INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,998,453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0701(058) 0701(058) 0701(058) OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 11,070,363.41 100.0000% 2 35-1139301 E & B PAVING, INC. $ 11,944,003.05 107.8916% ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEIGH STATION, LIGHTING, SIGNS, AND BRIDGE REHABILITATION | | | 0001 105-01925 25.000 MOS | 1500.24000 37506.00| 1994.43000 49860.75| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 163845.65000 163845.65| 111699.54000 111699.54| CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 12078.34000 12078.34| 13081.00000 13081.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 550000.00000 550000.00| 597200.15000 597200.15| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 331000.00000 331000.00| 358320.09000 358320.09| CLEARING RIGHT OF WAY | | | 0006 202-01066 400.000 m2 | 54.55000 21820.00| 103.00000 41200.00| HYDRO DEMOLITION | | | 0007 202-02240 315.000 m2 | 11.24000 3540.60| 10.30000 3244.50| PAVEMENT, REMOVE | | | 0008 202-04890 1.000 EACH| 27204.98000 27204.98| 89265.98000 89265.98| WELL , WATER PRODUCTION | | | 0009 202-04890 1.000 EACH| 4356.28000 4356.28| 12009.80000 12009.80| WELL PUMP, SUBMERSIBLE | | | 0010 202-05441 442.000 m2 | 27.10000 11978.20| 17.65000 7801.30| GRIND CONCRETE PAVEMENT | | | 0011 202-51328 LUMP| 15911.83000 15911.83| 51500.00000 51500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-51368 162.000 m2 | 13.68000 2216.16| 17.10000 2770.20| SLOPEWALL, REMOVE | | | 0013 202-51822 399.000 m2 | 9.09000 3626.91| 30.90000 12329.10| BRIDGE DECK OVERLAY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-60820 925.000 m2 | 3.29000 3043.25| 10.30000 9527.50| SURFACE MILLING, ASPHALT | | | 0015 202-74055 1.000 EACH| 2156.36000 2156.36| 1994.80000 1994.80| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0016 202-93974 1.000 EACH| 751.46000 751.46| 997.40000 997.40| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0017 203-02000 25518.000 m3 | 8.16000 208226.88| 7.21000 183984.78| EXCAVATION, COMMON | | | 0018 203-02070 16121.000 m3 | 13.45000 216827.45| 9.27000 149441.67| BORROW | | | 0019 203-02080 0.094 km | 8287.83000 779.06| 18540.00000 1742.76| LINEAR GRADING | | | 0020 203-94803 16300.000 m3 | 5.85000 95355.00| 1.55000 25265.00| EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0021 205-02224 971.000 m | 5.55000 5389.05| 5.25000 5097.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0022 205-02231 335.000 m | 35.76000 11979.60| 46.35000 15527.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0023 205-02232 483.000 m3 | 27.06000 13069.98| 8.24000 3979.92| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0024 205-02236 1.000 EACH| 87.13000 87.13| 82.40000 82.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0025 205-02237 3.000 EACH| 43.56000 130.68| 41.20000 123.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0026 206-51230 56.000 m3 | 17.67000 989.52| 70.04000 3922.24| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0027 210-03084 LUMP| 2000000.00000 2000000.00| 2829553.01000 2829553.01| WEIGH STATION INSPECTION BUILDING | | | 0028 210-06536 LUMP| 335801.23000 335801.23| 802871.61000 802871.61| SCALE SYSTEM , STATIC | | | 0029 210-06536 LUMP| 295013.95000 295013.95| 668234.44000 668234.44| SCALE SYSTEM , WEIGH-IN-MOTION | | | 0030 210-06537 LUMP| 219764.63000 219764.63| 97850.00000 97850.00| ISD TECHNOLOGY PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 210-06538 LUMP| 73678.45000 73678.45| 10300.00000 10300.00| DYNAMIC ROLLER BRAKE TESTER | | | 0032 210-06683 50.000 EACH| 3531.80000 176590.00| 3312.48000 165624.00| SCALE, PORTABLE | | | 0033 211-02060 1592.000 m3 | 19.26000 30661.92| 18.42000 29324.64| B BORROW FOR STRUCTURE BACKFILL | | | 0034 214-06022 LUMP| 75313.82000 75313.82| 7210.00000 7210.00| LINER FOR DETENTION POND | | | 0035 215-06458 14266.000 m3 | 9.93000 141661.38| 7.85000 111988.10| SUBGRADE, MODIFIED | | | 0036 303-03395 62.000 Mg | 164.99000 10229.38| 156.05000 9675.10| STONE, RIVERSIDE, 25 mm TO 75 mm | | | 0037 303-52308 7959.000 Mg | 15.07000 119942.13| 13.84000 110152.56| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0038 304-06464 9159.000 m3 | 36.97000 338608.23| 33.48000 306643.32| SUBBASE FOR PCCP | | | 0039 305-05204 594.000 Mg | 56.63000 33638.22| 54.23000 32212.62| HMA FOR PATCHING | | | 0040 305-05206 32.000 Mg | 193.85000 6203.20| 133.19000 4262.08| WIDENING WITH HMA | | | 0041 402-05468 1708.000 Mg | 41.66000 71155.28| 40.35000 68917.80| HMA BASE 25.0 mm, MAINLINE | | | 0042 402-05473 1020.000 Mg | 43.45000 44319.00| 41.65000 42483.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0043 402-05477 471.000 Mg | 55.51000 26145.21| 52.95000 24939.45| HMA SURFACE 9.5 mm, MAINLINE | | | 0044 404-05511 6267.000 m2 | 1.57000 9839.19| 1.48000 9275.16| SEAL COAT, 2 | | | 0045 406-05520 3.600 Mg | 381.17000 1372.21| 360.50000 1297.80| ASPHALT FOR TACK COAT | | | 0046 407-04351 2386.000 m2 | 2.73000 6513.78| 2.59000 6179.74| SEAL COAT, 5 | | | 0047 501-03489 1422.000 EACH| 9.00000 12798.00| 10.40000 14788.80| TIE BAR, RETROFIT | | | 0048 501-04771 LUMP| 4984.35000 4984.35| 4798.72000 4798.72| CORING CONCRETE PAVEMENT | | | 0049 501-05240 7542.000 m | 32.79000 247302.18| 24.91000 187871.22| CONTRACTION JOINT, D1 | | | 0050 501-05310 33.000 m | 369.91000 12207.03| 363.08000 11981.64| TERMINAL JOINT | | | 0051 501-06266 LUMP| 8168.03000 8168.03| 5491.48000 5491.48| PROFILOGRAPH, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 501-06323 12757.000 m2 | 46.35000 591286.95| 37.58000 479408.06| QC/QA PCCP, 300 mm | | | 0053 501-06325 35749.000 m2 | 50.97000 1822126.53| 39.70000 1419235.30| QC/QA PCCP, 350 mm | | | 0054 502-06331 44.000 m2 | 39.47000 1736.68| 39.70000 1746.80| PCCP, 350 mm | | | 0055 502-06627 1151.000 m2 | 33.70000 38788.70| 37.46000 43116.46| PCCP, 150mm | | | 0056 506-06333 16.400 m2 | 182.41000 2991.52| 113.30000 1858.12| PCCP PATCHING, FULL DEPTH | | | 0057 601-01522 3.000 EACH| 1361.34000 4084.02| 1328.70000 3986.10| GUARDRAIL TRANSITION TYPE TGB | | | 0058 601-03464 7.000 EACH| 43.56000 304.92| 46.35000 324.45| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0059 601-04746 1.000 EACH| 9801.63000 9801.63| 6798.00000 6798.00| ENERGY ABSORBING TERMINAL, CZ | | | 0060 601-06228 1.000 EACH| 62730.46000 62730.46| 57886.00000 57886.00| IMPACT ATTENUATOR, CR, W1, TL-3, 110 | | | km/h | | | 0061 601-06246 2.000 EACH| 35503.70000 71007.40| 33475.00000 66950.00| IMPACT ATTENUATOR, R2, W1, TL-3, 110 | | | km/h | | | 0062 601-06454 1.000 EACH| 14157.92000 14157.92| 12875.00000 12875.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, 110 km/h | | | 0063 601-94689 10.000 EACH| 3593.93000 35939.30| 3285.70000 32857.00| GUARDRAIL END TREATMENT, OS | | | 0064 601-94690 1.000 EACH| 3593.93000 3593.93| 3285.70000 3285.70| GUARDRAIL END TREATMENT, MS | | | 0065 601-97774 1.000 EACH| 2395.96000 2395.96| 2358.70000 2358.70| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0066 601-97803 1.000 EACH| 2395.96000 2395.96| 2358.70000 2358.70| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0067 601-99105 865.000 m | 35.94000 31088.10| 32.86000 28423.90| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0068 601-99108 80.000 m | 52.28000 4182.40| 53.46000 4276.80| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 601-99132 1.000 EACH| 70.79000 70.79| 195.70000 195.70| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0070 602-01064 740.000 m | 93.45000 69153.00| 155.03000 114722.20| BARRIER, CONCRETE | | | 0071 602-02476 12.000 m | 345.71000 4148.52| 469.68000 5636.16| BARRIER, CONCRETE, MODIFIED | | | 0072 602-06639 240.000 m | 92.49000 22197.60| 67.43000 16183.20| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0073 602-06646 3139.000 m | 77.69000 243868.91| 65.74000 206357.86| TEMPORARY CONCRETE BARRIER | | | 0074 602-06729 158.000 EACH| 8.17000 1290.86| 7.67000 1211.86| BARRIER DELINEATOR | | | 0075 603-04847 1.000 EACH| 24612.99000 24612.99| 23278.00000 23278.00| FENCE GATE , CANTILEVER SLIDE, 6.7 m | | | 0076 603-04847 1.000 EACH| 435.63000 435.63| 412.00000 412.00| FENCE GATE , CHAIN LINK, 1820 mm X 1.2 m| | | 0077 603-04847 1.000 EACH| 871.26000 871.26| 824.00000 824.00| FENCE GATE , CHAIN LINK, 1820 mm X 2.4 m| | | 0078 603-06040 1594.000 m | 12.91000 20578.54| 12.21000 19462.74| FENCE, FARM FIELD, 1190 mm | | | 0079 603-92636 1051.000 m | 32.51000 34168.01| 30.75000 32318.25| FENCE, CHAIN LINK, 1830 mm | | | 0080 604-06069 16.800 m2 | 34.04000 571.87| 74.52000 1251.94| CURB RAMP, CONCRETE | | | 0081 604-06070 338.000 m2 | 32.37000 10941.06| 30.49000 10305.62| SIDEWALK, CONCRETE | | | 0082 605-06090 831.000 m | 14.92000 12398.52| 26.46000 21988.26| CURB, INTEGRAL, CONCRETE | | | 0083 605-06255 120.000 m2 | 77.47000 9296.40| 65.14000 7816.80| CENTER CURB, D, CONCRETE | | | 0084 605-06275 182.000 m2 | 106.81000 19439.42| 77.00000 14014.00| CENTER CURB, D, CONCRETE, MODIFIED | | | 0085 607-06370 169.000 m | 149.99000 25348.31| 118.60000 20043.40| PAVED SIDE DITCH, H | | | 0086 610-05527 514.000 Mg | 122.79000 63114.06| 118.83000 61078.62| HMA FOR APPROACHES | | | 0087 610-06257 258.000 m2 | 60.86000 15701.88| 72.10000 18601.80| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0088 610-06262 97.000 m2 | 67.38000 6535.86| 66.95000 6494.15| REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 611-06497 3.000 EACH| 201.48000 604.44| 149.35000 448.05| MAILBOX ASSEMBLY, SINGLE | | | 0090 615-03866 1.000 EACH| 272.27000 272.27| 128.75000 128.75| MILE MARKER | | | 0091 615-06490 9.000 EACH| 114.35000 1029.15| 159.65000 1436.85| RIGHT OF WAY MARKER | | | 0092 615-06505 7.000 EACH| 353.95000 2477.65| 458.35000 3208.45| MONUMENT, B | | | 0093 615-06510 2.000 EACH| 375.73000 751.46| 365.65000 731.30| MONUMENT, C | | | 0094 616-02320 2495.000 m2 | 2.78000 6936.10| 1.24000 3093.80| GEOTEXTILES | | | 0095 616-05688 959.000 Mg | 32.57000 31234.63| 22.66000 21730.94| RIPRAP, CLASS 1 | | | 0096 616-06405 718.000 Mg | 29.89000 21461.02| 22.66000 16269.88| RIPRAP, REVETMENT | | | 0097 616-51367 140.000 m2 | 47.18000 6605.20| 123.60000 17304.00| SLOPEWALL, CONCRETE, 100 mm | | | 0098 617-05280 115.000 m | 42.82000 4924.30| 40.62000 4671.30| EXPANSION JOINT, PREFORMED, LOAD | | | TRANSFER, 25 mm | | | 0099 619-02311 3.000 EACH| 187.70000 563.10| 386.25000 1158.75| CLEANOUT WITH PLUG, PVC, 200 mm | | | 0100 621-01004 5.000 EACH| 680.67000 3403.35| 643.75000 3218.75| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0101 621-02363 6400.000 m2 | 0.34000 2176.00| 0.32000 2048.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0102 621-06545 3.350 Mg | 585.92000 1962.83| 554.14000 1856.37| FERTILIZER | | | 0103 621-06548 2.200 kg | 47.92000 105.42| 45.32000 99.70| SEED MIXTURE, CV | | | 0104 621-06553 309.500 kg | 7.93000 2454.34| 7.50000 2321.25| SEED MIXTURE, R | | | 0105 621-06554 164.000 kg | 15.85000 2599.40| 14.99000 2458.36| SEED MIXTURE, U | | | 0106 621-06559 500.000 m2 | 0.40000 200.00| 0.38000 190.00| MULCHED SEEDING, R | | | 0107 621-06565 16.550 Mg | 450.33000 7452.96| 425.91000 7048.81| MULCHING MATERIAL | | | 0108 621-06574 1645.000 m2 | 3.92000 6448.40| 3.71000 6102.95| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 621-06575 400.000 m2 | 3.92000 1568.00| 3.71000 1484.00| SODDING, NURSERY | | | 0110 621-98038 27.000 m3 | 77.32000 2087.64| 73.13000 1974.51| MULCH, HARDWOOD SHREDDED BARK | | | 0111 622-05609 24.000 EACH| 93.66000 2247.84| 88.58000 2125.92| PLANT, BROADLEAF EVERGREEN, CONE, BROAD | | | UPRIGHT, OVER 450 TO 600 mm | | | 0112 622-05610 5.000 EACH| 123.06000 615.30| 116.39000 581.95| PLANT, BROADLEAF EVERGREEN, CONE, BROAD | | | UPRIGHT, OVER 600 TO 900 mm | | | 0113 622-05615 8.000 EACH| 95.84000 766.72| 90.64000 725.12| PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 375 TO 450 mm | | | 0114 622-05627 18.000 EACH| 267.91000 4822.38| 253.38000 4560.84| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0115 622-05633 14.000 EACH| 63.71000 891.94| 60.26000 843.64| PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, 450 mm | | | OR UNDER | | | 0116 622-05638 16.000 EACH| 46.56000 744.96| 44.03000 704.48| PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | 0117 622-05640 26.000 EACH| 80.32000 2088.32| 75.96000 1974.96| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0118 622-05641 19.000 EACH| 140.49000 2669.31| 132.87000 2524.53| PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0119 701-51190 24.000 m | 99.83000 2395.92| 618.00000 14832.00| PILE, STEEL H, HP 250 X 62 | | | 0120 702-51005 26.800 m3 | 707.90000 18971.72| 1133.00000 30364.40| CONCRETE, A, SUBSTRUCTURE | | | 0121 702-51015 8.800 m3 | 577.21000 5079.45| 618.00000 5438.40| CONCRETE, B, FOOTINGS | | | 0122 702-51863 609.000 EACH| 11.44000 6966.96| 15.45000 9409.05| FIELD DRILLED HOLE IN CONCRETE | | | 0123 703-51030 10021.000 kg | 1.42000 14229.82| 2.06000 20643.26| REINFORCING STEEL | | | 0124 703-51032 14333.000 kg | 1.47000 21069.51| 2.06000 29525.98| REINFORCING STEEL, EPOXY COATED | | | 0125 703-97936 130.000 EACH| 13.45000 1748.50| 12.36000 1606.80| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 704-51002 41.100 m3 | 500.97000 20589.87| 1545.00000 63499.50| CONCRETE, C, SUPERSTRUCTURE | | | 0127 706-05732 3.000 EACH| 1524.70000 4574.10| 1167.33000 3501.99| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0128 706-05732 2.000 EACH| 1524.70000 3049.40| 1030.00000 2060.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0129 706-51020 26.900 m3 | 500.97000 13476.09| 574.35000 15450.02| CONCRETE, C, RAILING | | | 0130 707-51045 LUMP| 38117.47000 38117.47| 41200.00000 41200.00| CONCRETE STRUCTURAL MEMBERS , CB, 550mm | | | X 600mm | | | 0131 707-99085 1.000 EACH| 1390.45000 1390.45| 3605.00000 3605.00| FLAG POLE | | | 0132 709-51821 LUMP| 7383.90000 7383.90| 6983.40000 6983.40| SURFACE SEAL | | | 0133 710-51870 20.000 m2 | 626.22000 12524.40| 206.00000 4120.00| REPOINTING MASONRY IN STRUCTURES | | | 0134 711-90932 144.000 m | 20.15000 2901.60| 19.06000 2744.64| EDGING, STEEL | | | 0135 715-02906 192.000 m | 57.56000 11051.52| 53.56000 10283.52| WATER LINE, 100 mm , PVC | | | 0136 715-02906 9.000 m | 92.86000 835.74| 67.98000 611.82| WATER LINE, 100 mm , PVC, WITH GRANULAR | | | BACKFILL | | | 0137 715-05019 12.500 m | 218.08000 2726.00| 190.55000 2381.88| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0138 715-05024 338.000 m | 182.51000 61688.38| 188.49000 63709.62| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0139 715-05048 5026.000 m | 8.44000 42419.44| 5.15000 25883.90| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0140 715-05049 735.000 m | 11.98000 8805.30| 7.21000 5299.35| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0141 715-05118 23.000 m | 52.88000 1216.24| 71.07000 1634.61| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0142 715-05119 11.000 m | 61.81000 679.91| 82.40000 906.40| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0143 715-05123 38.500 m | 117.81000 4535.69| 113.30000 4362.05| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0144 715-05149 7.500 m | 52.90000 396.75| 72.10000 540.75| PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 715-05151 660.500 m | 61.83000 40838.71| 80.34000 53064.57| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0146 715-05152 132.000 m | 79.79000 10532.28| 90.13000 11897.16| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0147 715-05154 25.500 m | 116.73000 2976.62| 113.30000 2889.15| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0148 715-05156 87.000 m | 147.44000 12827.28| 141.63000 12321.81| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0149 715-05168 20.000 m | 52.89000 1057.80| 71.07000 1421.40| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0150 715-05169 12.000 m | 61.82000 741.84| 81.37000 976.44| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0151 715-05426 98.000 m | 306.56000 30042.88| 262.65000 25739.70| PIPE, SLOTTED DRAIN, 750 mm | | | 0152 715-05757 12.500 m | 218.08000 2726.00| 190.55000 2381.88| PIPE EXTENSION, CIRCULAR, 900 mm , | | | REINFORCED CONCRETE | | | 0153 715-05914 50.000 m | 164.89000 8244.50| 113.30000 5665.00| PIPE, PVC, 450 mm , SDR 26, WITH | | | GASKETED JOINTS | | | 0154 715-06533 49.000 m | 235.67000 11547.83| 130.81000 6409.69| PIPE, PVC, 600 mm , SDR 26, WITH | | | GASKETED JOINTS | | | 0155 715-44240 40.600 m3 | 435.63000 17686.58| 646.11000 26232.07| CONCRETE, A, STRUCTURES | | | 0156 715-46000 7.000 EACH| 167.30000 1171.10| 270.89000 1896.23| PIPE END SECTION, 300 mm | | | 0157 715-46005 11.000 EACH| 179.58000 1975.38| 300.76000 3308.36| PIPE END SECTION, 375 mm | | | 0158 715-46020 6.000 EACH| 290.01000 1740.06| 399.64000 2397.84| PIPE END SECTION, 600 mm | | | 0159 715-46040 3.000 EACH| 775.68000 2327.04| 702.46000 2107.38| PIPE END SECTION, 900 mm | | | 0160 715-91361 201.000 m | 40.92000 8224.92| 20.60000 4140.60| PIPE, PVC, 150 mm | | | 0161 715-92537 200.000 m | 47.91000 9582.00| 22.66000 4532.00| PIPE, PVC, 200 mm | | | 0162 715-93911 201.000 m | 24.04000 4832.04| 74.16000 14906.16| WATER MAIN, 100 mm , REMOVE | | | 0163 715-96960 11.000 m | 146.58000 1612.38| 108.15000 1189.65| PIPE, PVC, 375 mm , SDR 26, WITH | | | GASKETED JOINTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0164 715-97701 LUMP| 56585.99000 56585.99| 85902.00000 85902.00| SANITARY SEWAGE TREATMENT PLANT | | | 0165 718-04880 9.000 EACH| 707.90000 6371.10| 412.00000 3708.00| OUTLET PROTECTOR, A | | | 0166 718-04881 16.000 EACH| 206.92000 3310.72| 226.60000 3625.60| OUTLET PROTECTOR, B | | | 0167 718-52610 1166.000 m3 | 33.22000 38734.52| 26.78000 31225.48| AGGREGATE FOR UNDERDRAINS | | | 0168 718-99153 17912.000 m2 | 1.63000 29196.56| 1.03000 18449.36| GEOTEXTILES FOR UNDERDRAIN | | | 0169 720-45030 1.000 EACH| 821.94000 821.94| 993.95000 993.95| INLET, E7 | | | 0170 720-45041 12.000 EACH| 2398.79000 28785.48| 2482.30000 29787.60| INLET, H5 | | | 0171 720-45045 4.000 EACH| 1080.24000 4320.96| 1452.30000 5809.20| INLET, J10 | | | 0172 720-45055 1.000 EACH| 1080.45000 1080.45| 1452.30000 1452.30| INLET, M10 | | | 0173 720-45075 2.000 EACH| 1104.65000 2209.30| 1534.70000 3069.40| INLET, R13 | | | 0174 720-45141 1.000 EACH| 2431.56000 2431.56| 2482.30000 2482.30| INLET, H5, MODIFIED | | | 0175 720-45265 2.000 EACH| 346.67000 693.34| 854.90000 1709.80| PIPE CATCH BASIN, 375 mm | | | 0176 720-45275 2.000 EACH| 527.76000 1055.52| 1102.10000 2204.20| PIPE CATCH BASIN, 600 mm | | | 0177 720-45410 3.000 EACH| 1237.69000 3713.07| 1431.70000 4295.10| MANHOLE, C4 | | | 0178 720-45510 2.000 EACH| 1303.43000 2606.86| 1545.00000 3090.00| MANHOLE, C4, MODIFIED , SANITARY | | | 0179 720-92409 1.000 EACH| 1794.36000 1794.36| 1951.85000 1951.85| MANHOLE, J2, MODIFIED | | | 0180 720-92557 3.000 EACH| 1052.29000 3156.87| 1539.85000 4619.55| INLET, M13 | | | 0181 720-94612 1.000 EACH| 3153.54000 3153.54| 2389.60000 2389.60| MANHOLE, K4 | | | 0182 720-95409 1.000 EACH| 1969.15000 1969.15| 1905.50000 1905.50| MANHOLE, J4, MODIFIED | | | 0183 720-95422 3.000 EACH| 1946.66000 5839.98| 1905.50000 5716.50| MANHOLE, J4 | | | 0184 720-98174 1.000 EACH| 1630.13000 1630.13| 1879.75000 1879.75| INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 722-01061 610.000 m2 | 41.40000 25254.00| 61.80000 37698.00| BRIDGE DECK OVERLAY, MICROSILICA | | | 0186 722-04831 LUMP| 23872.43000 23872.43| 24720.00000 24720.00| POSTRITE CONCRETE, CORROSION PROTECTION | | | SYSTEM | | | 0187 722-51401 15.000 m2 | 134.17000 2012.55| 206.00000 3090.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0188 722-96912 14.000 m3 | 132.00000 1848.00| 132.00000 1848.00| BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0189 722-97116 25.000 m2 | 65.34000 1633.50| 412.00000 10300.00| BRIDGE DECK OVERLAY PATCHING | | | 0190 724-03276 60.300 m | 285.34000 17206.00| 103.00000 6210.90| EXPANSION JOINT SEALING SYSTEM | | | 0191 730-03475 1.000 EACH| 180.67000 180.67| 381.10000 381.10| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0192 730-97692 1.000 EACH| 3825.49000 3825.49| 4150.90000 4150.90| GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0193 731-06223 219.000 m2 | 943.72000 206674.68| 1078.41000 236171.79| SOIL NAILED WALL | | | 0194 732-03070 LUMP| 3893.07000 3893.07| 6283.00000 6283.00| OUTLET STRUCTURE , BASIN | | | 0195 732-04837 14.000 EACH| 99.49000 1392.86| 257.50000 3605.00| PLUG , DRAIN | | | 0196 732-04964 220.000 m | 26.65000 5863.00| 61.80000 13596.00| WATER MAIN , 100mm, LOWER | | | 0197 732-06651 38.000 m | 26.34000 1000.92| 49.44000 1878.72| WATER LINE, 50 mm , HDPE | | | 0198 732-06651 14.000 m | 33.59000 470.26| 57.68000 807.52| WATER LINE, 50 mm , WITH GRANULAR | | | BACKFILL | | | 0199 732-06653 3.000 m | 76.23000 228.69| 37.16000 111.48| WELL CASING ADJUSTMENT | | | 0200 732-06653 3.000 m | 43.56000 130.68| 50.68000 152.04| WELL DEPTH ADJUSTMENT | | | 0201 732-06653 3.000 m | 136.13000 408.39| 219.60000 658.80| WELL SCREENING ADJUSTMENT | | | 0202 732-06655 1.000 EACH| 2613.77000 2613.77| 731.30000 731.30| ADAPTER , PITLESS | | | 0203 732-06656 1.000 EACH| 1536.90000 1536.90| 1236.00000 1236.00| WATER MAIN VAULT WITH AIR RELEASE VALVE,| | | RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0204 801-01093 2.000 EACH| 1905.87000 3811.74| 772.50000 1545.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0205 801-04308 5.000 EACH| 653.44000 3267.20| 463.50000 2317.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0206 801-06203 3290.000 m | 1.86000 6119.40| 0.41000 1348.90| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0207 801-06207 5891.000 m | 1.17000 6892.47| 2.99000 17614.09| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0208 801-06606 8.000 EACH| 185.14000 1481.12| 143.17000 1145.36| BARRICADE, IIIB | | | 0209 801-06625 10.000 EACH| 103.46000 1034.60| 81.37000 813.70| DETOUR ROUTE MARKER ASSEMBLY | | | 0210 801-06640 45.000 EACH| 156.34000 7035.30| 195.70000 8806.50| CONSTRUCTION SIGN, A | | | 0211 801-06645 16.000 EACH| 43.56000 696.96| 30.90000 494.40| CONSTRUCTION SIGN, B | | | 0212 801-06710 264.000 DAY | 14.85000 3920.40| 12.36000 3263.04| FLASHING ARROW SIGN | | | 0213 801-06775 LUMP| 26343.03000 26343.03| 86343.19000 86343.19| MAINTAINING TRAFFIC | | | 0214 801-09133 1.000 EACH| 16336.06000 16336.06| 7725.00000 7725.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0215 801-97643 260.000 m | 15.25000 3965.00| 12.10000 3146.00| TEMPORARY BUZZ STRIPS | | | 0216 802-02293 56.200 m3 | 598.99000 33663.24| 805.34000 45260.11| CONCRETE, SIGN FOUNDATION | | | 0217 802-02475 1.000 EACH| 490.08000 490.08| 395.70000 395.70| SIGN, PANEL, REMOVE AND RELOCATE | | | 0218 802-02489 273.200 m | 18.51000 5056.93| 27.03000 7384.60| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0219 802-02849 1.000 EACH| 130.69000 130.69| 246.58000 246.58| SIGN BRACKET, TOP OF WALL MOUNTED | | | 0220 802-76010 10.030 m2 | 141.58000 1420.05| 113.14000 1134.79| SIGN,PANEL,ENCLOSED LENS WITH LEGEND | | | 0221 802-76015 190.050 m2 | 185.14000 35185.86| 144.58000 27477.43| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0222 802-76025 7.440 m2 | 130.69000 972.33| 194.51000 1447.15| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0223 802-76035 55.860 m2 | 132.87000 7422.12| 119.84000 6694.26| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0224 802-76045 1.980 m2 | 174.25000 345.01| 141.86000 280.88| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0225 802-76065 14.000 m | 6.43000 90.02| 15.05000 210.70| SIGN POST, B | | | 0226 802-76095 1548.140 kg | 5.55000 8592.18| 5.69000 8808.92| STRUCTURAL STEEL, BREAKAWAY | | | 0227 802-90623 1.000 EACH| 81.68000 81.68| 229.59000 229.59| SIGN BRACKET FOR STREET NAME | | | 0228 802-96315 LUMP| 15922.21000 15922.21| 9963.60000 9963.60| SIGN, FIBER OPTIC, OPEN AND CLOSED | | | 0229 803-02310 2320.000 kg | 2.18000 5057.60| 1.91000 4431.20| REINFORCING STEEL, SIGN FOUNDATION | | | 0230 803-76110 2.000 EACH| 32672.12000 65344.24| 27257.30000 54514.60| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0231 803-76140 3.000 EACH| 18296.38000 54889.14| 11309.08000 33927.24| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0232 803-76170 30.440 m | 479.19000 14586.54| 404.48000 12312.37| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0233 803-76175 13.950 m | 522.75000 7292.36| 440.85000 6149.86| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0234 805-02689 72.000 m | 14.70000 1058.40| 13.02000 937.44| WIRE, NO. 8 COPPER, IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0235 805-06592 76.000 m | 35.94000 2731.44| 49.59000 3768.84| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0236 805-86820 16.000 EACH| 566.32000 9061.12| 649.59000 10393.44| CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0237 805-86838 320.000 m | 2.50000 800.00| 15.74000 5036.80| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0238 805-86889 560.000 m | 1.09000 610.40| 1.51000 845.60| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0239 805-86920 59.000 EACH| 16.34000 964.06| 12.05000 710.95| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 805-86930 25.000 EACH| 16.34000 408.50| 7.47000 186.75| INSULATING LINK, NOT WATERPROOFED | | | 0241 805-86935 20.000 EACH| 38.12000 762.40| 18.56000 371.20| INSULATING LINK, WATERPROOFED | | | 0242 805-86955 22.000 EACH| 54.45000 1197.90| 197.94000 4354.68| CABLE DUCT MARKER | | | 0243 805-98335 2300.000 m | 15.25000 35075.00| 16.64000 38272.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0244 805-98336 125.000 m | 15.25000 1906.25| 16.64000 2080.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0245 807-02603 1.000 EACH| 942.05000 942.05| 1091.65000 1091.65| LIGHT STANDARD, RELOCATE | | | 0246 807-04309 1.000 EACH| 3114.74000 3114.74| 2067.55000 2067.55| PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0247 807-04651 1183.000 m | 14.70000 17390.10| 13.02000 15402.66| WIRE , NO. 8 CU. IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0248 807-06652 205.000 m | 84.95000 17414.75| 36.05000 7390.25| ELECTRIC SERVICE LINE | | | 0249 807-06652 220.000 m | 33.76000 7427.20| 41.20000 9064.00| ELECTRIC SERVICE LINE , LOWER | | | 0250 807-06652 205.000 m | 6.53000 1338.65| 2.06000 422.30| ELECTRIC SERVICE LINE , REMOVE | | | 0251 807-78590 6.000 EACH| 544.54000 3267.24| 490.18000 2941.08| HANDHOLE | | | 0252 807-78590 1.000 EACH| 969.27000 969.27| 490.18000 490.18| HANDHOLE , ELECTRIC | | | 0253 807-78590 3.000 EACH| 413.85000 1241.55| 189.93000 569.79| HANDHOLE , ELECTRIC, RESET | | | 0254 807-82004 1.000 EACH| 707.90000 707.90| 1211.27000 1211.27| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0255 807-82007 1.000 EACH| 816.80000 816.80| 1228.26000 1228.26| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 8 | | | LUMINAIRES | | | 0256 807-82016 2.000 EACH| 381.17000 762.34| 598.27000 1196.54| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0257 807-82017 1.000 EACH| 392.07000 392.07| 607.33000 607.33| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0258 807-82400 4.000 EACH| 17882.54000 71530.16| 15814.00000 63256.00| LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0259 807-84752 12.000 EACH| 1470.25000 17643.00| 1024.95000 12299.40| LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0260 807-84814 3.000 EACH| 1633.61000 4900.83| 1151.85000 3455.55| LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0261 807-86620 15.000 EACH| 277.71000 4165.65| 226.42000 3396.30| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0262 807-86665 22.000 EACH| 707.90000 15573.80| 511.91000 11262.02| LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0263 807-86800 20.000 EACH| 419.29000 8385.80| 328.39000 6567.80| LUMINAIRE, SIGN, MERCURY VAPOR WITH | | | GLARE SHIELD AND VANDAL SHIELD, 250 WATT| | | 0264 807-86830 4.000 EACH| 5205.76000 20823.04| 6338.00000 25352.00| CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0265 807-86910 18.000 EACH| 38.12000 686.16| 32.16000 578.88| CONNECTOR KIT, UNFUSED | | | 0266 807-86915 23.000 EACH| 42.47000 976.81| 33.29000 765.67| CONNECTOR KIT, FUSED | | | 0267 807-86950 23.000 EACH| 27.23000 626.29| 56.55000 1300.65| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0268 807-86955 10.000 EACH| 54.45000 544.50| 197.94000 1979.40| CABLE DUCT MARKER | | | 0269 808-03178 11.000 EACH| 157.92000 1737.12| 117.42000 1291.62| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0270 808-04767 37.000 m | 7.62000 281.94| 6.71000 248.27| LINE , PREFORMED PLASTIC, BROKEN, WHITE,| | | 200 mm | | | 0271 808-06540 39.600 m | 11.11000 439.96| 12.21000 483.52| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0272 808-06609 54.000 EACH| 46.72000 2522.88| 29.56000 1596.24| PAVEMENT MESSAGE MARKING , EPOXY, SOLID,| | | WHITE, NUMBER, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 900 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10998453.34 ROUTE : I-70 CALL ORDER : 900 CONTRACT ID : R -24075-C COUNTIES : VIGO LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 | |TSCHUOR, GALE COMPANY, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0273 808-06713 10282.000 m | 0.17000 1747.94| 0.22000 2262.04| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0274 808-06714 2254.000 m | 0.17000 383.18| 0.22000 495.88| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0275 808-06716 3730.000 m | 0.16000 596.80| 0.82000 3058.60| LINE, REMOVE | | | 0276 808-75052 690.000 m | 5.55000 3829.50| 5.69000 3926.10| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 150 mm | | | 0277 808-75053 3766.000 m | 7.41000 27906.06| 6.71000 25269.86| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0278 808-75059 169.000 m | 4.05000 684.45| 3.83000 647.27| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0279 808-75061 76.000 m | 4.63000 351.88| 4.80000 364.80| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0280 808-75067 25.000 m | 22.22000 555.50| 22.62000 565.50| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0281 808-75073 7.000 EACH| 185.14000 1295.98| 150.38000 1052.66| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0282 808-75510 65.000 m | 22.22000 1444.30| 22.62000 1470.30| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0283 808-75996 6.000 EACH| 54.45000 326.70| 15.45000 92.70| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0284 808-75998 6.000 EACH| 185.14000 1110.84| 128.75000 772.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0285 808-91662 105.000 m | 11.11000 1166.55| 12.21000 1282.05| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | SECTION TOTALS | $ 11,070,363.41| $ 11,944,003.05| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,070,363.41| $ 11,944,003.05| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 904 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,453.48 ROUTE : 231 CALL ORDER : 904 CONTRACT ID : R -24733-C COUNTIES : MARTIN LETTING DATE : 04/11/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9951020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 562,712.00 100.0000% 2 35-1616373 OXLEY, SAM & COMPANY $ 663,161.88 117.8510% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1616373 | |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, DOWNTOWN LOOGOOTEE | | | 0001 105-06790 10.000 MOS | 500.00000 5000.00| 1455.61000 14556.10| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 16000.00000 16000.00| 20487.12000 20487.12| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 33100.00000 33100.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02250 2.000 EACH| 250.00000 500.00| 925.33000 1850.66| TREE, 250 mm, REMOVE | | | 0005 202-02255 5.000 EACH| 565.00000 2825.00| 1527.46000 7637.30| TREE, 460 mm, REMOVE | | | 0006 202-02260 6.000 EACH| 845.00000 5070.00| 1912.18000 11473.08| TREE, 760 mm, REMOVE | | | 0007 202-02265 3.000 EACH| 3115.00000 9345.00| 2112.07000 6336.21| TREE, 1220 mm, REMOVE | | | 0008 202-03875 3.000 EACH| 410.00000 1230.00| 110.00000 330.00| CONCRETE STEPS, REMOVE | | | 0009 202-52710 418.000 m2 | 14.00000 5852.00| 5.50000 2299.00| SIDEWALK, CONCRETE, REMOVE | | | 0010 202-94425 67.000 m2 | 19.00000 1273.00| 6.00000 402.00| APRON, REMOVE | | | 0011 202-96035 19.000 m | 38.00000 722.00| 125.00000 2375.00| CONCRETE WALL, REMOVE | | | 0012 203-02000 92.000 m3 | 21.00000 1932.00| 37.00000 3404.00| EXCAVATION, COMMON | | | 0013 211-02050 421.000 m3 | 22.00000 9262.00| 33.30000 14019.30| B BORROW | | | 0014 303-52308 272.000 Mg | 16.40000 4460.80| 42.36000 11521.92| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 303-98541 308.000 Mg | 16.40000 5051.20| 39.70000 12227.60| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 904 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,453.48 ROUTE : 231 CALL ORDER : 904 CONTRACT ID : R -24733-C COUNTIES : MARTIN LETTING DATE : 04/11/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1616373 | |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-05468 232.000 Mg | 75.00000 17400.00| 71.23000 16525.36| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05477 23.200 Mg | 128.00000 2969.60| 181.75000 4216.60| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 604-06069 0.420 m2 | 165.00000 69.30| 793.58000 333.30| CURB RAMP, CONCRETE | | | 0019 604-91531 1183.000 m2 | 42.00000 49686.00| 48.00000 56784.00| SIDEWALK, CONCRETE, 100 mm | | | 0020 605-05523 9.000 m | 20.00000 180.00| 37.80000 340.20| CURB, HMA | | | 0021 605-06140 701.000 m | 59.00000 41359.00| 59.04000 41387.04| CURB AND GUTTER, CONCRETE | | | 0022 607-06360 11.000 m | 210.00000 2310.00| 200.00000 2200.00| PAVED SIDE DITCH, F | | | 0023 611-03319 924.000 m2 | 56.00000 51744.00| 70.00000 64680.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRANGTH, 150 mm | | | 0024 615-97797 1.000 EACH| 3320.00000 3320.00| 5145.63000 5145.63| PLAQUE, BRONZE | | | 0025 616-90199 13.000 m2 | 46.00000 598.00| 59.40000 772.20| RIPRAP, HAND LAID, 450 mm | | | 0026 621-06560 326.000 m2 | 2.75000 896.50| 2.10000 684.60| MULCHED SEEDING, U | | | 0027 621-06570 34.000 m3 | 27.00000 918.00| 87.50000 2975.00| TOP SOIL | | | 0028 621-06574 270.000 m2 | 7.50000 2025.00| 7.12000 1922.40| SODDING | | | 0029 715-05149 309.000 m | 108.00000 33372.00| 60.98000 18842.82| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0030 715-05151 70.000 m | 115.00000 8050.00| 76.15000 5330.50| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0031 715-05152 98.000 m | 129.00000 12642.00| 83.51000 8183.98| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0032 715-05154 17.000 m | 158.00000 2686.00| 201.04000 3417.68| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0033 715-92821 2.000 EACH| 740.00000 1480.00| 550.00000 1100.00| RECONNECT PIPE TO INLET | | | 0034 715-95092 3.700 m | 178.00000 658.60| 600.92000 2223.40| SLOTTED DRAIN, 300 mm , PIPE, TYPE 1 | | | 0035 720-45045 13.000 EACH| 1310.00000 17030.00| 1391.58000 18090.54| INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 904 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,453.48 ROUTE : 231 CALL ORDER : 904 CONTRACT ID : R -24733-C COUNTIES : MARTIN LETTING DATE : 04/11/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1616373 | |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 720-45075 4.000 EACH| 1480.00000 5920.00| 2216.00000 8864.00| INLET, R13 | | | 0037 720-45080 2.000 EACH| 1620.00000 3240.00| 3450.00000 6900.00| INLET, S14 | | | 0038 720-45400 9.000 EACH| 1560.00000 14040.00| 1530.00000 13770.00| MANHOLE, A4 | | | 0039 801-06640 40.000 EACH| 135.00000 5400.00| 112.00000 4480.00| CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 19000.00000 19000.00| 27943.00000 27943.00| MAINTAINING TRAFFIC | | | 0041 802-04314 1.000 EACH| 4755.00000 4755.00| 4334.34000 4334.34| SIGN , GROUND MOUNTED | | | 0042 807-03968 850.000 m | 35.00000 29750.00| 17.00000 14450.00| CONDUIT, PVC, 25 mm, SCHEDULE 80, FOR | | | ELECTRIC | | | 0043 807-04654 27.000 EACH| 4095.00000 110565.00| 5768.00000 155736.00| LIGHT POLE , DECORATIVE | | | 0044 807-06585 1.000 EACH| 24125.00000 24125.00| 29510.00000 29510.00| CLOCK , STREET | | | SECTION TOTALS | $ 562,712.00| $ 663,161.88| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 562,712.00| $ 663,161.88| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2372012 2372012 2372012 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 JOHNSON, S.E. COMPANIES $ 6,255,185.08 100.0000% 2 35-1374866 PRIMCO, INC. $ 6,337,832.12 101.3212% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 15.000 MOS | 1400.00000 21000.00| 1631.34000 24470.10| FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 15.000 MOS | 1000.00000 15000.00| 1400.00000 21000.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 75000.00000 75000.00| 63361.12000 63361.12| CONSTRUCTION ENGINEERING | | | 0004 108-01614 LUMP| 10000.00000 10000.00| 7150.00000 7150.00| PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 302000.00000 302000.00| 319741.53000 319741.53| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 62000.00000 62000.00| 63948.32000 63948.32| CLEARING RIGHT OF WAY | | | 0007 202-02240 2838.000 m2 | 5.75000 16318.50| 7.00000 19866.00| PAVEMENT, REMOVE | | | 0008 202-02241 559.000 m | 8.90000 4975.10| 9.50000 5310.50| GUARDRAIL, REMOVE | | | 0009 202-02272 314.000 m | 9.50000 2983.00| 15.00000 4710.00| PAVED SIDE DITCH, REMOVE | | | 0010 202-02278 375.000 m | 8.00000 3000.00| 15.00000 5625.00| CURB, CONCRETE, REMOVE | | | 0011 202-51328 LUMP| 297000.00000 297000.00| 739956.85000 739956.85| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-60821 6679.000 m2 | 3.30000 22040.70| 3.22000 21506.38| SURFACE MILLING, BITUMINOUS | | | 0013 202-60822 611.000 m2 | 3.75000 2291.25| 5.97000 3647.67| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-74040 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0015 202-74045 48.000 EACH| 40.00000 1920.00| 40.00000 1920.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0016 202-74050 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| SIGN, OVERHEAD, REMOVE | | | 0017 202-74055 1.000 EACH| 4900.00000 4900.00| 4900.00000 4900.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0018 202-74055 1.000 EACH| 14850.00000 14850.00| 14850.00000 14850.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE AND RELOCATE EXISTING BOX TRUSS | | | 0019 202-78515 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0020 202-93974 1.000 EACH| 3700.00000 3700.00| 3700.00000 3700.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE AND RELOCATE | | | 0021 202-95027 2.000 EACH| 5.00000 10.00| 150.00000 300.00| IMPACT ATTENUATOR, REMOVE | | | 0022 202-96151 LUMP| 800.00000 800.00| 800.00000 800.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0023 203-02000 8266.000 m3 | 25.00000 206650.00| 11.00000 90926.00| EXCAVATION, COMMON | | | 0024 203-02045 8767.000 m3 | 10.00000 87670.00| 10.00000 87670.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0025 203-02070 5859.000 m3 | 8.50000 49801.50| 10.00000 58590.00| BORROW | | | 0026 205-02224 1945.000 m | 5.25000 10211.25| 5.25000 10211.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0027 205-02229 84.800 m | 8.20000 695.36| 8.20000 695.36| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0028 205-02234 19.000 EACH| 45.00000 855.00| 45.00000 855.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0029 205-02236 14.000 EACH| 50.00000 700.00| 50.00000 700.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0030 205-02237 40.000 EACH| 35.00000 1400.00| 35.00000 1400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 206-51225 997.000 m3 | 9.00000 8973.00| 32.32000 32223.04| EXCAVATION, DRY | | | 0032 211-02060 1005.900 m3 | 25.00000 25147.50| 23.00000 23135.70| B BORROW FOR STRUCTURE BACKFILL | | | 0033 211-06467 135.900 m3 | 57.00000 7746.30| 47.98000 6520.48| AGGREGATE FOR END BENT BACKFILL | | | 0034 303-52308 2339.200 Mg | 21.00000 49123.20| 18.74000 43836.61| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0035 303-60012 1.000 Mg | 175.00000 175.00| 40.00000 40.00| AGGREGATE, 2 | | | 0036 304-04403 243.100 m3 | 92.00000 22365.20| 50.00000 12155.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0037 305-05206 13360.600 Mg | 38.00000 507702.80| 34.39000 459471.03| WIDENING WITH HMA | | | 0038 401-05437 1701.700 Mg | 32.25000 54879.83| 35.88000 61057.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0039 401-05455 4891.100 Mg | 35.00000 171188.50| 32.23000 157640.15| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0040 401-05456 3480.300 Mg | 45.50000 158353.65| 39.10000 136079.73| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0041 401-05467 1729.000 m | 2.60000 4495.40| 2.49000 4305.21| MILLED HMA CORRUGATIONS | | | 0042 401-06264 LUMP| 5000.00000 5000.00| 9700.00000 9700.00| PROFILOGRAPH, HMA | | | 0043 402-05470 848.100 Mg | 31.00000 26291.10| 28.76000 24391.36| HMA BASE C25.0 mm, MAINLINE | | | 0044 402-05481 1034.900 Mg | 35.00000 36221.50| 30.86000 31937.01| HMA BASE 25.0 mm, SHOULDER | | | 0045 402-05490 328.000 Mg | 43.00000 14104.00| 38.10000 12496.80| HMA SURFACE 9.5 mm, SHOULDER | | | 0046 402-05495 1834.800 Mg | 34.00000 62383.20| 33.32000 61135.54| HMA WEDGE AND LEVEL | | | 0047 405-05517 5.200 Mg | 430.00000 2236.00| 542.69000 2821.99| ASPHALT FOR PRIME COAT | | | 0048 406-05520 52.070 Mg | 185.00000 9632.95| 165.34000 8609.25| ASPHALT FOR TACK COAT | | | 0049 407-04348 21.000 m2 | 21.00000 441.00| 25.34000 532.14| SEAL COAT, 2 | | | 0050 501-02578 7.500 m | 100.00000 750.00| 166.40000 1248.00| EXPANSION JOINT WITH LOAD TRANSFER, 25 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 502-06457 423.300 m2 | 62.00000 26244.60| 44.74000 18938.44| PCCP, 225 mm | | | 0052 503-03489 154.000 EACH| 15.00000 2310.00| 6.40000 985.60| RETROFITTED TIE BARS | | | 0053 503-05240 89.000 m | 100.00000 8900.00| 27.50000 2447.50| D-1 CONTRACTION JOINT | | | 0054 506-06333 700.000 m2 | 150.00000 105000.00| 120.00000 84000.00| PCCP PATCHING, FULL DEPTH | | | 0055 601-01522 2.000 EACH| 1300.00000 2600.00| 1125.00000 2250.00| GUARDRAIL TRANSITION TYPE TGB | | | 0056 601-04746 6.000 EACH| 6025.00000 36150.00| 4200.00000 25200.00| ENERGY ABSORBING TERMINAL, CZ | | | 0057 601-05999 4.000 EACH| 40.00000 160.00| 35.00000 140.00| CURVED TERMINAL END | | | 0058 601-06228 1.000 EACH| 55750.00000 55750.00| 58540.00000 58540.00| IMPACT ATTENUATOR, CR, W1, TL-3, 110 | | | km/h | | | 0059 601-06233 2.000 EACH| 6550.00000 13100.00| 6800.00000 13600.00| IMPACT ATTENUATOR, ED, W1, TL-3, 110 | | | km/h | | | 0060 601-06242 1.000 EACH| 15700.00000 15700.00| 15600.00000 15600.00| IMPACT ATTENUATOR, R2, W1, TL-2, 70 km/h| | | 0061 601-06416 2.000 EACH| 610.00000 1220.00| 800.00000 1600.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, 110 km/h | | | 0062 601-06424 1.000 EACH| 6600.00000 6600.00| 6000.00000 6000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, 70 km/h | | | 0063 601-94689 3.000 EACH| 3325.00000 9975.00| 3125.00000 9375.00| GUARDRAIL END TREATMENT, OS | | | 0064 601-99105 236.220 m | 34.00000 8031.48| 32.00000 7559.04| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0065 601-99106 15.240 m | 59.00000 899.16| 64.00000 975.36| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0066 601-99123 2.000 EACH| 2100.00000 4200.00| 1925.00000 3850.00| GUARDRAIL TRANSITION, GP | | | 0067 602-06032 668.570 m | 130.00000 86914.10| 110.00000 73542.70| BARRIER, MEDIAN, CONCRETE | | | 0068 602-06639 982.000 m | 55.00000 54010.00| 102.70000 100851.40| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0069 602-06646 120.000 m | 45.00000 5400.00| 99.07000 11888.40| TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 602-06729 182.000 EACH| 7.70000 1401.40| 10.00000 1820.00| BARRIER DELINEATOR | | | 0071 604-06069 23.400 m2 | 70.00000 1638.00| 53.25000 1246.05| CURB RAMP, CONCRETE | | | 0072 604-06070 125.000 m2 | 32.00000 4000.00| 35.75000 4468.75| SIDEWALK, CONCRETE | | | 0073 605-06090 128.000 m | 25.00000 3200.00| 30.00000 3840.00| CURB, INTEGRAL, CONCRETE | | | 0074 605-06120 54.000 m | 60.00000 3240.00| 42.00000 2268.00| CURB, CONCRETE | | | 0075 605-06235 253.000 m | 77.00000 19481.00| 90.00000 22770.00| CENTER CURB, D, CONCRETE, MODIFIED | | | 0076 605-92887 1656.000 m | 33.00000 54648.00| 38.00000 62928.00| CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | 0077 607-06335 79.100 m | 91.00000 7198.10| 75.00000 5932.50| PAVED SIDE DITCH, A | | | 0078 610-05527 1089.400 Mg | 38.00000 41397.20| 48.37000 52694.28| HMA FOR APPROACHES | | | 0079 610-06259 785.100 m2 | 59.00000 46320.90| 71.80000 56370.18| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0080 611-05330 1183.100 m2 | 30.00000 35493.00| 38.00000 44957.80| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0081 611-06497 10.000 EACH| 160.00000 1600.00| 125.00000 1250.00| MAILBOX ASSEMBLY, SINGLE | | | 0082 611-06498 1.000 EACH| 200.00000 200.00| 175.00000 175.00| MAILBOX ASSEMBLY, DOUBLE | | | 0083 616-02320 999.500 m2 | 2.50000 2498.75| 2.00000 1999.00| GEOTEXTILES | | | 0084 616-06405 156.200 Mg | 35.00000 5467.00| 18.00000 2811.60| RIPRAP, REVETMENT | | | 0085 616-06451 408.000 Mg | 20.00000 8160.00| 18.00000 7344.00| RIPRAP, UNIFORM | | | 0086 616-06455 1190.000 m2 | 23.00000 27370.00| 26.12000 31082.80| SLOPEWALL | | | 0087 621-01004 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0088 621-01882 65.000 kg | 14.60000 949.00| 14.60000 949.00| SEED MIXTURE, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 621-06545 2.100 Mg | 555.00000 1165.50| 555.00000 1165.50| FERTILIZER | | | 0090 621-06554 362.000 kg | 8.35000 3022.70| 8.35000 3022.70| SEED MIXTURE, U | | | 0091 621-06565 13.100 Mg | 425.00000 5567.50| 425.00000 5567.50| MULCHING MATERIAL | | | 0092 621-06567 237.000 kL | 0.60000 142.20| 0.60000 142.20| WATER | | | 0093 621-06575 13062.000 m2 | 2.85000 37226.70| 2.85000 37226.70| SODDING, NURSERY | | | 0094 701-96089 489.000 m | 95.00000 46455.00| 95.00000 46455.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0095 702-51005 340.400 m3 | 883.00000 300573.20| 450.00000 153180.00| CONCRETE, A, SUBSTRUCTURE | | | 0096 702-51015 222.000 m3 | 240.00000 53280.00| 300.00000 66600.00| CONCRETE, B, FOOTINGS | | | 0097 703-51030 10609.000 kg | 1.20000 12730.80| 1.16000 12306.44| REINFORCING STEEL | | | 0098 703-51032 160245.000 kg | 1.40000 224343.00| 1.28000 205113.60| REINFORCING STEEL, EPOXY COATED | | | 0099 703-90512 32.000 EACH| 64.00000 2048.00| 65.63000 2100.16| THREADED BAR SPLICE | | | 0100 703-90976 68.000 kg | 2.00000 136.00| 1.16000 78.88| REINFORCING STEEL, GRADE 60 | | | 0101 703-97703 1234.000 EACH| 12.00000 14808.00| 12.63000 15585.42| THREADED BAR SPLICE, EPOXY COATED | | | 0102 704-51002 925.100 m3 | 500.00000 462550.00| 550.00000 508805.00| CONCRETE, C, SUPERSTRUCTURE | | | 0103 706-05732 4.000 EACH| 1300.00000 5200.00| 1285.69000 5142.76| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0104 706-51020 82.900 m3 | 445.00000 36890.50| 500.00000 41450.00| CONCRETE, C, RAILING | | | 0105 707-05984 1798.000 m | 255.00000 458490.00| 247.50000 445005.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0106 709-51821 LUMP| 15000.00000 15000.00| 12438.36000 12438.36| SURFACE SEAL | | | 0107 713-03048 2.000 EACH| 30000.00000 60000.00| 61000.00000 122000.00| TEMPORARY RUNAROUND , I-69 | | | 0108 713-03048 1.000 EACH| 21000.00000 21000.00| 57000.00000 57000.00| TEMPORARY RUNAROUND , TR 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 714-02802 36.510 m2 | 375.00000 13691.25| 527.00000 19240.77| RETAINING WALL, PRECAST CONCRETE UNITS | | | 0110 715-01459 63.500 m | 155.00000 9842.50| 73.00000 4635.50| PIPE, REINFORCED CONCRETE, III, 300 mm | | | 0111 715-04612 9.500 m | 192.00000 1824.00| 180.00000 1710.00| PIPE FBCCS, 2.77mm THICKNESS, 600mm | | | 0112 715-05028 237.700 m | 109.00000 25909.30| 55.00000 13073.50| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0113 715-05032 180.500 m | 119.00000 21479.50| 62.00000 11191.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0114 715-05048 3679.000 m | 10.00000 36790.00| 9.00000 33111.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0115 715-05053 204.000 m | 30.00000 6120.00| 26.00000 5304.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0116 715-05121 31.000 m | 129.00000 3999.00| 83.00000 2573.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0117 715-05169 85.000 m | 125.00000 10625.00| 75.00000 6375.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0118 715-05171 17.500 m | 120.00000 2100.00| 81.00000 1417.50| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0119 715-05363 17.000 m | 157.00000 2669.00| 100.00000 1700.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0120 715-05407 111.000 m | 11.00000 1221.00| 48.86000 5423.46| PIPE, END BENT DRAIN, 150 mm | | | 0121 715-41050 34.500 m | 215.00000 7417.50| 74.00000 2553.00| PIPE, REINFORCED CONCRETE, III, 375 mm | | | 0122 715-46000 8.000 EACH| 170.00000 1360.00| 180.00000 1440.00| PIPE END SECTION, 300 mm | | | 0123 715-46005 21.000 EACH| 184.00000 3864.00| 193.00000 4053.00| PIPE END SECTION, 375 mm | | | 0124 715-46010 4.000 EACH| 209.00000 836.00| 205.00000 820.00| PIPE END SECTION, 450 mm | | | 0125 715-46055 2.000 EACH| 310.00000 620.00| 228.00000 456.00| PIPE END SECTION, MIN. AREA .17 m2 | | | 0126 715-92459 2.000 EACH| 200.00000 400.00| 100.00000 200.00| PIPE END SECTION, REINSTALL | | | 0127 715-92537 3.200 m | 118.00000 377.60| 40.00000 128.00| PIPE, PVC, 200 mm | | | 0128 718-06531 27.000 EACH| 500.00000 13500.00| 525.00000 14175.00| OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 718-06532 1000.000 m | 10.00000 10000.00| 3.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0130 718-52610 936.800 m3 | 40.00000 37472.00| 36.00000 33724.80| AGGREGATE FOR UNDERDRAINS | | | 0131 720-04682 4.000 EACH| 1100.00000 4400.00| 800.00000 3200.00| INLET RESET | | | 0132 720-44000 2.000 EACH| 400.00000 800.00| 300.00000 600.00| CASTING, ADJUST TO GRADE | | | 0133 720-45035 1.000 EACH| 1550.00000 1550.00| 1400.00000 1400.00| INLET, F7 | | | 0134 720-45041 3.000 EACH| 3600.00000 10800.00| 2400.00000 7200.00| INLET, H5 | | | 0135 720-45045 2.000 EACH| 1800.00000 3600.00| 1600.00000 3200.00| INLET, J10 | | | 0136 720-45070 1.000 EACH| 2650.00000 2650.00| 2000.00000 2000.00| INLET, P12A | | | 0137 720-45115 2.000 EACH| 1700.00000 3400.00| 1500.00000 3000.00| INLET, A8, MODIFIED | | | 0138 720-45135 1.000 EACH| 1600.00000 1600.00| 1400.00000 1400.00| INLET, F7, MODIFIED | | | 0139 720-45141 2.000 EACH| 4000.00000 8000.00| 2800.00000 5600.00| INLET, H5, MODIFIED | | | 0140 720-45145 2.000 EACH| 1800.00000 3600.00| 1600.00000 3200.00| INLET, J10, MODIFIED | | | 0141 720-45155 3.000 EACH| 1850.00000 5550.00| 1700.00000 5100.00| INLET, M10, MODIFIED | | | 0142 801-01093 8.000 EACH| 3250.00000 26000.00| 2500.00000 20000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0143 801-03290 8.000 EACH| 355.00000 2840.00| 355.00000 2840.00| CONSTRUCTION SIGN, C | | | 0144 801-04308 11.000 EACH| 540.00000 5940.00| 540.00000 5940.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0145 801-06201 99.470 m2 | 170.00000 16909.90| 170.00000 16909.90| TEMPORARY PANEL SIGNS | | | 0146 801-06202 110.070 m | 61.00000 6714.27| 61.00000 6714.27| TEMPORARY PANEL SIGN SUPPORTS | | | 0147 801-06207 33650.000 m | 3.80000 127870.00| 3.80000 127870.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0148 801-06211 28.000 EACH| 85.00000 2380.00| 85.00000 2380.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 801-06605 32.000 EACH| 230.00000 7360.00| 230.00000 7360.00| BARRICADE, IIIA | | | 0150 801-06625 95.000 EACH| 168.00000 15960.00| 168.00000 15960.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0151 801-06640 125.000 EACH| 225.00000 28125.00| 225.00000 28125.00| CONSTRUCTION SIGN, A | | | 0152 801-06645 14.000 EACH| 100.00000 1400.00| 100.00000 1400.00| CONSTRUCTION SIGN, B | | | 0153 801-06710 750.000 DAY | 20.00000 15000.00| 12.00000 9000.00| FLASHING ARROW SIGN | | | 0154 801-06775 LUMP| 315000.00000 315000.00| 190379.00000 190379.00| MAINTAINING TRAFFIC | | | 0155 801-09133 4.000 EACH| 12500.00000 50000.00| 6932.00000 27728.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0156 801-53072 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| TEMPORARY TRAFFIC SIGNAL | | | 0157 802-02293 66.190 m3 | 500.00000 33095.00| 500.00000 33095.00| CONCRETE, SIGN FOUNDATION | | | 0158 802-05701 195.600 m | 25.00000 4890.00| 25.00000 4890.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0159 802-05702 69.650 m | 31.00000 2159.15| 31.00000 2159.15| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0160 802-76015 65.140 m2 | 165.00000 10748.10| 165.00000 10748.10| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0161 802-76025 20.430 m2 | 120.00000 2451.60| 120.00000 2451.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0162 802-76035 64.780 m2 | 130.00000 8421.40| 130.00000 8421.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0163 802-76045 1.280 m2 | 140.00000 179.20| 140.00000 179.20| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0164 802-76055 5.190 m | 17.50000 90.83| 17.50000 90.83| SIGN POST, A | | | 0165 802-76095 551.610 kg | 3.90000 2151.28| 3.90000 2151.28| STRUCTURAL STEEL, BREAKAWAY | | | 0166 803-02310 2337.690 kg | 1.90000 4441.61| 1.90000 4441.61| REINFORCING STEEL, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 803-76100 1.000 EACH| 9400.00000 9400.00| 9400.00000 9400.00| SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | | 0168 803-76110 1.000 EACH| 53295.00000 53295.00| 53295.00000 53295.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0169 803-76170 29.500 m | 545.00000 16077.50| 545.00000 16077.50| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0170 803-76175 4.200 m | 575.00000 2415.00| 575.00000 2415.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0171 803-91441 4.000 EACH| 325.00000 1300.00| 325.00000 1300.00| SIGN STRUCTURE ANCHOR BOLT | | | 0172 804-06771 153.000 EACH| 22.50000 3442.50| 19.00000 2907.00| DELINEATOR POST, FLEXIBLE | | | 0173 805-01815 8.000 EACH| 1400.00000 11200.00| 1400.00000 11200.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0174 805-01836 2229.200 m | 2.00000 4458.40| 2.00000 4458.40| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0175 805-01842 21.000 EACH| 575.00000 12075.00| 575.00000 12075.00| HANDHOLE, SIGNAL | | | 0176 805-02350 LUMP| 69182.00000 69182.00| 69182.00000 69182.00| VIDEO VEHICLE DETECTOR SYSTEM | | | 0177 805-02438 4.000 EACH| 520.00000 2080.00| 520.00000 2080.00| COMMUNICATION TELEMETRY INTERCONNECT | | | INTERFACE PANEL | | | 0178 805-02503 1176.200 m | 0.70000 823.34| 0.70000 823.34| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0179 805-02658 896.100 m | 1.93000 1729.47| 1.93000 1729.47| CABLE, COAXIAL | | | 0180 805-04511 1978.800 m | 2.50000 4947.00| 2.50000 4947.00| CABLE, INTERCONNECT, COMPUTER, 24C/19 | | | 0181 805-06592 1167.300 m | 27.00000 31517.10| 27.00000 31517.10| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0182 805-06595 324.500 m | 22.00000 7139.00| 22.00000 7139.00| CONDUIT, PVC, 50 mm | | | 0183 805-78069 1.000 EACH| 6700.00000 6700.00| 6700.00000 6700.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0184 805-78109 3.000 EACH| 7100.00000 21300.00| 7100.00000 21300.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 805-78205 20.000 EACH| 372.00000 7440.00| 372.00000 7440.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0186 805-78215 13.000 EACH| 380.00000 4940.00| 380.00000 4940.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0187 805-78230 3.000 EACH| 585.00000 1755.00| 585.00000 1755.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0188 805-78415 9.000 EACH| 1600.00000 14400.00| 1600.00000 14400.00| SPAN, CATENARY, AND TETHER | | | 0189 805-78420 9.000 EACH| 225.00000 2025.00| 225.00000 2025.00| DISCONNECT HANGER | | | 0190 805-78445 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| SIGNAL SERVICE | | | 0191 805-78467 55.900 m | 10.75000 600.93| 10.75000 600.93| SIGNAL CABLE, 3C 8GA. | | | 0192 805-78480 1054.500 m | 2.50000 2636.25| 2.50000 2636.25| SIGNAL CABLE, 3C 14GA. | | | 0193 805-78485 900.200 m | 2.80000 2520.56| 2.80000 2520.56| SIGNAL CABLE, 5C 14GA. | | | 0194 805-78490 1106.700 m | 3.20000 3541.44| 3.20000 3541.44| SIGNAL CABLE, 7C 14GA. | | | 0195 805-78785 9.000 EACH| 475.00000 4275.00| 475.00000 4275.00| SIGNAL DETECTOR HOUSING | | | 0196 805-78795 407.400 m | 26.00000 10592.40| 26.00000 10592.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0197 805-78925 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0198 805-81060 8.000 EACH| 2900.00000 23200.00| 2900.00000 23200.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0199 805-86820 14.000 EACH| 675.00000 9450.00| 675.00000 9450.00| CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0200 805-86889 400.000 m | 0.50000 200.00| 0.50000 200.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0201 805-86920 12.000 EACH| 14.00000 168.00| 14.00000 168.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0202 805-86925 12.000 EACH| 18.00000 216.00| 18.00000 216.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 805-86930 17.000 EACH| 12.00000 204.00| 12.00000 204.00| INSULATING LINK, NOT WATERPROOFED | | | 0204 805-86935 16.000 EACH| 18.00000 288.00| 18.00000 288.00| INSULATING LINK, WATERPROOFED | | | 0205 805-86955 4.000 EACH| 50.00000 200.00| 50.00000 200.00| CABLE DUCT MARKER | | | 0206 805-92504 9.000 EACH| 210.00000 1890.00| 210.00000 1890.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0207 805-95888 193.000 m | 1.60000 308.80| 1.60000 308.80| WIRE, NO. 8 COPPER, 1C | | | 0208 805-98335 1060.000 m | 13.00000 13780.00| 13.00000 13780.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0209 807-02603 9.000 EACH| 650.00000 5850.00| 650.00000 5850.00| LIGHT STANDARD, RELOCATE | | | 0210 807-04781 5.000 EACH| 825.00000 4125.00| 825.00000 4125.00| LUMINAIRE MAST ARM, 9.1 m | | | 0211 807-78590 1.000 EACH| 600.00000 600.00| 600.00000 600.00| HANDHOLE | | | 0212 807-82005 1.000 EACH| 900.00000 900.00| 900.00000 900.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0213 807-82006 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 7 | | | LUMINAIRES | | | 0214 807-82016 1.000 EACH| 700.00000 700.00| 700.00000 700.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0215 807-82054 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0216 807-86790 15.000 EACH| 390.00000 5850.00| 390.00000 5850.00| LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0217 807-86910 18.000 EACH| 25.00000 450.00| 25.00000 450.00| CONNECTOR KIT, UNFUSED | | | 0218 807-86915 26.000 EACH| 25.00000 650.00| 25.00000 650.00| CONNECTOR KIT, FUSED | | | 0219 807-86950 13.000 EACH| 20.00000 260.00| 20.00000 260.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 807-87605 8.000 EACH| 225.00000 1800.00| 225.00000 1800.00| LUMINAIRE UNDERPASS, INSTALL | | | 0221 808-01508 52.000 m | 5.58000 290.16| 5.58000 290.16| LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0222 808-06701 1626.000 m | 0.70000 1138.20| 0.70000 1138.20| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0223 808-06703 4581.000 m | 0.70000 3206.70| 0.70000 3206.70| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0224 808-06705 1090.000 m | 1.37000 1493.30| 1.37000 1493.30| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0225 808-06716 1818.000 m | 2.45000 4454.10| 2.45000 4454.10| LINE, REMOVE | | | 0226 808-75051 272.000 m | 3.99000 1085.28| 3.99000 1085.28| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0227 808-75054 192.000 m | 3.99000 766.08| 3.99000 766.08| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0228 808-75059 147.000 m | 3.99000 586.53| 3.99000 586.53| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0229 808-75071 2.000 EACH| 145.50000 291.00| 145.50000 291.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0230 808-75073 2.000 EACH| 157.00000 314.00| 157.00000 314.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0231 808-75245 5059.000 m | 0.70000 3541.30| 0.70000 3541.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0232 808-75260 194.000 m | 3.76000 729.44| 3.76000 729.44| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0233 808-75278 42.000 m | 3.76000 157.92| 3.76000 157.92| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0234 808-75297 186.000 m | 14.60000 2715.60| 14.60000 2715.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 908 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,194,498.66 ROUTE : SR 3 CALL ORDER : 908 CONTRACT ID : R -24737-B COUNTIES : ALLEN LETTING DATE : 04/11/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1374866 | |JOHNSON, S.E. COMPANIES |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 808-75320 42.000 EACH| 64.30000 2700.60| 64.30000 2700.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0236 808-75325 38.000 EACH| 101.00000 3838.00| 101.00000 3838.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0237 808-75996 385.000 EACH| 4.00000 1540.00| 7.10000 2733.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0238 808-75998 555.000 EACH| 22.90000 12709.50| 22.90000 12709.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0239 808-98796 73.000 m | 4.07000 297.11| 4.07000 297.11| LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 6,255,185.08| $ 6,337,832.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,255,185.08| $ 6,337,832.12| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 912 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 715,205.10 ROUTE : 40 CALL ORDER : 912 CONTRACT ID : R -24785-B COUNTIES : WAYNE LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4089014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 718,783.00 100.0000% ==================================================================================================================================== |(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 PAVEMENT REPAIR OR REHABILITATION | | | 0001 105-01925 6.000 MOS | 1900.00000 11400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34750.00000 34750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 104500.000 m2 | 0.80000 83600.00| | SURFACE MILLING, ASPHALT | | | 0005 401-05457 10000.000 Mg | 49.75000 497500.00| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0006 402-05495 50.000 Mg | 79.50000 3975.00| | HMA WEDGE AND LEVEL | | | 0007 406-05520 30.000 Mg | 230.00000 6900.00| | ASPHALT FOR TACK COAT | | | 0008 801-06049 400.000 m | 1.25000 500.00| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0009 801-06640 54.000 EACH| 55.00000 2970.00| | CONSTRUCTION SIGN, A | | | 0010 801-06643 400.000 m | 4.95000 1980.00| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0011 801-06644 1200.000 m | 4.95000 5940.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0012 801-06647 1200.000 m | 1.35000 1620.00| | TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0013 801-06710 100.000 DAY | 18.00000 1800.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 912 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 715,205.10 ROUTE : 40 CALL ORDER : 912 CONTRACT ID : R -24785-B COUNTIES : WAYNE LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 29900.00000 29900.00| | MAINTAINING TRAFFIC | | | 0015 805-02503 560.000 m | 1.80000 1008.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 280.000 m | 37.50000 10500.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 805-92951 5.000 EACH| 300.00000 1500.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0018 808-06701 1400.000 m | 0.95000 1330.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0019 808-06703 1500.000 m | 0.95000 1425.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0020 808-75240 400.000 m | 0.95000 380.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0021 808-75245 5600.000 m | 0.95000 5320.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0022 808-75297 600.000 m | 11.00000 6600.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0023 808-75300 220.000 m | 1.75000 385.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 718,783.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 718,783.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 916 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,708,412.67 ROUTE : 16 TH ST CALL ORDER : 916 CONTRACT ID : R -24986-B COUNTIES : MARION LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/10/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B967001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,650,317.10 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 2,653,346.63 100.1143% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1057871 | |HUNT PAVING COMPANY, INC. |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-01925 6.000 MOS | 1353.99000 8123.94| 1400.00000 8400.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 79275.00000 79275.00| 40000.00000 40000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 75000.00000 75000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 26000.00000 26000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0005 203-90014 48.000 STA | 551.62000 26477.76| 250.00000 12000.00| LINEAR GRADING | | | 0006 205-02224 740.000 LFT | 1.73000 1280.20| 2.00000 1480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02237 39.000 EACH| 31.50000 1228.50| 33.00000 1287.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0008 205-03662 LUMP| 205579.50000 205579.50| 188540.00000 188540.00| IRRIGATION, LANDSCAPE | | | 0009 210-06685 10.000 EACH| 5621.19000 56211.90| 5849.00000 58490.00| LANDMARK PYLON TOWER ARCHITECTURAL | | | FEATURES | | | 0010 210-06685 10.000 EACH| 4195.63000 41956.30| 7019.00000 70190.00| LANDMARK PYLON TOWER ELECTRICAL | | | 0011 210-06685 10.000 EACH| 9396.05000 93960.50| 9911.00000 99110.00| LANDMARK PYLON TOWER FOUNDATION | | | 0012 210-06685 10.000 EACH| 8305.50000 83055.00| 8306.00000 83060.00| LANDMARK PYLON TOWER FOUNDATION MASONRY | | | 0013 210-06685 10.000 EACH| 46802.57000 468025.70| 47000.00000 470000.00| LANDMARK PYLON TOWER STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 916 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,708,412.67 ROUTE : 16 TH ST CALL ORDER : 916 CONTRACT ID : R -24986-B COUNTIES : MARION LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1057871 | |HUNT PAVING COMPANY, INC. |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-06686 3.000 EACH| 2158.01000 6474.03| 2272.00000 6816.00| MEDIAN PYLON TOWER ARCHITECTURAL | | | FEATURES | | | 0015 210-06686 3.000 EACH| 4126.33000 12378.99| 6950.00000 20850.00| MEDIAN PYLON TOWER ELECTRICAL | | | 0016 210-06686 3.000 EACH| 7584.59000 22753.77| 8001.00000 24003.00| MEDIAN PYLON TOWER FOUNDATION | | | 0017 210-06686 3.000 EACH| 6930.00000 20790.00| 6930.00000 20790.00| MEDIAN PYLON TOWER FOUNDATION MASONRY | | | 0018 210-06686 3.000 EACH| 39844.85000 119534.55| 39800.00000 119400.00| MEDIAN PYLON TOWER STRUCTURE | | | 0019 211-02060 619.100 CYS | 12.10000 7491.11| 25.00000 15477.50| B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 1434.700 TON | 15.13000 21707.01| 15.50000 22237.85| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 305-05204 3.100 TON | 271.07000 840.32| 180.00000 558.00| HMA FOR PATCHING , SHOULDER | | | 0022 305-92470 72.200 SYS | 152.17000 10986.67| 65.00000 4693.00| PORTLAND CEMENT CONCRETE FOR PATCHING | | | 0023 406-05520 0.010 TON | 121.00000 1.21| 280.00000 2.80| ASPHALT FOR TACK COAT | | | 0024 605-06120 852.100 LFT | 7.57000 6450.40| 24.00000 20450.40| CURB, CONCRETE | | | 0025 605-06155 5519.200 LFT | 19.00000 104864.80| 31.25000 172475.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0026 605-06165 3570.800 LFT | 14.00000 49991.20| 20.25000 72308.70| CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0027 605-06270 366.200 SYS | 57.39000 21016.22| 58.00000 21239.60| CENTER CURB, C, CONCRETE, MODIFIED | | | 0028 605-06275 21.300 SYS | 57.39000 1222.41| 45.00000 958.50| CENTER CURB, D, CONCRETE, MODIFIED | | | 0029 605-94082 2.000 EACH| 1125.30000 2250.60| 800.00000 1600.00| CURB TURNOUT, CONCRETE | | | 0030 617-03658 12.000 EACH| 6446.36000 77356.32| 6500.00000 78000.00| BANNER POLE, 20 FT., 6 FT. MAST ARM | | | 0031 621-01004 3.000 EACH| 735.00000 2205.00| 915.00000 2745.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 5274.600 SYS | 0.68000 3586.73| 1.80000 9494.28| MULCHED SEEDING, R | | | 0033 621-06570 2592.100 CYS | 18.16000 47072.54| 17.00000 44065.70| TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 916 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,708,412.67 ROUTE : 16 TH ST CALL ORDER : 916 CONTRACT ID : R -24986-B COUNTIES : MARION LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1057871 | |HUNT PAVING COMPANY, INC. |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06575 39.000 SYS | 15.65000 610.35| 3.50000 136.50| SODDING, NURSERY | | | 0035 621-98038 805.400 CYS | 50.40000 40592.16| 58.00000 46713.20| MULCH, HARDWOOD SHREDDED BARK | | | 0036 622-01937 6335.000 EACH| 17.85000 113079.75| 23.00000 145705.00| PLANT ORNAMENTAL GRASSES | | | 0037 622-05627 27.000 EACH| 672.00000 18144.00| 242.00000 6534.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 96 IN. | | | 0038 622-05641 1259.000 EACH| 63.00000 79317.00| 48.00000 60432.00| PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0039 622-05646 49.000 EACH| 703.50000 34471.50| 274.00000 13426.00| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 96 TO 120 IN. | | | 0040 622-05647 10.000 EACH| 493.50000 4935.00| 323.00000 3230.00| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 120 IN. | | | 0041 622-05652 71.000 EACH| 624.75000 44357.25| 393.00000 27903.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 3.5 IN. | | | 0042 622-05654 11423.000 EACH| 11.71000 133763.33| 13.00000 148499.00| PLANT, PERENNIAL | | | 0043 622-05655 4376.000 EACH| 2.99000 13084.24| 2.00000 8752.00| PLANT, ROOT, TUBER, CORM, BULB | | | 0044 715-04612 920.000 LFT | 75.26000 69239.20| 90.00000 82800.00| PIPE , SLOTTED DRAIN, MODIFIED, 12 IN. | | | 0045 715-05149 1605.000 LFT | 26.16000 41986.80| 39.00000 62595.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0046 715-05151 760.000 LFT | 27.35000 20786.00| 42.00000 31920.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0047 715-05152 156.000 LFT | 34.29000 5349.24| 44.00000 6864.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0048 715-05154 63.000 LFT | 70.66000 4451.58| 47.00000 2961.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0049 715-46000 2.000 EACH| 368.32000 736.64| 300.00000 600.00| PIPE END SECTION, 12 IN. | | | 0050 715-46005 1.000 EACH| 380.42000 380.42| 400.00000 400.00| PIPE END SECTION, 15 IN. | | | 0051 715-46020 1.000 EACH| 428.82000 428.82| 600.00000 600.00| PIPE END SECTION, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 916 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,708,412.67 ROUTE : 16 TH ST CALL ORDER : 916 CONTRACT ID : R -24986-B COUNTIES : MARION LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1057871 | |HUNT PAVING COMPANY, INC. |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 720-04682 31.000 EACH| 1153.13000 35747.03| 1200.00000 37200.00| INLET M100, MODIFIED | | | 0053 720-45010 1.000 EACH| 1104.73000 1104.73| 1100.00000 1100.00| INLET, A3 | | | 0054 720-45045 5.000 EACH| 1213.03000 6065.15| 1200.00000 6000.00| INLET, J10 | | | 0055 720-45130 2.000 EACH| 914.76000 1829.52| 1000.00000 2000.00| INLET, E7, MODIFIED | | | 0056 720-45410 5.000 EACH| 1414.49000 7072.45| 1375.00000 6875.00| MANHOLE, C4 | | | 0057 801-06640 32.000 EACH| 68.25000 2184.00| 70.00000 2240.00| CONSTRUCTION SIGN, A | | | 0058 801-06710 600.000 DAY | 13.65000 8190.00| 15.00000 9000.00| FLASHING ARROW SIGN | | | 0059 801-06775 LUMP| 102000.00000 102000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0060 802-96915 LUMP| 1755.71000 1755.71| 2000.00000 2000.00| SIGN, RELOCATE | | | 0061 805-02618 4900.000 LFT | 1.72000 8428.00| 1.95000 9555.00| WIRE, NO. 2 COPPER, 3 1C | | | 0062 805-06595 1000.000 LFT | 7.31000 7310.00| 12.19000 12190.00| CONDUIT, PVC, 2 IN. , ELECTRICAL | | | 0063 805-86805 3.000 EACH| 672.33000 2016.99| 700.00000 2100.00| SERVICE POINT, I MODIFIED | | | 0064 805-95568 265.000 LFT | 12.20000 3233.00| 18.56000 4918.40| CONDUIT, PVC, 4 IN. | | | 0065 807-02191 3.000 EACH| 579.44000 1738.32| 602.00000 1806.00| HANDHOLE, LIGHTING | | | 0066 807-02194 4.000 EACH| 3592.22000 14368.88| 3797.00000 15188.00| SERVICE POINT, II, MODIFIED MOD | | | 0067 807-03901 4.000 EACH| 3439.77000 13759.08| 3482.00000 13928.00| LIGHT POLE, 25 FT. , E.M.H. 6 FT. MAST | | | ARM | | | 0068 807-04443 2400.000 LFT | 5.31000 12744.00| 8.13000 19512.00| CONDUIT PVC, 0.75 IN | | | 0069 807-04443 2370.000 LFT | 7.31000 17324.70| 10.36000 24553.20| CONDUIT PVC, 1.25 IN. | | | 0070 807-04651 1900.000 LFT | 0.42000 798.00| 0.94000 1786.00| WIRE NO. 12 BARE COPPER SOLID | | | 0071 807-04651 2900.000 LFT | 0.42000 1218.00| 0.94000 2726.00| WIRE NO. 12 THWN SOLID | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 916 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,708,412.67 ROUTE : 16 TH ST CALL ORDER : 916 CONTRACT ID : R -24986-B COUNTIES : MARION LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1057871 | |HUNT PAVING COMPANY, INC. |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 807-04651 3500.000 LFT | 0.72000 2520.00| 1.24000 4340.00| WIRE NO. 6 BARE COPPER STRANDED | | | 0073 807-04653 16.000 EACH| 499.08000 7985.28| 527.00000 8432.00| LIGHTING FOUNDATION CONCRETE WITH | | | GROUNDING | | | 0074 807-04866 8.000 EACH| 632.85000 5062.80| 638.00000 5104.00| LUMINAIRE ROADWAY, METAL HALIDE, 400 W | | | SECTION TOTALS | $ 2,650,317.10| $ 2,653,346.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,650,317.10| $ 2,653,346.63| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 920 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,194.59 ROUTE : SR 135 CALL ORDER : 920 CONTRACT ID : RS-24768-B COUNTIES : JACKSON LETTING DATE : 04/11/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,605,823.19 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,610,593.50 100.2970% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 1200.00000 9600.00| 1000.00000 8000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 75000.00000 75000.00| 62500.00000 62500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 3499.000 m2 | 3.50000 12246.50| 3.00000 10497.00| SURFACE MILLING, ASPHALT | | | 0004 303-52309 5854.000 Mg | 17.80000 104201.20| 17.00000 99518.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 210.000 Mg | 122.85000 25798.50| 100.00000 21000.00| HMA FOR PATCHING | | | 0006 401-05454 22991.000 Mg | 31.50000 724216.50| 33.00000 758703.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 10451.000 Mg | 37.20000 388777.20| 40.00000 418040.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 140.000 Mg | 70.00000 9800.00| 60.00000 8400.00| HMA WEDGE AND LEVEL | | | 0009 406-05520 123.000 Mg | 185.00000 22755.00| 180.00000 22140.00| ASPHALT FOR TACK COAT | | | 0010 610-05527 2321.000 Mg | 68.90000 159916.90| 60.00000 139260.00| HMA FOR APPROACHES | | | 0011 801-06203 4190.000 m | 0.60000 2514.00| 1.00000 4190.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0012 801-06207 2095.000 m | 2.10000 4399.50| 3.00000 6285.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0013 801-06640 46.000 EACH| 67.00000 3082.00| 70.00000 3220.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 50545.00000 50545.00| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 920 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,194.59 ROUTE : SR 135 CALL ORDER : 920 CONTRACT ID : RS-24768-B COUNTIES : JACKSON LETTING DATE : 04/11/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 12699.000 m | 0.14000 1777.86| 0.15000 1904.85| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0016 808-06713 41892.000 m | 0.14000 5864.88| 0.15000 6283.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 28821.000 m | 0.14000 4034.94| 0.15000 4323.15| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0018 808-75297 16.900 m | 12.90000 218.01| 15.00000 253.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0019 808-97323 134.400 m | 8.00000 1075.20| 8.00000 1075.20| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | SECTION TOTALS | $ 1,605,823.19| $ 1,610,593.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,605,823.19| $ 1,610,593.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 924 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,571.71 ROUTE : PROSPECT STREET CALL ORDER : 924 CONTRACT ID : B -24701-B COUNTIES : MARION LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B525006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 432,235.98 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 458,089.95 105.9814% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 | |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1400.00000 7000.00| 2200.00000 11000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 100.00000 100.00| 6200.00000 6200.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22800.00000 22800.00| 22900.00000 22900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 280.000 m2 | 12.00000 3360.00| 22.00000 6160.00| PAVEMENT, REMOVE | | | 0005 202-02241 17.000 m | 6.00000 102.00| 12.00000 204.00| GUARDRAIL, REMOVE | | | 0006 202-02278 91.000 m | 8.00000 728.00| 8.00000 728.00| CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 48157.00000 48157.00| 55000.00000 55000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 66.000 m2 | 8.00000 528.00| 14.00000 924.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 438.000 m2 | 3.00000 1314.00| 6.00000 2628.00| SURFACE MILLING, ASPHALT | | | 0010 202-62420 52.000 m | 0.01000 0.52| 20.00000 1040.00| BRIDGE RAILING, REMOVE | | | 0011 211-06467 68.000 m3 | 25.00000 1700.00| 40.00000 2720.00| AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 74.000 Mg | 30.00000 2220.00| 22.00000 1628.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 305-05207 0.300 Mg | 1300.00000 390.00| 1500.00000 450.00| CRACKS AND JOINTS IN HMA PAVEMENT, SEAL | | | 0014 601-01522 2.000 EACH| 1300.00000 2600.00| 1450.00000 2900.00| GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01846 1.000 EACH| 1943.00000 1943.00| 1800.00000 1800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 924 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,571.71 ROUTE : PROSPECT STREET CALL ORDER : 924 CONTRACT ID : B -24701-B COUNTIES : MARION LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 | |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-04150 7.000 m | 310.00000 2170.00| 390.00000 2730.00| GUARDRAIL, THRIE BEAM, 1.905 m SPACING ,| | | MODIFIED | | | 0017 601-06037 2.000 EACH| 720.00000 1440.00| 720.00000 1440.00| GUARDRAIL END TREATMENT, I | | | 0018 601-99105 34.000 m | 56.35000 1915.90| 40.00000 1360.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06729 13.000 EACH| 8.00000 104.00| 8.00000 104.00| BARRIER DELINEATOR | | | 0020 604-04785 1.000 EACH| 750.00000 750.00| 175.00000 175.00| RAMP CONCRETE | | | 0021 604-91531 54.000 m2 | 35.00000 1890.00| 30.00000 1620.00| SIDEWALK, CONCRETE, 100 mm | | | 0022 605-06090 12.000 m | 65.00000 780.00| 45.00000 540.00| CURB, INTEGRAL, CONCRETE | | | 0023 605-06095 2.000 m | 100.00000 200.00| 85.00000 170.00| CURB, INTEGRAL, B, CONCRETE | | | 0024 605-06120 50.000 m | 55.00000 2750.00| 45.00000 2250.00| CURB, CONCRETE | | | 0025 605-06121 28.000 m | 60.00000 1680.00| 45.00000 1260.00| CURB, CONCRETE, B | | | 0026 610-05527 88.000 Mg | 120.75000 10626.00| 105.00000 9240.00| HMA FOR APPROACHES | | | 0027 610-06257 206.000 m2 | 60.00000 12360.00| 55.00000 11330.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 616-02320 349.000 m2 | 1.75000 610.75| 3.00000 1047.00| GEOTEXTILES | | | 0029 621-01004 1.000 EACH| 403.00000 403.00| 350.00000 350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 100.000 m2 | 4.35000 435.00| 3.78000 378.00| MULCHED SEEDING, R | | | 0031 702-51005 47.800 m3 | 439.00000 20984.20| 450.00000 21510.00| CONCRETE, A, SUBSTRUCTURE | | | 0032 703-51030 2937.000 kg | 1.21000 3553.77| 1.25000 3671.25| REINFORCING STEEL | | | 0033 703-51032 21268.000 kg | 1.39000 29562.52| 1.50000 31902.00| REINFORCING STEEL, EPOXY COATED | | | 0034 703-97936 148.000 EACH| 8.31000 1229.88| 10.00000 1480.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 924 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,571.71 ROUTE : PROSPECT STREET CALL ORDER : 924 CONTRACT ID : B -24701-B COUNTIES : MARION LETTING DATE : 04/11/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 | |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 704-51002 98.500 m3 | 531.00000 52303.50| 500.00000 49250.00| CONCRETE, C, SUPERSTRUCTURE | | | 0036 706-05732 1.000 EACH| 1400.00000 1400.00| 800.00000 800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0037 706-05734 2.000 EACH| 1400.00000 2800.00| 800.00000 1600.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0038 706-51025 39.000 m | 112.36000 4382.04| 150.00000 5850.00| CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 3680.00000 3680.00| 2700.00000 2700.00| SURFACE SEAL | | | 0040 711-51038 LUMP| 170000.00000 170000.00| 177000.00000 177000.00| STRUCTURAL STEEL | | | 0041 720-01894 2.000 EACH| 600.00000 1200.00| 650.00000 1300.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0042 720-44045 2.000 EACH| 500.00000 1000.00| 650.00000 1300.00| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0043 726-92406 7.000 EACH| 550.00000 3850.00| 700.00000 4900.00| BEARING ASSEMBLY, ELASTOMERIC | | | 0044 801-04308 2.000 EACH| 230.00000 460.00| 200.00000 400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 18.000 EACH| 86.25000 1552.50| 75.00000 1350.00| BARRICADE, IIIA | | | 0046 801-06625 16.000 EACH| 109.00000 1744.00| 95.00000 1520.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 12.000 EACH| 75.00000 900.00| 65.00000 780.00| CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 40.00000 80.00| 35.00000 70.00| CONSTRUCTION SIGN, B | | | 0049 808-06714 146.000 m | 3.40000 496.40| 2.95000 430.70| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 432,235.98| $ 458,089.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 432,235.98| $ 458,089.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 928 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 27,950.00 ROUTE : US 24 CALL ORDER : 928 CONTRACT ID : M -24871-B COUNTIES : CASS LETTING DATE : 04/11/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 CALENDAR DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1376229 COMPTON'S MOWING SERVICE $ 27,700.00 100.0000% 2 35-1958578 FEENEY, V., INC. $ 30,000.00 108.3032% ==================================================================================================================================== |(1) 35-1376229 |(2) 35-1958578 | |COMPTON'S MOWING SERVICE |FEENEY, V., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 10000.00000 10000.00| 9500.00000 9500.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 10000.00000 10000.00| 15000.00000 15000.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 7700.00000 7700.00| 5500.00000 5500.00| MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 27,700.00| $ 30,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,700.00| $ 30,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/19/00 PAGE : 932 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,600.00 ROUTE : VARIOUS CALL ORDER : 932 CONTRACT ID : TM-24613-B COUNTIES : VARIOUS LETTING DATE : 04/11/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 04/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : OOOCAWM SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1890022 ZEAL CONSTRUCTION SERVICES $ 90,470.00 100.0000% 2 74-2851603 QUANTA SERVICES, INC. $ 91,115.00 100.7129% 3 35-1262778 MIDWESTERN ELECTRIC $ 98,983.00 109.4097% ==================================================================================================================================== |(1) 35-1890022 |(2) 74-2851603 |(3) 35-1262778 |ZEAL CONSTRUCTION SERVICES |QUANTA SERVICES, INC. |MIDWESTERN ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MAINTENANCE | | | 0001 805-01842 2.000 EACH| 704.00000 1408.00| 650.00000 1300.00| 704.00000 1408.00 HANDHOLE, SIGNAL | | | 0002 805-01843 2.000 EACH| 141.00000 282.00| 280.00000 560.00| 285.00000 570.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0003 805-06076 160.000 m | 54.00000 8640.00| 68.00000 10880.00| 52.00000 8320.00 PREFORMED LOOP MODEL F | | | 0004 805-06592 15.000 m | 84.00000 1260.00| 35.00000 525.00| 55.00000 825.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0005 805-78746 40.000 m | 52.00000 2080.00| 75.00000 3000.00| 44.00000 1760.00 PREFORMED LOOP DETECTORS | | | 0006 805-78785 10.000 EACH| 580.00000 5800.00| 485.00000 4850.00| 700.00000 7000.00 SIGNAL DETECTOR HOUSING | | | 0007 805-78795 2000.000 m | 33.50000 67000.00| 32.00000 64000.00| 36.55000 73100.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0008 805-94684 2000.000 m | 2.00000 4000.00| 3.00000 6000.00| 3.00000 6000.00 SIGNAL CABLE DETECTOR, LEAD IN, INSTALL | | | SECTION TOTALS | $ 90,470.00| $ 91,115.00| $ 98,983.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 90,470.00| $ 91,115.00| $ 98,983.00 ====================================================================================================================================