1.50000 750.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm ,UNDISTRIBUTED | | | 0180 808-75994 60.000 EACH| 12.00000 720.00| 12.00000 720.00| 12.00000 720.00 PRISMATIC REFLECTOR , REMOVE AND | | | REPLACE, TEMPORARY | | | 0181 808-75998 144.000 EACH| 39.00000 5616.00| 39.00000 5616.00| 39.00000 5616.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0182 802-07158 11.000 EACH| 2780.00000 30580.00| 2780.00000 30580.00| 2400.00000 26400.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0183 202-96391 16.000 EACH| 220.00000 3520.00| 220.00000 3520.00| 100.00000 1600.00 MAST ARM, REMOVE AND RESET, TEMPORARY | | | VIDEO VEHICLE DETECTION | | | 0184 805-02799 6.000 EACH| 650.00000 3900.00| 650.00000 3900.00| 690.00000 4140.00 MAST ARM, 7.6 m , TEMPORARY, FOR VIDEO | | | DETECTION CAMERA | | | 0185 805-04782 4.000 EACH| 16200.00000 64800.00| 16200.00000 64800.00| 32000.00000 128000.00 VIDEO VEHICLE DETECTOR SYSTEM , | | | TEMPORARY | | | 0186 805-06891 135.000 EACH| 90.00000 12150.00| 90.00000 12150.00| 175.00000 23625.00 VIDEO CAMERA DETECTOR, INSTALL , | | | VEHICLE DETECTION ZONE REALIGNMENT , | | | TEMPORARY | | | 0187 805-93027 7.000 EACH| 150.00000 1050.00| 150.00000 1050.00| 615.00000 4305.00 MAST ARM, 6.1 m , TEMPORARY, FOR VIDEO | | | DETECTION CAMERA | | | 0188 501-06266 LUMP| 5000.00000 5000.00| 25000.00000 25000.00| 5770.00000 5770.00 PROFILOGRAPH, PCCP | | | 0189 611-03319 200.000 m2 | 40.26000 8052.00| 40.00000 8000.00| 41.25000 8250.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 150 mm | | | 0190 611-95728 200.000 m2 | 44.91000 8982.00| 43.00000 8600.00| 39.50000 7900.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0191 108-01614 LUMP| 14075.00000 14075.00| 14075.00000 14075.00| 14075.00000 14075.00 PARTNERING OVERHEAD | | | 0192 808-03002 1950.000 m | 3.50000 6825.00| 3.50000 6825.00| 3.50000 6825.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0193 808-03631 892.000 m | 3.50000 3122.00| 3.50000 3122.00| 3.50000 3122.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0194 808-03632 8474.000 m | 3.50000 29659.00| 3.50000 29659.00| 3.50000 29659.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0195 808-04896 1224.000 m | 3.50000 4284.00| 3.50000 4284.00| 3.50000 4284.00 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | SECTION TOTALS | $ 10,689,297.36| $ 10,803,647.78| $ 10,892,722.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,689,297.36| $ 10,803,647.78| $ 10,892,722.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES, SIGN MODERNIZATION, SIGNALS AND LANDSCAPING | | | 0001 105-06845 LUMP| 174750.00000 174750.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1500.00000 36000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 519230.00000 519230.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 298835.00000 298835.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 49885.000 m2 | 1.00000 49885.00| | PAVEMENT, REMOVE | | | 0006 202-02273 719.000 m2 | 5.85000 4206.15| | CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 1726.000 m | 13.75000 23732.50| | CURB, CONCRETE, REMOVE | | | 0008 202-03135 60.000 m2 | 30.00000 1800.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 202-05571 9.000 EACH| 140.00000 1260.00| | TESTING FOR WASTES , HAZ. WASTE, HAZ. | | | SUBSTANCES, SPECIAL W | | | 0010 202-07003 LUMP| 4000.00000 4000.00| | REMOVE WATER SYSTEM | | | 0011 202-51330 LUMP| 4150.00000 4150.00| | PRESENT STRUCTURE, REMOVE STR. NO. 1 | | | 0012 202-51330 LUMP| 2910.00000 2910.00| | PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0013 202-51330 LUMP| 850.00000 850.00| | PRESENT STRUCTURE, REMOVE STR. NO. 3 | | | 0014 202-52710 325.000 m2 | 10.00000 3250.00| | SIDEWALK, CONCRETE, REMOVE | | | 0015 202-78515 LUMP| 6440.00000 6440.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 202-96151 LUMP| 475.00000 475.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0017 203-02000 57218.000 m3 | 14.75000 843965.50| | EXCAVATION, COMMON | | | 0018 205-06931 60.000 Mg | 30.00000 1800.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 207-02045 38340.000 m3 | 0.10000 3834.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 210-05815 14.000 EACH| 645.00000 9030.00| | LIGHTING FOR SCULPTURE AND SIGNAGE | | | 0022 211-02060 17198.000 m3 | 0.01000 171.98| | B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-04075 40.000 Mg | 22.00000 880.00| | COMPACTED AGGREGATE, O, 73 , LIMESTONE | | | 0024 303-52308 2653.000 Mg | 22.10000 58631.30| | COMPACTED AGGREGATE, O, 53 | | | 0025 303-52308 6050.000 Mg | 13.65000 82582.50| | COMPACTED AGGREGATE, O, 53 , TEMPORARY | | | 0026 304-04403 19315.000 m3 | 43.45000 839236.75| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0027 305-05206 4145.000 Mg | 44.00000 182380.00| | WIDENING WITH HMA BASE, 25.0 mm , | | | TEMPORARY | | | 0029 402-05468 90.000 Mg | 32.00000 2880.00| | HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05474 45.000 Mg | 33.00000 1485.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0031 402-05474 2730.000 Mg | 33.00000 90090.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE , | | | TEMPORARY | | | 0032 402-05477 35.000 Mg | 37.00000 1295.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0033 402-05477 1225.000 Mg | 37.00000 45325.00| | HMA SURFACE 9.5 mm, MAINLINE , TEMPORARY| | | 0034 406-05520 3.900 Mg | 230.00000 897.00| | ASPHALT FOR TACK COAT | | | 0035 501-05240 15265.000 m | 40.15000 612889.75| | CONTRACTION JOINT, D1 | | | 0036 501-06323 77065.000 m2 | 34.30000 2643329.50| | QC/QA PCCP, 300 mm | | | 0037 601-07023 1.000 EACH| 7400.00000 7400.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0038 602-06646 120.000 m | 120.00000 14400.00| | TEMPORARY CONCRETE BARRIER | | | 0039 603-06045 83.700 m | 76.00000 6361.20| | FENCE, CHAIN LINK, 1220 mm | | | 0040 603-92636 10.000 m | 214.00000 2140.00| | FENCE, CHAIN LINK, 1830 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 604-04310 275.000 m2 | 87.30000 24007.50| | CONCRETE PAVING, PATTERNED | | | 0042 604-06069 1135.000 m2 | 45.70000 51869.50| | CURB RAMP, CONCRETE | | | 0043 604-91531 6936.000 m2 | 22.55000 156406.80| | SIDEWALK, CONCRETE, 100 mm | | | 0044 605-06100 5580.000 m | 24.30000 135594.00| | CURB, INTEGRAL, C, CONCRETE | | | 0045 605-06120 311.000 m | 60.50000 18815.50| | CURB, CONCRETE | | | 0046 605-06140 173.000 m | 55.80000 9653.40| | CURB AND GUTTER, CONCRETE | | | 0047 605-06250 461.000 m2 | 54.80000 25262.80| | CENTER CURB, C, CONCRETE | | | 0048 605-06255 2.000 m2 | 210.00000 420.00| | CENTER CURB, D, CONCRETE | | | 0049 611-05330 4836.000 m2 | 30.60000 147981.60| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0050 611-06497 44.000 EACH| 129.00000 5676.00| | MAILBOX ASSEMBLY, SINGLE | | | 0051 611-06498 1.000 EACH| 159.00000 159.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0052 611-95728 1517.000 m2 | 36.40000 55218.80| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0053 615-06527 10.000 EACH| 486.00000 4860.00| | MONUMENT, SECTION CORNER | | | 0054 616-02320 204.000 m2 | 2.00000 408.00| | GEOTEXTILES FOR RIPRAP | | | 0055 616-93019 204.000 m2 | 32.00000 6528.00| | RIPRAP, GROUTED, 450 mm | | | 0056 621-01004 2.000 EACH| 750.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-01004 6.000 EACH| 750.00000 4500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , TEMPORARY | | | 0058 621-06559 3883.000 m2 | 0.48000 1863.84| | MULCHED SEEDING, R | | | 0059 621-06559 3000.000 m2 | 0.48000 1440.00| | MULCHED SEEDING, R ,TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 621-06567 1.000 kL | 1.00000 1.00| | WATER | | | 0061 621-06574 20377.000 m2 | 3.40000 69281.80| | SODDING | | | 0062 621-98038 448.000 m3 | 78.00000 34944.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0063 622-01937 2043.000 EACH| 1.66000 3391.38| | PLANT , BULB | | | 0064 622-02564 LUMP| 374200.00000 374200.00| | LANDSCAPING IRRIGATION SYSTEM | | | 0065 622-04990 3182.000 m | 16.20000 51548.40| | LANDSCAPE EDGING | | | 0066 622-05627 17.000 EACH| 561.00000 9537.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0067 622-05637 55.000 EACH| 63.60000 3498.00| | PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, OVER | | | 1200 mm | | | 0068 622-05638 190.000 EACH| 34.80000 6612.00| | PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | 0069 622-05639 269.000 EACH| 39.60000 10652.40| | PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0070 622-05640 35.000 EACH| 48.00000 1680.00| | PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0071 622-05645 148.000 EACH| 324.00000 47952.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0072 622-05648 89.000 EACH| 330.00000 29370.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0073 622-05649 103.000 EACH| 360.00000 37080.00| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0074 622-05650 92.000 EACH| 462.00000 42504.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0075 622-05651 219.000 EACH| 528.00000 115632.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 622-05653 7433.000 EACH| 1.50000 11149.50| | PLANT, GROUND COVER , 60 mm POT | | | 0077 622-05654 2043.000 EACH| 13.20000 26967.60| | PLANT, PERENNIAL , NO. 1 CONT. | | | 0078 622-05655 1920.000 EACH| 19.14000 36748.80| | PLANT, ROOT, TUBER, CORM, BULB , ORN. | | | GRASS, NO. 2 CONT. | | | 0079 622-05656 267.000 EACH| 24.00000 6408.00| | PLANT, ROSE GRADE , ORN. GRASS, NO. 3 | | | CONT. | | | 0080 703-51032 5058.800 kg | 1.30000 6576.44| | REINFORCING STEEL, EPOXY COATED , GRADE | | | 60 | | | 0081 714-44240 65.290 m3 | 680.00000 44397.20| | CONCRETE, A, STRUCTURES | | | 0082 715-02397 2.000 EACH| 1350.00000 2700.00| | SAFETY METAL END SECTION, 4:1, 900 mm | | | 0083 715-05019 28.000 m | 261.00000 7308.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0084 715-05024 289.000 m | 212.00000 61268.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0085 715-05048 7181.600 m | 12.00000 86179.20| | PIPE, TYPE 4, CIRCULAR, 150 mm , | | | UNDERDRAIN | | | 0086 715-05123 3.000 m | 163.10000 489.30| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0087 715-05149 1260.000 m | 118.45000 149247.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0088 715-05151 181.800 m | 124.45000 22625.01| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0089 715-05152 494.600 m | 129.95000 64273.27| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0090 715-05154 285.500 m | 163.10000 46565.05| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0091 715-05156 152.600 m | 189.00000 28841.40| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0092 715-05159 416.800 m | 270.25000 112640.20| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0093 715-05161 1598.000 m | 307.25000 490985.50| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0094 715-05162 133.000 m | 369.00000 49077.00| | PIPE, TYPE 2, CIRCULAR, 1350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 715-05338 17.000 m | 488.00000 8296.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0096 715-05344 78.200 m | 414.00000 32374.80| | PIPE, TYPE 2, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0097 715-05408 27.600 m | 203.00000 5602.80| | PIPE, SANITARY SEWER, 200 mm , PVC | | | 0098 715-05408 95.000 m | 122.00000 11590.00| | PIPE, SANITARY SEWER, 200 mm , SERVICE | | | LATERALS, VCP | | | 0099 715-05412 91.500 m | 141.00000 12901.50| | PIPE, SANITARY SEWER, 375 mm , | | | REINFORCED CONCRETE | | | 0100 715-05415 240.000 m | 194.45000 46668.00| | PIPE, SANITARY SEWER, 600 mm , DUCTILE | | | IRON, CLASS 51 | | | 0101 715-05415 3.000 m | 212.10000 636.30| | PIPE, SANITARY SEWER, 600 mm , | | | REINFORCED CONCRETE | | | 0102 715-05711 381.000 m | 89.00000 33909.00| | PIPE, SANITARY SEWER, 150 mm , SERVICE | | | LATERALS, PVC | | | 0103 715-05751 2.000 EACH| 4200.00000 8400.00| | BUTTERFLY VALVE AND BOX, 600 mm | | | 0104 718-52610 1654.000 m3 | 23.50000 38869.00| | AGGREGATE FOR UNDERDRAINS | | | 0105 718-99153 9856.000 m2 | 1.20000 11827.20| | GEOTEXTILES FOR UNDERDRAIN | | | 0106 720-44000 34.000 EACH| 750.00000 25500.00| | CASTING, ADJUST TO GRADE | | | 0107 720-45030 4.000 EACH| 1225.00000 4900.00| | INLET, E7 | | | 0108 720-45045 48.000 EACH| 1325.00000 63600.00| | INLET, J10 | | | 0109 720-45240 4.000 EACH| 1825.00000 7300.00| | CATCH BASIN, J10 | | | 0110 720-45410 18.000 EACH| 1225.00000 22050.00| | MANHOLE, C4 | | | 0111 720-45410 2.000 EACH| 1225.00000 2450.00| | MANHOLE, C4 , SANITARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 720-45415 13.000 EACH| 1825.00000 23725.00| | MANHOLE, D4 | | | 0113 720-45415 1.000 EACH| 1825.00000 1825.00| | MANHOLE, D4 , SANITARY | | | 0114 720-45416 31.000 EACH| 3400.00000 105400.00| | MANHOLE, E4 | | | 0115 720-45425 4.000 EACH| 7800.00000 31200.00| | MANHOLE, F4 | | | 0116 720-96433 20.000 EACH| 2225.00000 44500.00| | CATCH BASIN, J15 , MODIFIED | | | 0117 720-97962 1.000 EACH| 12400.00000 12400.00| | MANHOLE, G4, MODIFIED | | | 0118 720-98174 46.000 EACH| 1825.00000 83950.00| | INLET, B15 | | | 0119 720-98363 1.000 EACH| 1990.00000 1990.00| | CATCH BASIN, MODIFIED , J5 | | | 0120 720-98555 3.000 EACH| 1825.00000 5475.00| | INLET, C15 | | | 0121 728-98377 LUMP| 4000.00000 4000.00| | MASONRY COATING | | | 0122 732-02388 256.000 EACH| 178.00000 45568.00| | WATER MAIN , DUCTILE IRON, 600 mm, | | | CLASS 51 | | | 0123 732-02745 2.000 EACH| 570.00000 1140.00| | GATE VALVE AND BOX, 200 mm , RESILIENT | | | 0124 732-03072 30.000 EACH| 1100.00000 33000.00| | TEE CONNECTION, SANITARY SERVICE | | | 0125 732-04836 2.000 EACH| 975.00000 1950.00| | GATE VALVE AND BOX, 300 mm, RESILIENT | | | 0126 732-91739 6.000 m | 348.00000 2088.00| | WATER MAIN, DUCTILE IRON, 200 mm , | | | CLASS 52 | | | 0127 732-91742 2.000 EACH| 2725.00000 5450.00| | FIRE HYDRANT ASSEMBLY | | | 0128 732-94780 9.000 EACH| 1100.00000 9900.00| | WATER SERVICE CONNECTION , 38.1 mm | | | 0129 732-94780 9.000 EACH| 1000.00000 9000.00| | WATER SERVICE CONNECTION , 25.4 mm | | | 0130 732-96670 18.300 m | 371.00000 6789.30| | WATER MAIN, DUCTILE IRON, 300 mm , | | | CLASS 52 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 801-06207 38800.000 m | 2.92000 113296.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0132 801-06606 30.000 EACH| 225.00000 6750.00| | BARRICADE, IIIB | | | 0133 801-06625 31.000 EACH| 89.00000 2759.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0134 801-06640 55.000 EACH| 315.00000 17325.00| | CONSTRUCTION SIGN, A | | | 0135 801-06640 25.000 EACH| 315.00000 7875.00| | CONSTRUCTION SIGN, A , MODIFIED | | | 0136 801-06645 12.000 EACH| 75.00000 900.00| | CONSTRUCTION SIGN, B | | | 0137 801-06775 LUMP| 463700.00000 463700.00| | MAINTAINING TRAFFIC | | | 0138 802-04993 LUMP| 12230.00000 12230.00| | SIGN ELEMENT WITH LETTERING | | | 0139 802-05701 299.200 m | 24.00000 7180.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0140 802-05702 21.600 m | 20.00000 432.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-76035 116.480 m2 | 158.00000 18403.84| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0143 802-76135 11.000 EACH| 5850.00000 64350.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0144 805-01815 16.000 EACH| 1625.00000 26000.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0145 805-01828 96.000 EACH| 65.00000 6240.00| | TRAFFIC SIGNAL HEAD, REALIGN , TEMPORARY| | | 0146 805-01842 72.000 EACH| 735.00000 52920.00| | HANDHOLE, SIGNAL | | | 0147 805-02152 22.000 EACH| 875.00000 19250.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0148 805-02373 4079.000 m | 6.20000 25289.80| | INTERCONNECT CABLE, FIBER OPTIC | | | 0149 805-02658 967.000 m | 3.20000 3094.40| | CABLE, COAXIAL , TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 805-06592 5578.000 m | 15.30000 85343.40| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0151 805-78106 1.000 EACH| 13850.00000 13850.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0152 805-78109 4.000 EACH| 10350.00000 41400.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0153 805-78205 13.000 EACH| 675.00000 8775.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0154 805-78230 19.000 EACH| 1170.00000 22230.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0155 805-78370 22.000 EACH| 80.00000 1760.00| | PEDESTRIAN PUSH BUTTON | | | 0156 805-78415 16.000 EACH| 1235.00000 19760.00| | SPAN, CATENARY, AND TETHER | | | 0157 805-78420 16.000 EACH| 180.00000 2880.00| | DISCONNECT HANGER | | | 0158 805-78467 60.000 m | 5.00000 300.00| | SIGNAL CABLE, 3C 8GA. | | | 0159 805-78470 197.000 m | 0.40000 78.80| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0160 805-78480 954.000 m | 3.20000 3052.80| | SIGNAL CABLE, 3C 14GA. | | | 0161 805-78485 1629.000 m | 3.60000 5864.40| | SIGNAL CABLE, 5C 14GA. | | | 0162 805-78490 925.000 m | 4.00000 3700.00| | SIGNAL CABLE, 7C 14GA. | | | 0163 805-78510 5664.000 m | 2.05000 11611.20| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0164 805-78746 2392.000 m | 25.00000 59800.00| | PREFORMED LOOP DETECTORS | | | 0165 805-78785 2.000 EACH| 500.00000 1000.00| | SIGNAL DETECTOR HOUSING | | | 0166 805-78795 63.000 m | 25.00000 1575.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0167 805-78925 5.000 EACH| 725.00000 3625.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0168 805-81032 16.000 EACH| 2035.00000 32560.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 808-06703 500.000 m | 1.50000 750.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0170 808-06716 6500.000 m | 2.26000 14690.00| | LINE, REMOVE | | | 0175 808-75067 297.300 m | 43.25000 12858.23| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0176 808-75069 790.000 m | 12.05000 9519.50| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0177 808-75071 73.000 EACH| 220.00000 16060.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0178 808-75073 73.000 EACH| 235.00000 17155.00| | PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0179 808-75245 500.000 m | 1.50000 750.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm ,UNDISTRIBUTED | | | 0180 808-75994 60.000 EACH| 12.00000 720.00| | PRISMATIC REFLECTOR , REMOVE AND | | | REPLACE, TEMPORARY | | | 0181 808-75998 144.000 EACH| 39.00000 5616.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0182 802-07158 11.000 EACH| 2400.00000 26400.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0183 202-96391 16.000 EACH| 100.00000 1600.00| | MAST ARM, REMOVE AND RESET, TEMPORARY | | | VIDEO VEHICLE DETECTION | | | 0184 805-02799 6.000 EACH| 690.00000 4140.00| | MAST ARM, 7.6 m , TEMPORARY, FOR VIDEO | | | DETECTION CAMERA | | | 0185 805-04782 4.000 EACH| 32000.00000 128000.00| | VIDEO VEHICLE DETECTOR SYSTEM , | | | TEMPORARY | | | 0186 805-06891 135.000 EACH| 190.00000 25650.00| | VIDEO CAMERA DETECTOR, INSTALL , | | | VEHICLE DETECTION ZONE REALIGNMENT , | | | TEMPORARY | | | 0187 805-93027 7.000 EACH| 615.00000 4305.00| | MAST ARM, 6.1 m , TEMPORARY, FOR VIDEO | | | DETECTION CAMERA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 151 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11911908.50 ROUTE : SR 19 CALL ORDER : 151 CONTRACT ID : R -26114-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0188 501-06266 LUMP| 30000.00000 30000.00| | PROFILOGRAPH, PCCP | | | 0189 611-03319 200.000 m2 | 36.60000 7320.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 150 mm | | | 0190 611-95728 200.000 m2 | 42.60000 8520.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0191 108-01614 LUMP| 14075.00000 14075.00| | PARTNERING OVERHEAD | | | 0192 808-03002 1950.000 m | 3.50000 6825.00| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0193 808-03631 892.000 m | 3.50000 3122.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0194 808-03632 8474.000 m | 3.50000 29659.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0195 808-04896 1224.000 m | 3.50000 4284.00| | LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | SECTION TOTALS | $ 11,632,678.39| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,632,678.39| | ====================================================================================================================================