INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,556,701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0741115 0741115 0741115 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 10,458,754.33 100.0000% 2 37-0955285 FREESEN, INC. $ 12,577,780.49 120.2607% ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD & BRIDGE REHABILITATION, SIGN & LIGHTING MODERNIZATION | | | 0001 105-01925 22.000 MOS | 1500.00000 33000.00| 1300.00000 28600.00| FIELD OFFICE, 550 SQ. FT. | | | 0003 105-06845 LUMP| 95000.00000 95000.00| 175000.00000 175000.00| CONSTRUCTION ENGINEERING | | | 0004 108-01614 LUMP| 7000.00000 7000.00| 10000.00000 10000.00| PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 524500.00000 524500.00| 808615.00000 808615.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-02858 6150.000 LFT | 8.00000 49200.00| 3.91000 24046.50| DITCH CLEANING | | | 0007 201-52370 LUMP| 200000.00000 200000.00| 90000.00000 90000.00| CLEARING RIGHT OF WAY | | | 0008 202-01901 2.000 EACH| 10000.00000 20000.00| 19000.00000 38000.00| TEMPORARY CROSSOVER, REMOVE | | | 0009 202-02240 20925.000 SYS | 5.00000 104625.00| 6.15000 128688.75| PAVEMENT, REMOVE | | | 0010 202-02271 19.000 EACH| 200.00000 3800.00| 500.00000 9500.00| HEADWALL, REMOVE | | | 0011 202-02272 1939.000 LFT | 5.00000 9695.00| 7.25000 14057.75| PAVED SIDE DITCH, REMOVE | | | 0012 202-02967 10.000 EACH| 32.00000 320.00| 62.40000 624.00| CABLE DUCT MARKER, REMOVE | | | 0013 202-51328 LUMP| 65000.00000 65000.00| 44100.00000 44100.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0014 202-51822 480.000 SYS | 6.50000 3120.00| 15.94000 7651.20| BRIDGE DECK OVERLAY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-60815 4.000 LFT | 45.00000 180.00| 200.00000 800.00| CENTER CURB, REMOVE | | | 0016 202-60820 269969.000 SYS | 1.20000 323962.80| 1.65000 445448.85| SURFACE MILLING, ASPHALT | | | 0017 202-60822 41174.000 SYS | 1.20000 49408.80| 1.18000 48585.32| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0018 202-74040 27.000 EACH| 390.00000 10530.00| 347.52000 9383.04| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0019 202-74045 94.000 EACH| 80.00000 7520.00| 34.30000 3224.20| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0020 202-74050 3.000 EACH| 190.00000 570.00| 587.00000 1761.00| SIGN, OVERHEAD, REMOVE | | | 0021 202-93483 6.000 EACH| 390.00000 2340.00| 171.00000 1026.00| BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0022 202-93608 3.000 EACH| 1600.00000 4800.00| 1825.00000 5475.00| MEDIAN CROSSOVER, REMOVE | | | 0023 202-93763 56.000 EACH| 360.00000 20160.00| 405.80000 22724.80| LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0024 202-94810 3.000 EACH| 635.00000 1905.00| 500.00000 1500.00| CURB TURNOUT, REMOVE | | | 0025 202-95579 3.000 EACH| 190.00000 570.00| 533.00000 1599.00| SERVICE POINT, REMOVE | | | 0026 203-02000 39438.000 CYS | 8.15000 321419.70| 10.42000 410943.96| EXCAVATION, COMMON | | | 0027 203-02045 16307.000 CYS | 7.00000 114149.00| 7.32000 119367.24| EXCAVATION FOR SUBGRADE TREATMENT | | | 0028 203-02080 5.900 MILE| 20000.00000 118000.00| 12700.00000 74930.00| LINEAR GRADING | | | 0029 205-02224 3273.000 LFT | 1.60000 5236.80| 2.50000 8182.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0030 205-02229 2100.000 LFT | 2.40000 5040.00| 3.30000 6930.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0031 205-02231 500.000 LFT | 12.00000 6000.00| 17.75000 8875.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0032 205-02234 16.000 EACH| 68.00000 1088.00| 125.00000 2000.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 205-02236 10.000 EACH| 68.00000 680.00| 125.00000 1250.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0034 206-51230 114.000 CYS | 25.00000 2850.00| 21.00000 2394.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0035 211-02060 75.000 CYS | 20.00000 1500.00| 50.00000 3750.00| B BORROW FOR STRUCTURE BACKFILL | | | 0036 213-52830 5.000 CYS | 120.00000 600.00| 158.00000 790.00| FLOWABLE MORTAR | | | 0037 303-52308 21940.000 TON | 10.00000 219400.00| 12.00000 263280.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0038 304-04403 29637.000 CYS | 0.10000 2963.70| 0.01000 296.37| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0039 305-05206 7453.000 TON | 42.00000 313026.00| 46.07000 343359.71| WIDENING WITH HMA | | | 0040 310-04013 15000.000 SYS | 80.00000 1200000.00| 116.00000 1740000.00| PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0041 401-05437 875.000 TON | 34.00000 29750.00| 46.10000 40337.50| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0042 401-05454 14952.000 TON | 27.00000 403704.00| 33.21000 496555.92| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0043 401-05456 12620.000 TON | 37.00000 466940.00| 38.16000 481579.20| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0044 401-05459 6099.000 TON | 26.50000 161623.50| 38.41000 234262.59| QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0045 401-05463 915.000 TON | 31.00000 28365.00| 39.27000 35932.05| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0046 401-05464 9398.000 TON | 29.00000 272542.00| 36.10000 339267.80| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0047 401-05467 128469.000 LFT | 0.15000 19270.35| 0.18000 23124.42| MILLED HMA CORRUGATIONS | | | 0048 401-06264 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0049 402-05470 508.000 TON | 33.00000 16764.00| 53.20000 27025.60| HMA BASE C25.0 mm, MAINLINE | | | 0050 402-05475 32313.000 TON | 26.00000 840138.00| 31.34000 1012689.42| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0051 402-05483 42.000 TON | 45.00000 1890.00| 70.00000 2940.00| HMA BASE C25.0 mm, SHOULDER | | | 0052 402-05488 16231.000 TON | 26.00000 422006.00| 31.34000 508679.54| HMA INTERMEDIATE C19.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 405-05517 31.600 TON | 300.00000 9480.00| 315.00000 9954.00| ASPHALT FOR PRIME COAT | | | 0054 406-05520 176.900 TON | 200.00000 35380.00| 500.00000 88450.00| ASPHALT FOR TACK COAT | | | 0055 501-04771 LUMP| 2000.00000 2000.00| 5530.00000 5530.00| CORING CONCRETE PAVEMENT | | | 0056 501-05160 241.000 SYS | 45.00000 10845.00| 62.61000 15089.01| CEMENT CONCRETE PAVEMENT, PLAIN, 8 IN. | | | 0057 501-05240 12096.000 LFT | 4.00000 48384.00| 9.13000 110436.48| CONTRACTION JOINT, D1 | | | 0058 501-05310 106.800 LFT | 100.00000 10680.00| 257.00000 27447.60| TERMINAL JOINT | | | 0059 501-06266 LUMP| 8000.00000 8000.00| 9810.00000 9810.00| PROFILOGRAPH, PCCP | | | 0060 502-06329 22910.000 SYS | 45.00000 1030950.00| 47.53000 1088912.30| PCCP, 12 IN. | | | 0061 601-01522 3.000 EACH| 1150.00000 3450.00| 1207.00000 3621.00| GUARDRAIL TRANSITION TYPE TGB | | | 0062 601-04746 2.000 EACH| 9000.00000 18000.00| 9030.00000 18060.00| ENERGY ABSORBING TERMINAL, CZ | | | 0063 601-06777 8.000 EACH| 8000.00000 64000.00| 6825.00000 54600.00| GRAVEL BARREL ARRAY | | | 0064 601-94689 21.000 EACH| 3800.00000 79800.00| 3360.00000 70560.00| GUARDRAIL END TREATMENT, OS | | | 0065 601-99105 21087.500 LFT | 9.50000 200331.25| 9.87000 208133.63| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0066 601-99123 6.000 EACH| 2000.00000 12000.00| 2048.00000 12288.00| GUARDRAIL TRANSITION, GP | | | 0067 602-06639 2180.000 LFT | 15.00000 32700.00| 25.00000 54500.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0068 602-06646 9010.000 LFT | 12.00000 108120.00| 15.00000 135150.00| TEMPORARY CONCRETE BARRIER | | | 0069 602-06729 6.000 EACH| 10.00000 60.00| 10.00000 60.00| BARRIER DELINEATOR | | | 0070 603-06040 7691.000 LFT | 6.00000 46146.00| 6.30000 48453.30| FENCE, FARM FIELD, 47 IN. | | | 0071 603-06045 250.000 LFT | 14.00000 3500.00| 13.65000 3412.50| FENCE, CHAIN LINK, 48 IN. | | | 0072 605-06210 1231.000 LFT | 25.00000 30775.00| 42.26000 52022.06| CENTER CURB, C, CONCRETE | | | 0073 610-05527 320.000 TON | 50.00000 16000.00| 78.00000 24960.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 610-06257 342.300 SYS | 60.00000 20538.00| 68.25000 23361.98| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0075 615-01682 LUMP| 315000.00000 315000.00| 321788.00000 321788.00| WEIGH IN MOTION DATA COLLECTION SYSTEM | | | 0076 616-02320 2018.000 SYS | 2.00000 4036.00| 3.00000 6054.00| GEOTEXTILES | | | 0077 616-06405 235.000 TON | 24.00000 5640.00| 50.00000 11750.00| RIPRAP, REVETMENT | | | 0078 616-06451 770.000 TON | 24.00000 18480.00| 30.00000 23100.00| RIPRAP, UNIFORM | | | 0079 621-01004 4.000 EACH| 800.00000 3200.00| 814.00000 3256.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0080 621-06545 7.000 TON | 425.00000 2975.00| 443.00000 3101.00| FERTILIZER | | | 0081 621-06548 92.000 LBS | 19.00000 1748.00| 19.50000 1794.00| SEED MIXTURE, CV | | | 0082 621-06553 2954.000 LBS | 3.30000 9748.20| 3.38000 9984.52| SEED MIXTURE, R | | | 0083 621-06565 35.000 TON | 370.00000 12950.00| 387.00000 13545.00| MULCHING MATERIAL | | | 0084 621-06567 245.000 MG | 2.00000 490.00| 2.10000 514.50| WATER | | | 0085 621-06574 61289.000 SYS | 2.50000 153222.50| 2.52000 154448.28| SODDING | | | 0086 701-03753 110.000 LFT | 50.00000 5500.00| 76.65000 8431.50| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.209 IN., 14 IN. | | | 0087 702-51005 44.100 CYS | 500.00000 22050.00| 525.00000 23152.50| CONCRETE, A, SUBSTRUCTURE | | | 0088 702-51015 24.400 CYS | 500.00000 12200.00| 525.00000 12810.00| CONCRETE, B, FOOTINGS | | | 0089 702-51100 192.000 LBS | 3.40000 652.80| 10.50000 2016.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0090 702-51110 576.000 LBS | 1.70000 979.20| 8.40000 4838.40| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0091 702-51863 421.000 EACH| 6.00000 2526.00| 8.40000 3536.40| FIELD DRILLED HOLE IN CONCRETE | | | 0092 703-51032 49358.000 LBS | 0.70000 34550.60| 1.05000 51825.90| REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 703-97703 74.000 EACH| 7.00000 518.00| 15.75000 1165.50| THREADED BAR SPLICE, EPOXY COATED | | | 0094 704-51002 120.600 CYS | 500.00000 60300.00| 525.00000 63315.00| CONCRETE, C, SUPERSTRUCTURE | | | 0095 706-05732 4.000 EACH| 1200.00000 4800.00| 1050.00000 4200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0096 706-51025 228.000 LFT | 42.00000 9576.00| 78.75000 17955.00| CONCRETE, C, RAILING | | | 0097 708-51806 20.000 SFT | 100.00000 2000.00| 52.50000 1050.00| REPOINTING MASONRY | | | 0098 709-51821 LUMP| 1600.00000 1600.00| 1650.00000 1650.00| SURFACE SEAL | | | 0099 715-05048 19101.000 LFT | 2.30000 43932.30| 3.41000 65134.41| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0100 715-05053 1070.000 LFT | 9.00000 9630.00| 8.93000 9555.10| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0101 715-05119 130.000 LFT | 23.00000 2990.00| 27.00000 3510.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0102 715-05123 17.000 LFT | 135.00000 2295.00| 50.00000 850.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0103 715-05125 5.000 LFT | 160.00000 800.00| 100.00000 500.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0104 715-05149 92.000 LFT | 22.00000 2024.00| 23.58000 2169.36| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0105 715-05151 286.000 LFT | 30.00000 8580.00| 24.26000 6938.36| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0106 715-05152 76.000 LFT | 34.00000 2584.00| 33.00000 2508.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0107 715-05203 125290.000 LFT | 1.00000 125290.00| 1.50000 187935.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0108 715-05435 5000.000 LFT | 7.00000 35000.00| 7.14000 35700.00| PIPE, UNDERDRAIN OUTLET, 4 IN. | | | 0109 715-05840 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| CONCRETE ANCHOR, MIN. AREA 14.7 SQ.FT. | | | 0110 715-06488 15.000 LFT | 195.00000 2925.00| 125.00000 1875.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 14.3 | | | SQ. FT. | | | 0111 715-06489 18.000 LFT | 390.00000 7020.00| 165.00000 2970.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 35.0 | | | SQ. FT. | | | 0112 715-46000 2.000 EACH| 220.00000 440.00| 250.00000 500.00| PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 715-46005 9.000 EACH| 280.00000 2520.00| 275.00000 2475.00| PIPE END SECTION, 15 IN. | | | 0114 715-46010 9.000 EACH| 340.00000 3060.00| 300.00000 2700.00| PIPE END SECTION, 18 IN. | | | 0115 715-46020 4.000 EACH| 480.00000 1920.00| 415.00000 1660.00| PIPE END SECTION, 24 IN. | | | 0116 715-46030 2.000 EACH| 600.00000 1200.00| 650.00000 1300.00| PIPE END SECTION, 30 IN. | | | 0117 715-91218 144.000 LFT | 135.00000 19440.00| 135.00000 19440.00| PIPE, POLYETHYLENE LINER, 20 IN. | | | 0118 715-95325 124.000 LFT | 105.00000 13020.00| 107.00000 13268.00| INVERT, CONCRETE PAVED | | | 0119 715-95490 5.000 LFT | 70.00000 350.00| 50.00000 250.00| PIPE, RELAID, 15 IN. | | | 0120 715-95491 8.000 LFT | 75.00000 600.00| 50.00000 400.00| PIPE, RELAID, 18 IN. | | | 0121 715-97040 5.000 LFT | 100.00000 500.00| 50.00000 250.00| PIPE, RELAID, 24 IN. | | | 0122 718-04880 250.000 EACH| 510.00000 127500.00| 195.00000 48750.00| OUTLET PROTECTOR, A , 4 IN. | | | 0123 718-04880 33.000 EACH| 510.00000 16830.00| 200.00000 6600.00| OUTLET PROTECTOR, A , 6 IN. | | | 0124 718-06532 3000.000 LFT | 1.55000 4650.00| 1.58000 4740.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0125 718-52610 6054.000 CYS | 26.00000 157404.00| 26.25000 158917.50| AGGREGATE FOR UNDERDRAINS | | | 0126 719-35000 500.000 LFT | 6.00000 3000.00| 10.00000 5000.00| PIPE, DRAINTILE, CLASS STANDARD, 6 IN. | | | 0127 719-35005 500.000 LFT | 8.00000 4000.00| 11.00000 5500.00| PIPE, DRAINTILE, CLASS STANDARD, 8 IN. | | | 0128 719-35010 500.000 LFT | 10.00000 5000.00| 12.00000 6000.00| PIPE, DRAINTILE, CLASS STANDARD, 10 IN. | | | 0129 720-02442 5.000 EACH| 190.00000 950.00| 500.00000 2500.00| PIPE, PLUG EXISTING | | | 0130 720-44296 3.000 EACH| 200.00000 600.00| 750.00000 2250.00| CAP INLET | | | 0131 720-45065 3.000 EACH| 2100.00000 6300.00| 2800.00000 8400.00| INLET, N12 | | | 0132 720-45069 1.000 EACH| 1250.00000 1250.00| 2500.00000 2500.00| INLET, P12 | | | 0133 722-51842 623.000 SYS | 50.00000 31150.00| 68.25000 42519.75| BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 722-51846 13.000 CYS | 395.00000 5135.00| 395.00000 5135.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0135 722-51852 1350.000 SFT | 10.00000 13500.00| 6.30000 8505.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0136 729-51875 200.000 SFT | 50.00000 10000.00| 26.25000 5250.00| CONCRETE, A, PATCHING | | | 0137 730-04830 1.000 EACH| 2800.00000 2800.00| 3000.00000 3000.00| GRATED BOX END SECTION , II, 3:1, 18 IN.| | | 0138 730-97686 6.000 EACH| 4000.00000 24000.00| 6000.00000 36000.00| GRATED BOX END SECTION, II, 10:1, 15 IN.| | | 0139 730-97688 1.000 EACH| 5000.00000 5000.00| 7500.00000 7500.00| GRATED BOX END SECTION, II, 10:1, 24 IN.| | | 0140 730-97691 2.000 EACH| 4000.00000 8000.00| 3800.00000 7600.00| GRATED BOX END SECTION, I, 3:1, 36 IN. | | | 0141 730-98976 1.000 EACH| 4000.00000 4000.00| 4200.00000 4200.00| GRATED BOX END SECTION, II, 6:1, 24 IN. | | | 0142 801-04308 2.000 EACH| 560.00000 1120.00| 336.00000 672.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0144 801-06203 15668.000 LFT | 0.20000 3133.60| 0.37000 5797.16| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0145 801-06207 49071.000 LFT | 1.00000 49071.00| 0.98000 48089.58| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0146 801-06606 4.000 EACH| 130.00000 520.00| 136.00000 544.00| BARRICADE, IIIB | | | 0147 801-06640 58.000 EACH| 96.00000 5568.00| 158.00000 9164.00| CONSTRUCTION SIGN, A | | | 0148 801-06645 4.000 EACH| 30.00000 120.00| 37.00000 148.00| CONSTRUCTION SIGN, B | | | 0149 801-06710 462.000 DAY | 12.00000 5544.00| 16.80000 7761.60| FLASHING ARROW SIGN | | | 0150 801-06775 LUMP| 60000.00000 60000.00| 175000.00000 175000.00| MAINTAINING TRAFFIC | | | 0151 802-02158 5.000 EACH| 625.00000 3125.00| 993.00000 4965.00| SIGN, PANEL, REMOVE AND REINSTALL | | | 0152 802-02293 36.100 CYS | 390.00000 14079.00| 407.75000 14719.78| CONCRETE, SIGN FOUNDATION | | | 0153 802-04893 12.000 EACH| 250.00000 3000.00| 88.00000 1056.00| REFERENCE POST | | | 0154 802-05701 498.500 LFT | 11.00000 5483.50| 11.70000 5832.45| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 802-05702 894.000 LFT | 8.20000 7330.80| 9.41000 8412.54| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0156 802-76015 3979.000 SFT | 14.50000 57695.50| 15.77000 62748.83| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0157 802-76025 140.400 SFT | 19.50000 2737.80| 11.82000 1659.53| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0158 802-76035 938.200 SFT | 11.00000 10320.20| 12.26000 11502.33| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0159 802-76045 119.000 SFT | 11.60000 1380.40| 15.60000 1856.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0160 802-76065 30.000 LFT | 3.00000 90.00| 5.31000 159.30| SIGN POST, B | | | 0161 802-76095 19836.700 LBS | 1.90000 37689.73| 1.52000 30151.78| STRUCTURAL STEEL, BREAKAWAY | | | 0162 803-94674 6.000 EACH| 610.00000 3660.00| 421.00000 2526.00| BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0163 804-06771 377.000 EACH| 24.50000 9236.50| 25.20000 9500.40| DELINEATOR POST, FLEXIBLE | | | 0164 805-02087 LUMP| 1.00000 1.00| 566.00000 566.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0165 805-05406 1.000 EACH| 42000.00000 42000.00| 44630.00000 44630.00| DATA COLLECTION SITE | | | 0166 805-06592 843.000 LFT | 9.00000 7587.00| 16.76000 14128.68| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0167 805-86810 4.000 EACH| 3200.00000 12800.00| 3121.00000 12484.00| SERVICE POINT, II | | | 0168 805-86889 1400.000 LFT | 0.45000 630.00| 0.30000 420.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0169 805-86920 8.000 EACH| 9.00000 72.00| 37.00000 296.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0170 805-86925 8.000 EACH| 20.00000 160.00| 41.00000 328.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 805-86930 12.000 EACH| 7.50000 90.00| 36.00000 432.00| INSULATING LINK, NOT WATERPROOFED | | | 0172 805-86935 8.000 EACH| 18.50000 148.00| 37.50000 300.00| INSULATING LINK, WATERPROOFED | | | 0173 805-98335 6550.000 LFT | 5.50000 36025.00| 5.12000 33536.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0174 805-98336 455.000 LFT | 6.50000 2957.50| 7.44000 3385.20| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0175 806-01851 LUMP| 23000.00000 23000.00| 26382.00000 26382.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0176 807-02428 8.000 EACH| 700.00000 5600.00| 780.00000 6240.00| CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0177 807-78590 6.000 EACH| 480.00000 2880.00| 552.00000 3312.00| HANDHOLE | | | 0178 807-82016 1.000 EACH| 660.00000 660.00| 798.00000 798.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0179 807-82400 6.000 EACH| 15000.00000 90000.00| 17272.00000 103632.00| LIGHT POLE, HIGH MAST, 125 FT. E.M.H. | | | 0180 807-82990 1.000 EACH| 2300.00000 2300.00| 2003.00000 2003.00| TOWER LIGHTING WINCH DRIVE | | | 0181 807-84804 5.000 EACH| 1100.00000 5500.00| 1107.00000 5535.00| LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0182 807-84814 2.000 EACH| 1200.00000 2400.00| 1185.00000 2370.00| LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0183 807-84866 1.000 EACH| 1200.00000 1200.00| 1207.00000 1207.00| LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0184 807-86620 8.000 EACH| 230.00000 1840.00| 201.00000 1608.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0185 807-86665 36.000 EACH| 490.00000 17640.00| 514.00000 18504.00| LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0186 807-86790 8.000 EACH| 360.00000 2880.00| 347.00000 2776.00| LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 807-86830 6.000 EACH| 5500.00000 33000.00| 7622.00000 45732.00| CONCRETE FOUNDATION WITH GROUNDING, 4 | | | FT. DIAMETER X 20 FT. | | | 0188 807-86950 12.000 EACH| 56.00000 672.00| 30.50000 366.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0189 807-86955 8.000 EACH| 135.00000 1080.00| 111.00000 888.00| CABLE DUCT MARKER | | | 0190 808-06702 15992.000 LFT | 0.30000 4797.60| 0.31000 4957.52| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0191 808-06703 75062.000 LFT | 0.25000 18765.50| 0.25000 18765.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0192 808-06705 2107.000 LFT | 0.60000 1264.20| 0.64000 1348.48| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0193 808-06716 14716.000 LFT | 0.30000 4414.80| 0.35000 5150.60| LINE, REMOVE | | | 0195 808-75245 75028.000 LFT | 0.25000 18757.00| 0.25000 18757.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0196 808-75272 336.000 LFT | 3.20000 1075.20| 3.26000 1095.36| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0197 808-75297 40.000 LFT | 3.20000 128.00| 3.26000 130.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0198 808-75996 1070.000 EACH| 3.60000 3852.00| 2.90000 3103.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0199 808-75998 1070.000 EACH| 24.00000 25680.00| 26.25000 28087.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0200 808-03631 9118.000 LFT | 0.50000 4559.00| 0.60000 5470.80| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0201 808-03632 6600.000 LFT | 0.50000 3300.00| 0.61000 4026.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0202 808-95933 2700.000 LFT | 0.40000 1080.00| 0.41000 1107.00| CURB PAINTING, YELLOW | | | 0203 202-02241 10700.000 LFT | 1.20000 12840.00| 1.24000 13268.00| GUARDRAIL, REMOVE | | | 0204 801-06198 450.000 DAY | 30.00000 13500.00| 25.00000 11250.00| PATROLLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 109 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14556701.60 ROUTE : I-74 CALL ORDER : 109 CONTRACT ID : R -21466-A COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 607-95754 300.000 LFT | 8.00000 2400.00| 5.00000 1500.00| PAVED SIDE DITCH, BREAK | | | 0206 801-01093 20.000 EACH| 650.00000 13000.00| 813.00000 16260.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0207 801-09133 4.000 EACH| 8500.00000 34000.00| 10237.00000 40948.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0208 801-06625 12.000 EACH| 80.00000 960.00| 94.50000 1134.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0209 808-74811 1770.000 LFT | 0.60000 1062.00| 0.76000 1345.20| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0210 503-03489 239.000 EACH| 12.00000 2868.00| 11.50000 2748.50| RETROFITTED TIE BARS | | | SECTION TOTALS | $ 10,458,754.33| $ 12,577,780.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,458,754.33| $ 12,577,780.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 309 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,005.36 ROUTE : I-64 CALL ORDER : 309 CONTRACT ID : B -24137-A COUNTIES : GIBSON LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0641094 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1271480 T-D & O, LLC. $ 166,897.06 100.0000% 2 35-1878024 RAGLE, INC. $ 231,035.44 138.4299% 3 35-1801998 CLR, INC. $ 235,395.35 141.0422% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 241,725.00 144.8347% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 270,685.08 162.1868% ==================================================================================================================================== |(1) 35-1271480 |(2) 35-1878024 |(3) 35-1801998 |T-D & O, LLC. |RAGLE, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 800.00000 4800.00| 1475.00000 8850.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 7924.80000 7924.80| 12000.00000 12000.00| 11750.00000 11750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 2400.00000 2400.00| 500.00000 500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 98.400 m2 | 20.00000 1968.00| 21.00000 2066.40| 41.00000 4034.40 PAVEMENT, REMOVE | | | 0006 202-02241 170.000 m | 5.00000 850.00| 4.40000 748.00| 10.00000 1700.00 GUARDRAIL, REMOVE | | | 0007 202-51133 148.600 m | 2.00000 297.20| 5.00000 743.00| 11.00000 1634.60 RAILING, REMOVE | | | 0008 202-51328 LUMP| 5000.00000 5000.00| 51600.00000 51600.00| 8800.00000 8800.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 182.900 m2 | 3.50000 640.15| 3.50000 640.15| 7.50000 1371.75 SURFACE MILLING, ASPHALT | | | 0010 202-90090 6.200 m2 | 300.00000 1860.00| 200.00000 1240.00| 500.00000 3100.00 CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0011 203-02070 25.000 m3 | 20.00000 500.00| 20.00000 500.00| 25.00000 625.00 BORROW | | | 0012 303-52308 43.000 Mg | 20.00000 860.00| 23.00000 989.00| 19.00000 817.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 303-52309 109.100 Mg | 20.00000 2182.00| 38.00000 4145.80| 19.00000 2072.90 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 309 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,005.36 ROUTE : I-64 CALL ORDER : 309 CONTRACT ID : B -24137-A COUNTIES : GIBSON LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1271480 |(2) 35-1878024 |(3) 35-1801998 |T-D & O, LLC. |RAGLE, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-60900 64.600 Mg | 20.00000 1292.00| 23.00000 1485.80| 19.00000 1227.40 COMPACTED AGGREGATE FOR BASE, 0 | | | 0015 402-05495 33.500 Mg | 50.00000 1675.00| 125.00000 4187.50| 150.00000 5025.00 HMA WEDGE AND LEVEL | | | 0016 406-05521 487.700 m2 | 0.25000 121.92| 1.00000 487.70| 1.00000 487.70 ASPHALT FOR TACK COAT | | | 0017 501-05090 187.000 m2 | 50.00000 9350.00| 55.00000 10285.00| 75.00000 14025.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0018 601-01522 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1225.00000 4900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-06037 1.000 EACH| 650.00000 650.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL END TREATMENT, I | | | 0020 601-99105 83.820 m | 37.00000 3101.34| 37.00000 3101.34| 40.00000 3352.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99132 3.000 EACH| 55.00000 165.00| 55.00000 165.00| 105.00000 315.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0022 602-06729 12.000 EACH| 8.00000 96.00| 6.00000 72.00| 7.50000 90.00 BARRIER DELINEATOR | | | 0023 616-02320 165.400 m2 | 2.50000 413.50| 2.00000 330.80| 5.00000 827.00 GEOTEXTILES | | | 0024 616-06405 120.600 Mg | 25.00000 3015.00| 22.00000 2653.20| 22.50000 2713.50 RIPRAP, REVETMENT | | | 0025 619-91955 LUMP| 7500.00000 7500.00| 5670.00000 5670.00| 18000.00000 18000.00 CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS | | | 0026 621-01004 1.000 EACH| 100.00000 100.00| 250.00000 250.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 100.000 m2 | 1.20000 120.00| 4.50000 450.00| 3.65000 365.00 MULCHED SEEDING, R | | | 0028 702-51005 2.500 m3 | 400.00000 1000.00| 1200.00000 3000.00| 625.00000 1562.50 CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51863 855.000 EACH| 5.50000 4702.50| 5.00000 4275.00| 8.25000 7053.75 FIELD DRILLED HOLE IN CONCRETE | | | 0030 702-92857 2.800 m3 | 500.00000 1400.00| 450.00000 1260.00| 1250.00000 3500.00 CONCRETE, C, SUBSTRUCTURE | | | 0031 703-51030 3271.000 kg | 1.00000 3271.00| 1.50000 4906.50| 1.20000 3925.20 REINFORCING STEEL | | | 0032 703-51032 5931.000 kg | 1.35000 8006.85| 2.00000 11862.00| 1.25000 7413.75 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 309 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,005.36 ROUTE : I-64 CALL ORDER : 309 CONTRACT ID : B -24137-A COUNTIES : GIBSON LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1271480 |(2) 35-1878024 |(3) 35-1801998 |T-D & O, LLC. |RAGLE, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 704-51002 0.500 m3 | 1000.00000 500.00| 2750.00000 1375.00| 6400.00000 3200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-01569 4.000 EACH| 1200.00000 4800.00| 1000.00000 4000.00| 800.00000 3200.00 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0035 706-51020 30.400 m3 | 450.00000 13680.00| 425.00000 12920.00| 480.00000 14592.00 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 6000.00000 6000.00 SURFACE SEAL | | | 0037 711-51038 LUMP| 500.00000 500.00| 5000.00000 5000.00| 3100.00000 3100.00 STRUCTURAL STEEL | | | 0038 722-51401 10.000 m2 | 144.75000 1447.50| 300.00000 3000.00| 575.00000 5750.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 724.900 m2 | 42.00000 30445.80| 40.00000 28996.00| 51.00000 36969.90 BRIDGE DECK OVERLAY | | | 0040 722-51846 0.700 m3 | 395.00000 276.50| 395.00000 276.50| 395.00000 276.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 181.200 m2 | 55.00000 9966.00| 50.00000 9060.00| 120.00000 21744.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 724.900 m2 | 5.00000 3624.50| 3.50000 2537.15| 3.00000 2174.70 SURFACE MILLING | | | 0043 724-03276 24.500 m | 225.00000 5512.50| 215.00000 5267.50| 221.00000 5414.50 EXPANSION JOINT SEALING SYSTEM | | | 0044 801-04308 4.000 EACH| 300.00000 1200.00| 295.00000 1180.00| 315.00000 1260.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 4.000 EACH| 150.00000 600.00| 49.00000 196.00| 50.00000 200.00 BARRICADE, IIIA | | | 0046 801-06606 4.000 EACH| 150.00000 600.00| 67.00000 268.00| 70.00000 280.00 BARRICADE, IIIB | | | 0047 801-06625 19.000 EACH| 75.00000 1425.00| 63.00000 1197.00| 65.00000 1235.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 21.000 EACH| 75.00000 1575.00| 50.00000 1050.00| 52.00000 1092.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0050 808-06713 347.000 m | 3.00000 1041.00| 1.15000 399.05| 1.25000 433.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 347.000 m | 3.00000 1041.00| 1.15000 399.05| 1.25000 433.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 166,897.06| $ 231,035.44| $ 235,395.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 166,897.06| $ 231,035.44| $ 235,395.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 309 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,005.36 ROUTE : I-64 CALL ORDER : 309 CONTRACT ID : B -24137-A COUNTIES : GIBSON LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1350.00000 8100.00| 1200.00000 7200.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 13500.00000 13500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2100.00000 2100.00| 1000.00000 1000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 98.400 m2 | 30.00000 2952.00| 30.00000 2952.00| PAVEMENT, REMOVE | | | 0006 202-02241 170.000 m | 4.40000 748.00| 6.50000 1105.00| GUARDRAIL, REMOVE | | | 0007 202-51133 148.600 m | 1.00000 148.60| 5.00000 743.00| RAILING, REMOVE | | | 0008 202-51328 LUMP| 20500.00000 20500.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 182.900 m2 | 5.00000 914.50| 5.00000 914.50| SURFACE MILLING, ASPHALT | | | 0010 202-90090 6.200 m2 | 330.00000 2046.00| 100.00000 620.00| CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0011 203-02070 25.000 m3 | 65.00000 1625.00| 65.00000 1625.00| BORROW | | | 0012 303-52308 43.000 Mg | 32.50000 1397.50| 40.00000 1720.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 303-52309 109.100 Mg | 32.50000 3545.75| 40.00000 4364.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 303-60900 64.600 Mg | 32.50000 2099.50| 40.00000 2584.00| COMPACTED AGGREGATE FOR BASE, 0 | | | 0015 402-05495 33.500 Mg | 150.00000 5025.00| 130.00000 4355.00| HMA WEDGE AND LEVEL | | | 0016 406-05521 487.700 m2 | 0.50000 243.85| 1.10000 536.47| ASPHALT FOR TACK COAT | | | 0017 501-05090 187.000 m2 | 65.00000 12155.00| 65.00000 12155.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0018 601-01522 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-06037 1.000 EACH| 650.00000 650.00| 650.00000 650.00| GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 309 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,005.36 ROUTE : I-64 CALL ORDER : 309 CONTRACT ID : B -24137-A COUNTIES : GIBSON LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 83.820 m | 37.00000 3101.34| 38.00000 3185.16| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99132 3.000 EACH| 55.00000 165.00| 100.00000 300.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0022 602-06729 12.000 EACH| 10.00000 120.00| 7.00000 84.00| BARRIER DELINEATOR | | | 0023 616-02320 165.400 m2 | 5.50000 909.70| 5.00000 827.00| GEOTEXTILES | | | 0024 616-06405 120.600 Mg | 45.00000 5427.00| 35.00000 4221.00| RIPRAP, REVETMENT | | | 0025 619-91955 LUMP| 12000.00000 12000.00| 17000.00000 17000.00| CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS | | | 0026 621-01004 1.000 EACH| 660.00000 660.00| 625.00000 625.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 100.000 m2 | 11.65000 1165.00| 1.25000 125.00| MULCHED SEEDING, R | | | 0028 702-51005 2.500 m3 | 1150.00000 2875.00| 1500.00000 3750.00| CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51863 855.000 EACH| 9.00000 7695.00| 14.00000 11970.00| FIELD DRILLED HOLE IN CONCRETE | | | 0030 702-92857 2.800 m3 | 1250.00000 3500.00| 1300.00000 3640.00| CONCRETE, C, SUBSTRUCTURE | | | 0031 703-51030 3271.000 kg | 1.60000 5233.60| 1.50000 4906.50| REINFORCING STEEL | | | 0032 703-51032 5931.000 kg | 1.75000 10379.25| 1.65000 9786.15| REINFORCING STEEL, EPOXY COATED | | | 0033 704-51002 0.500 m3 | 1250.00000 625.00| 3000.00000 1500.00| CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-01569 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0035 706-51020 30.400 m3 | 550.00000 16720.00| 600.00000 18240.00| CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 5950.00000 5950.00| 6000.00000 6000.00| SURFACE SEAL | | | 0037 711-51038 LUMP| 3500.00000 3500.00| 12000.00000 12000.00| STRUCTURAL STEEL | | | 0038 722-51401 10.000 m2 | 365.00000 3650.00| 500.00000 5000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 309 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,005.36 ROUTE : I-64 CALL ORDER : 309 CONTRACT ID : B -24137-A COUNTIES : GIBSON LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 722-51842 724.900 m2 | 51.00000 36969.90| 60.00000 43494.00| BRIDGE DECK OVERLAY | | | 0040 722-51846 0.700 m3 | 395.00000 276.50| 395.00000 276.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 181.200 m2 | 65.00000 11778.00| 80.00000 14496.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 724.900 m2 | 5.00000 3624.50| 5.00000 3624.50| SURFACE MILLING | | | 0043 724-03276 24.500 m | 310.00000 7595.00| 225.00000 5512.50| EXPANSION JOINT SEALING SYSTEM | | | 0044 801-04308 4.000 EACH| 250.00000 1000.00| 300.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 4.000 EACH| 75.00000 300.00| 50.00000 200.00| BARRICADE, IIIA | | | 0046 801-06606 4.000 EACH| 100.00000 400.00| 70.00000 280.00| BARRICADE, IIIB | | | 0047 801-06625 19.000 EACH| 85.00000 1615.00| 70.00000 1330.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 21.000 EACH| 100.00000 2100.00| 55.00000 1155.00| CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 2976.11000 2976.11| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0050 808-06713 347.000 m | 1.10000 381.70| 1.20000 416.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 347.000 m | 1.10000 381.70| 1.20000 416.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 241,725.00| $ 270,685.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,725.00| $ 270,685.08| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 419 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,827.99 ROUTE : SR 16 CALL ORDER : 419 CONTRACT ID : B -24449-A COUNTIES : JASPER LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/24/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3633007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 182,372.28 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 197,990.30 108.5638% 3 35-1212938 ATLAS EXCAVATING, INC. $ 203,266.68 111.4570% 4 35-1523985 WIRTZ & YATES, INC. $ 209,243.19 114.7340% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 214,656.57 117.7024% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1447641 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1650.00000 9900.00| 750.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 500.00000 500.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 9900.00000 9900.00| 11000.00000 11000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 75.000 m | 12.00000 900.00| 10.00000 750.00| 5.20000 390.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 39000.00000 39000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 700.000 m2 | 3.00000 2100.00| 7.00000 4900.00| 3.00000 2100.00 SURFACE MILLING, ASPHALT | | | 0008 202-60822 213.000 m2 | 8.00000 1704.00| 10.00000 2130.00| 8.00000 1704.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 202-99187 60.000 m | 10.00000 600.00| 10.00000 600.00| 4.50000 270.00 FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 200.000 m3 | 20.00000 4000.00| 35.00000 7000.00| 24.00000 4800.00 EXCAVATION, COMMON | | | 0011 203-02070 30.000 m3 | 32.00000 960.00| 20.00000 600.00| 35.00000 1050.00 BORROW | | | 0012 205-02224 392.000 m | 6.75000 2646.00| 5.50000 2156.00| 5.70000 2234.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 419 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,827.99 ROUTE : SR 16 CALL ORDER : 419 CONTRACT ID : B -24449-A COUNTIES : JASPER LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1447641 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51230 8.100 m3 | 50.00000 405.00| 90.00000 729.00| 60.00000 486.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 8.100 m3 | 65.00000 526.50| 50.00000 405.00| 64.00000 518.40 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 380.000 Mg | 17.50000 6650.00| 25.00000 9500.00| 19.00000 7220.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 406-05521 1100.000 m2 | 0.35000 385.00| 0.09000 99.00| 0.15000 165.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01846 1.000 EACH| 1850.00000 1850.00| 1600.00000 1600.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0019 601-06037 3.000 EACH| 750.00000 2250.00| 650.00000 1950.00| 600.00000 1800.00 GUARDRAIL END TREATMENT, I | | | 0020 601-99105 182.880 m | 43.00000 7863.84| 35.00000 6400.80| 36.00000 6583.68 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 4.000 EACH| 12.00000 48.00| 10.00000 40.00| 5.20000 20.80 BARRIER DELINEATOR | | | 0022 603-06040 60.000 m | 48.00000 2880.00| 40.00000 2400.00| 44.00000 2640.00 FENCE, FARM FIELD, 1190 mm | | | 0023 610-05527 160.000 Mg | 90.00000 14400.00| 82.00000 13120.00| 94.00000 15040.00 HMA FOR APPROACHES | | | 0024 610-06257 134.600 m2 | 58.00000 7806.80| 75.00000 10095.00| 54.00000 7268.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 465.000 m2 | 5.00000 2325.00| 3.50000 1627.50| 4.50000 2092.50 GEOTEXTILES | | | 0026 616-06451 290.000 Mg | 21.00000 6090.00| 30.00000 8700.00| 20.00000 5800.00 RIPRAP, UNIFORM | | | 0027 621-01004 1.000 EACH| 800.00000 800.00| 500.00000 500.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 950.000 m2 | 1.10000 1045.00| 2.50000 2375.00| 1.70000 1615.00 MULCHED SEEDING, R | | | 0029 621-06570 95.000 m3 | 35.00000 3325.00| 45.00000 4275.00| 25.00000 2375.00 TOP SOIL | | | 0030 701-90976 1646.000 kg | 1.94000 3193.24| 2.00000 3292.00| 1.60000 2633.60 REINFORCING STEEL, GRADE 60 | | | 0031 702-04433 8.000 EACH| 120.00000 960.00| 160.00000 1280.00| 225.00000 1800.00 FLOOR DRAIN, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 419 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,827.99 ROUTE : SR 16 CALL ORDER : 419 CONTRACT ID : B -24449-A COUNTIES : JASPER LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1447641 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 702-51005 2.300 m3 | 652.00000 1499.60| 1500.00000 3450.00| 1500.00000 3450.00 CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51863 220.000 EACH| 8.00000 1760.00| 6.00000 1320.00| 8.00000 1760.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51032 3982.000 kg | 2.15000 8561.30| 2.00000 7964.00| 1.70000 6769.40 REINFORCING STEEL, EPOXY COATED | | | 0035 704-51002 3.700 m3 | 430.00000 1591.00| 1500.00000 5550.00| 1000.00000 3700.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1100.00000 4400.00| 900.00000 3600.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51025 44.700 m | 150.00000 6705.00| 200.00000 8940.00| 155.00000 6928.50 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 2200.00000 2200.00| 2500.00000 2500.00| 3500.00000 3500.00 SURFACE SEAL | | | 0040 722-01061 226.000 m2 | 48.00000 10848.00| 80.00000 18080.00| 53.00000 11978.00 BRIDGE DECK OVERLAY, MICROSILICA | | | 0041 722-51852 12.000 m2 | 42.00000 504.00| 100.00000 1200.00| 120.00000 1440.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-96912 1.000 m3 | 132.00000 132.00| 132.00000 132.00| 132.00000 132.00 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0043 801-04308 6.000 EACH| 340.00000 2040.00| 300.00000 1800.00| 340.00000 2040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 75.00000 600.00| 50.00000 400.00| 75.00000 600.00 BARRICADE, IIIA | | | 0045 801-06606 16.000 EACH| 150.00000 2400.00| 70.00000 1120.00| 90.00000 1440.00 BARRICADE, IIIB | | | 0046 801-06625 46.000 EACH| 108.00000 4968.00| 60.00000 2760.00| 80.00000 3680.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 26.000 EACH| 75.00000 1950.00| 50.00000 1300.00| 75.00000 1950.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 50.00000 100.00| 20.00000 40.00| 43.00000 86.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0050 808-06712 30.000 m | 3.00000 90.00| 3.00000 90.00| 1.10000 33.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 340.000 m | 3.00000 1020.00| 3.00000 1020.00| 1.10000 374.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-75998 5.000 EACH| 200.00000 1000.00| 160.00000 800.00| 175.00000 875.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 419 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,827.99 ROUTE : SR 16 CALL ORDER : 419 CONTRACT ID : B -24449-A COUNTIES : JASPER LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1447641 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 202-62420 46.000 m | 15.00000 690.00| 50.00000 2300.00| 19.00000 874.00 BRIDGE RAILING, REMOVE | | | SECTION TOTALS | $ 182,372.28| $ 197,990.30| $ 203,266.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 182,372.28| $ 197,990.30| $ 203,266.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 419 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,827.99 ROUTE : SR 16 CALL ORDER : 419 CONTRACT ID : B -24449-A COUNTIES : JASPER LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 1890.70000 11344.20| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 4223.55000 4223.55| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 21199.44000 21199.44| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 2102.53000 2102.53| CLEARING RIGHT OF WAY | | | 0005 202-02241 75.000 m | 8.10000 607.50| 7.00000 525.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 17000.00000 17000.00| 18973.82000 18973.82| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 700.000 m2 | 4.00000 2800.00| 3.99000 2793.00| SURFACE MILLING, ASPHALT | | | 0008 202-60822 213.000 m2 | 4.40000 937.20| 12.84000 2734.92| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 202-99187 60.000 m | 23.00000 1380.00| 19.36000 1161.60| FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 200.000 m3 | 13.00000 2600.00| 16.49000 3298.00| EXCAVATION, COMMON | | | 0011 203-02070 30.000 m3 | 18.67000 560.10| 53.59000 1607.70| BORROW | | | 0012 205-02224 392.000 m | 6.00000 2352.00| 5.40000 2116.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 206-51230 8.100 m3 | 54.32000 439.99| 84.76000 686.56| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 8.100 m3 | 36.67000 297.03| 45.01000 364.58| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 380.000 Mg | 16.50000 6270.00| 21.54000 8185.20| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 406-05521 1100.000 m2 | 0.11000 121.00| 0.09000 99.00| ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1350.00000 5400.00| 1185.00000 4740.00| GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01846 1.000 EACH| 1769.00000 1769.00| 1580.42000 1580.42| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 419 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,827.99 ROUTE : SR 16 CALL ORDER : 419 CONTRACT ID : B -24449-A COUNTIES : JASPER LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-06037 3.000 EACH| 660.00000 1980.00| 575.00000 1725.00| GUARDRAIL END TREATMENT, I | | | 0020 601-99105 182.880 m | 38.08000 6964.07| 34.00000 6217.92| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 4.000 EACH| 15.00000 60.00| 7.00000 28.00| BARRIER DELINEATOR | | | 0022 603-06040 60.000 m | 46.00000 2760.00| 40.00000 2400.00| FENCE, FARM FIELD, 1190 mm | | | 0023 610-05527 160.000 Mg | 95.00000 15200.00| 82.00000 13120.00| HMA FOR APPROACHES | | | 0024 610-06257 134.600 m2 | 52.63000 7084.00| 85.89000 11560.79| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 465.000 m2 | 4.18000 1943.70| 2.81000 1306.65| GEOTEXTILES | | | 0026 616-06451 290.000 Mg | 27.50000 7975.00| 20.57000 5965.30| RIPRAP, UNIFORM | | | 0027 621-01004 1.000 EACH| 750.00000 750.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 950.000 m2 | 1.80000 1710.00| 1.50000 1425.00| MULCHED SEEDING, R | | | 0029 621-06570 95.000 m3 | 20.00000 1900.00| 38.98000 3703.10| TOP SOIL | | | 0030 701-90976 1646.000 kg | 1.45000 2386.70| 1.68000 2765.28| REINFORCING STEEL, GRADE 60 | | | 0031 702-04433 8.000 EACH| 150.00000 1200.00| 187.56000 1500.48| FLOOR DRAIN, PVC, 150 mm | | | 0032 702-51005 2.300 m3 | 1043.48000 2400.00| 5318.55000 12232.67| CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51863 220.000 EACH| 6.00000 1320.00| 11.28000 2481.60| FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51032 3982.000 kg | 1.45000 5773.90| 2.63000 10472.66| REINFORCING STEEL, EPOXY COATED | | | 0035 704-51002 3.700 m3 | 1081.08000 4000.00| 1199.81000 4439.30| CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1400.00000 5600.00| 1000.00000 4000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51025 44.700 m | 180.00000 8046.00| 147.60000 6597.72| CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 2300.00000 2300.00| 2868.88000 2868.88| SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/99 PAGE : 419 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,827.99 ROUTE : SR 16 CALL ORDER : 419 CONTRACT ID : B -24449-A COUNTIES : JASPER LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-01061 226.000 m2 | 150.00000 33900.00| 72.77000 16446.02| BRIDGE DECK OVERLAY, MICROSILICA | | | 0041 722-51852 12.000 m2 | 86.00000 1032.00| 251.55000 3018.60| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-96912 1.000 m3 | 132.00000 132.00| 132.00000 132.00| BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0043 801-04308 6.000 EACH| 600.00000 3600.00| 295.00000 1770.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 100.00000 800.00| 50.00000 400.00| BARRICADE, IIIA | | | 0045 801-06606 16.000 EACH| 110.00000 1760.00| 68.50000 1096.00| BARRICADE, IIIB | | | 0046 801-06625 46.000 EACH| 100.00000 4600.00| 59.00000 2714.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 26.000 EACH| 100.00000 2600.00| 50.00000 1300.00| CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 40.00000 80.00| 20.00000 40.00| CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 3000.00000 3000.00| 1410.50000 1410.50| MAINTAINING TRAFFIC | | | 0050 808-06712 30.000 m | 2.60000 78.00| 2.15000 64.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 340.000 m | 2.60000 884.00| 2.15000 731.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-75998 5.000 EACH| 200.00000 1000.00| 160.00000 800.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 202-62420 46.000 m | 15.00000 690.00| 36.68000 1687.28| BRIDGE RAILING, REMOVE | | | SECTION TOTALS | $ 209,243.19| $ 214,656.57| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 209,243.19| $ 214,656.57| ====================================================================================================================================