INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/03/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0658128 0658128 0658128 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION CO $ 5,383,646.93 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 5,387,493.91 100.0714% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 5,552,601.75 103.1382% 4 36-2231526 WALSH CONSTR CO OF ILL $ 5,898,171.59 109.5571% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-01925 9.000 MOS | 1300.00000 11700.00| 2182.60000 19643.40| 1475.00000 13275.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 74000.00000 74000.00| 65250.00000 65250.00| 60674.00000 60674.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 86000.00000 86000.00| 105307.50000 105307.50| 148000.00000 148000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 110-01001 LUMP| 86000.00000 86000.00| 50000.00000 50000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0005 110-01001 LUMP| 86000.00000 86000.00| 50000.00000 50000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION STR. NO.| | | 2 | | | 0006 201-02858 650.000 m | 8.00000 5200.00| 9.80000 6370.00| 17.25000 11212.50 DITCH CLEANING | | | 0007 201-52370 LUMP| 52000.00000 52000.00| 10913.10000 10913.10| 125000.00000 125000.00 CLEARING RIGHT OF WAY | | | 0008 202-01066 6060.000 m2 | 20.75000 125745.00| 28.00000 169680.00| 21.70000 131502.00 HYDRO DEMOLITION | | | 0009 202-02240 3359.600 m2 | 4.00000 13438.40| 7.80000 26204.88| 6.00000 20157.60 PAVEMENT, REMOVE | | | 0010 202-02241 2238.200 m | 10.50000 23501.10| 11.10000 24844.02| 6.60000 14772.12 GUARDRAIL, REMOVE | | | 0011 202-02271 5.000 EACH| 325.00000 1625.00| 551.60000 2758.00| 400.00000 2000.00 HEADWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-02273 428.600 m2 | 9.00000 3857.40| 14.40000 6171.84| 10.50000 4500.30 CENTER CURB, CONCRETE, REMOVE | | | 0013 202-02274 579.300 m | 24.25000 14048.03| 16.60000 9616.38| 12.50000 7241.25 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0014 202-51328 LUMP| 66500.00000 66500.00| 107766.69000 107766.69| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0015 202-51328 LUMP| 66500.00000 66500.00| 53520.72000 53520.72| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | 0016 202-51822 6060.000 m2 | 4.50000 27270.00| 6.00000 36360.00| 5.17000 31330.20 BRIDGE DECK OVERLAY, REMOVE | | | 0017 202-60820 37529.000 m2 | 1.15000 43158.35| 0.90000 33776.10| 0.81000 30398.49 SURFACE MILLING, ASPHALT | | | 0018 202-60822 3503.300 m2 | 1.70000 5955.61| 2.70000 9458.91| 1.69000 5920.58 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0019 202-62420 188.000 m | 16.60000 3120.80| 10.00000 1880.00| 4.65000 874.20 BRIDGE RAILING, REMOVE | | | 0020 202-78515 LUMP| 1500.00000 1500.00| 1579.00000 1579.00| 1500.00000 1500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0021 202-93763 106.000 EACH| 300.00000 31800.00| 315.80000 33474.80| 300.00000 31800.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0022 202-95579 4.000 EACH| 150.00000 600.00| 157.90000 631.60| 150.00000 600.00 SERVICE POINT, REMOVE | | | 0023 203-02000 3142.000 m3 | 19.00000 59698.00| 14.50000 45559.00| 13.20000 41474.40 EXCAVATION, COMMON | | | 0024 203-02070 1907.000 m3 | 22.00000 41954.00| 12.90000 24600.30| 20.89000 39837.23 BORROW | | | 0025 205-02224 870.000 m | 5.25000 4567.50| 5.70000 4959.00| 6.50000 5655.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0026 205-02236 1.000 EACH| 65.00000 65.00| 70.90000 70.90| 85.00000 85.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0027 211-02060 223.900 m3 | 18.00000 4030.20| 38.20000 8552.98| 11.61000 2599.48 B BORROW FOR STRUCTURE BACKFILL | | | 0028 211-06467 96.000 m3 | 26.20000 2515.20| 30.00000 2880.00| 18.98000 1822.08 AGGREGATE FOR END BENT BACKFILL | | | 0029 213-52830 2.000 m3 | 176.00000 352.00| 100.00000 200.00| 600.00000 1200.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 303-52308 9420.000 Mg | 14.35000 135177.00| 8.70000 81954.00| 14.45000 136119.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0031 303-60900 142.000 Mg | 17.30000 2456.60| 33.20000 4714.40| 14.45000 2051.90 COMPACTED AGGREGATE FOR BASE, 0 | | | 0032 304-06464 588.900 m3 | 28.70000 16901.43| 19.00000 11189.10| 28.80000 16960.32 SUBBASE FOR PCCP | | | 0033 305-05204 1.000 Mg | 300.00000 300.00| 472.30000 472.30| 525.00000 525.00 HMA FOR PATCHING | | | 0034 311-06465 41670.400 m2 | 0.18000 7500.67| 1.80000 75006.72| 0.20000 8334.08 PCCP CRACKING AND SEATING | | | 0035 401-05437 414.300 Mg | 33.15000 13734.05| 39.90000 16530.57| 44.35000 18374.21 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0036 401-05455 13030.200 Mg | 33.50000 436511.70| 31.50000 410451.30| 35.00000 456057.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0037 401-05456 6126.300 Mg | 39.00000 238925.70| 40.60000 248727.78| 45.00000 275683.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0038 401-05459 1736.600 Mg | 33.15000 57568.29| 31.70000 55050.22| 35.25000 61215.15 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0039 401-05463 5078.500 Mg | 33.50000 170129.75| 32.40000 164543.40| 36.00000 182826.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0040 401-05464 1747.200 Mg | 39.00000 68140.80| 41.50000 72508.80| 46.10000 80545.92 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0041 401-05467 2041.000 m | 3.40000 6939.40| 3.70000 7551.70| 3.43000 7000.63 MILLED HMA CORRUGATIONS | | | 0042 401-06264 LUMP| 2200.00000 2200.00| 4966.00000 4966.00| 7500.00000 7500.00 PROFILOGRAPH, HMA | | | 0043 402-05470 248.000 Mg | 32.00000 7936.00| 54.70000 13565.60| 60.75000 15066.00 HMA BASE C25.0 mm, MAINLINE | | | 0044 406-05520 61.800 Mg | 340.00000 21012.00| 202.30000 12502.14| 225.00000 13905.00 ASPHALT FOR TACK COAT | | | 0045 501-05094 392.000 m2 | 65.00000 25480.00| 65.00000 25480.00| 54.95000 21540.40 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 350 mm | | | 0046 501-05310 32.000 m | 325.00000 10400.00| 150.00000 4800.00| 310.00000 9920.00 TERMINAL JOINT | | | 0047 502-06331 3312.800 m2 | 46.60000 154376.48| 51.70000 171271.76| 46.00000 152388.80 PCCP, 350 mm | | | 0048 503-05240 535.500 m | 32.00000 17136.00| 30.10000 16118.55| 28.25000 15127.88 D-1 CONTRACTION JOINT | | | 0049 506-06333 267.200 m2 | 110.00000 29392.00| 109.00000 29124.80| 250.00000 66800.00 PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 601-01115 23.000 m | 120.00000 2760.00| 125.80000 2893.40| 94.00000 2162.00 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0051 601-01522 19.000 EACH| 1150.00000 21850.00| 1210.50000 22999.50| 1300.00000 24700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0052 601-01867 1.000 EACH| 1150.00000 1150.00| 1210.50000 1210.50| 1550.00000 1550.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0053 601-04746 3.000 EACH| 5700.00000 17100.00| 6000.00000 18000.00| 5700.00000 17100.00 ENERGY ABSORBING TERMINAL, CZ | | | 0054 601-06035 61.000 m | 65.50000 3995.50| 69.00000 4209.00| 38.00000 2318.00 GUARDRAIL, RESET | | | 0055 601-94689 8.000 EACH| 3150.00000 25200.00| 3315.80000 26526.40| 3500.00000 28000.00 GUARDRAIL END TREATMENT, OS | | | 0056 601-94690 7.000 EACH| 3150.00000 22050.00| 3315.80000 23210.60| 3500.00000 24500.00 GUARDRAIL END TREATMENT, MS | | | 0057 601-97774 1.000 EACH| 2150.00000 2150.00| 2263.20000 2263.20| 2250.00000 2250.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0058 601-97803 1.000 EACH| 2150.00000 2150.00| 2263.20000 2263.20| 2250.00000 2250.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0059 601-99105 2102.000 m | 31.50000 66213.00| 33.20000 69786.40| 35.00000 73570.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0060 601-99106 46.000 m | 60.00000 2760.00| 62.60000 2879.60| 62.00000 2852.00 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0061 601-99132 2.000 EACH| 150.00000 300.00| 157.90000 315.80| 65.00000 130.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0062 602-06639 110.000 m | 56.00000 6160.00| 55.00000 6050.00| 23.70000 2607.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0063 602-06646 2722.000 m | 39.00000 106158.00| 55.00000 149710.00| 28.23000 76842.06 TEMPORARY CONCRETE BARRIER | | | 0064 602-06729 280.000 EACH| 5.00000 1400.00| 30.00000 8400.00| 8.10000 2268.00 BARRIER DELINEATOR | | | 0065 603-06040 174.000 m | 30.00000 5220.00| 31.60000 5498.40| 37.20000 6472.80 FENCE, FARM FIELD, 1190 mm | | | 0066 605-06090 579.300 m | 63.00000 36495.90| 40.30000 23345.79| 62.90000 36437.97 CURB, INTEGRAL, CONCRETE | | | 0067 605-06250 1080.100 m2 | 54.20000 58541.42| 56.50000 61025.65| 54.20000 58541.42 CENTER CURB, C, CONCRETE | | | 0068 607-90826 2.000 EACH| 756.00000 1512.00| 573.20000 1146.40| 325.00000 650.00 GUTTER TURNOUT, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 607-98211 2.000 m2 | 50.00000 100.00| 322.40000 644.80| 50.00000 100.00 GUTTER TURNOUT, REMOVE | | | 0070 610-05527 1684.300 Mg | 35.00000 58950.50| 26.90000 45307.67| 30.00000 50529.00 HMA FOR APPROACHES | | | 0071 610-06257 522.000 m2 | 49.00000 25578.00| 50.00000 26100.00| 36.81000 19214.82 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0072 611-52817 1.000 EACH| 20000.00000 20000.00| 45856.50000 45856.50| 25000.00000 25000.00 TEMPORARY CROSSOVER, B | | | 0073 616-02320 365.000 m2 | 2.50000 912.50| 3.10000 1131.50| 1.50000 547.50 GEOTEXTILES | | | 0074 616-06396 46.000 Mg | 44.00000 2024.00| 44.70000 2056.20| 30.00000 1380.00 RIPRAP | | | 0075 616-06405 32.000 Mg | 44.00000 1408.00| 44.70000 1430.40| 30.00000 960.00 RIPRAP, REVETMENT | | | 0076 616-93772 2.000 EACH| 166.00000 332.00| 75.00000 150.00| 200.00000 400.00 INSPECTION HOLE | | | 0077 619-04414 40.000 EACH| 140.00000 5600.00| 100.00000 4000.00| 250.00000 10000.00 DRAIN EXTENSION | | | 0078 621-01004 2.000 EACH| 800.00000 1600.00| 842.10000 1684.20| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-06545 3.600 Mg | 400.00000 1440.00| 421.10000 1515.96| 400.00000 1440.00 FERTILIZER | | | 0080 621-06548 45.000 kg | 41.00000 1845.00| 43.20000 1944.00| 41.00000 1845.00 SEED MIXTURE, CV | | | 0081 621-06553 668.000 kg | 6.60000 4408.80| 7.00000 4676.00| 6.60000 4408.80 SEED MIXTURE, R | | | 0082 621-06565 18.000 Mg | 440.00000 7920.00| 463.20000 8337.60| 440.00000 7920.00 MULCHING MATERIAL | | | 0083 621-06574 308.000 m2 | 10.00000 3080.00| 10.50000 3234.00| 10.00000 3080.00 SODDING | | | 0084 701-03753 556.000 m | 124.00000 68944.00| 100.00000 55600.00| 100.00000 55600.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0086 702-51005 69.200 m3 | 800.00000 55360.00| 900.00000 62280.00| 600.00000 41520.00 CONCRETE, A, SUBSTRUCTURE | | | 0088 702-51015 36.800 m3 | 800.00000 29440.00| 300.00000 11040.00| 600.00000 22080.00 CONCRETE, B, FOOTINGS | | | 0089 702-51863 330.000 EACH| 8.00000 2640.00| 10.00000 3300.00| 9.25000 3052.50 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 702-92857 109.100 m3 | 800.00000 87280.00| 450.00000 49095.00| 600.00000 65460.00 CONCRETE, C, SUBSTRUCTURE | | | 0091 703-06493 32496.000 kg | 2.65000 86114.40| 3.00000 97488.00| 2.57000 83514.72 REINFORCING STEEL, STAINLESS STEEL CLAD | | | 0092 703-51030 17438.000 kg | 1.35000 23541.30| 1.45000 25285.10| 1.48000 25808.24 REINFORCING STEEL | | | 0093 703-51032 51275.000 kg | 1.50000 76912.50| 1.55000 79476.25| 1.61000 82552.75 REINFORCING STEEL, EPOXY COATED | | | 0094 703-97936 310.000 EACH| 14.50000 4495.00| 10.00000 3100.00| 16.77000 5198.70 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0095 704-51002 429.000 m3 | 475.00000 203775.00| 575.00000 246675.00| 600.00000 257400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0096 706-05732 8.000 EACH| 1025.00000 8200.00| 1000.00000 8000.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0097 706-51025 274.000 m | 130.00000 35620.00| 145.00000 39730.00| 122.00000 33428.00 CONCRETE, C, RAILING | | | 0098 708-51813 80.000 m2 | 500.00000 40000.00| 825.00000 66000.00| 375.00000 30000.00 PNEUMATICALLY PLACED MORTAR | | | 0099 709-51821 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 8000.00000 8000.00 SURFACE SEAL , STR. NO. 1 | | | 0100 709-51821 LUMP| 15150.00000 15150.00| 23000.00000 23000.00| 15135.00000 15135.00 SURFACE SEAL , STR. NO. 2 | | | 0101 710-51864 108.000 EACH| 26.00000 2808.00| 20.00000 2160.00| 19.25000 2079.00 FIELD DRILLED HOLE | | | 0102 711-51038 LUMP| 50000.00000 50000.00| 85000.00000 85000.00| 75000.00000 75000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0103 713-51820 LUMP| 46200.00000 46200.00| 15000.00000 15000.00| 45000.00000 45000.00 TEMPORARY SUPPORT , STR. NO. 1 | | | 0104 715-02397 1.000 EACH| 1430.00000 1430.00| 2105.30000 2105.30| 1300.00000 1300.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0105 715-02398 2.000 EACH| 1890.00000 3780.00| 2526.30000 5052.60| 1700.00000 3400.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0106 715-04857 4.000 EACH| 776.00000 3104.00| 1052.60000 4210.40| 450.00000 1800.00 SAFETY METAL END SECTION, 6:1, 450mm | | | 0107 715-04857 2.000 EACH| 1090.00000 2180.00| 1421.10000 2842.20| 675.00000 1350.00 SAFETY METAL END SECTION, 6:1, 610mm | | | 0108 715-04857 3.000 EACH| 720.00000 2160.00| 789.50000 2368.50| 350.00000 1050.00 SAFETY METAL END SECTION, 6:1,375mm | | | 0109 715-05048 920.000 m | 9.00000 8280.00| 9.50000 8740.00| 9.00000 8280.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0110 715-05053 886.300 m | 25.00000 22157.50| 26.30000 23309.69| 25.00000 22157.50 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 715-05123 1.200 m | 400.00000 480.00| 105.30000 126.36| 250.00000 300.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0112 715-05149 32.000 m | 87.00000 2784.00| 70.50000 2256.00| 87.00000 2784.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0113 715-05203 8378.000 m | 3.80000 31836.40| 4.00000 33512.00| 3.80000 31836.40 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0114 715-05407 80.000 m | 25.00000 2000.00| 39.00000 3120.00| 16.75000 1340.00 PIPE, END BENT DRAIN, 150 mm | | | 0115 715-05422 1037.000 m | 211.55000 219377.35| 125.00000 129625.00| 211.25000 219066.25 PIPE, SLOTTED DRAIN, 300 mm | | | 0116 715-26769 1.000 EACH| 2075.00000 2075.00| 5157.90000 5157.90| 2275.00000 2275.00 GRATED BOX END SECTION, I, 2:1, 600 mm | | | 0117 715-46000 8.000 EACH| 335.00000 2680.00| 1157.90000 9263.20| 115.00000 920.00 PIPE END SECTION, 300 mm | | | 0118 718-06528 98.000 EACH| 600.00000 58800.00| 342.10000 33525.80| 600.00000 58800.00 OUTLET PROTECTOR, 1 | | | 0119 718-52610 1448.400 m3 | 30.00000 43452.00| 31.60000 45769.44| 30.00000 43452.00 AGGREGATE FOR UNDERDRAINS | | | 0120 720-01355 18.000 EACH| 250.00000 4500.00| 157.90000 2842.20| 100.00000 1800.00 CLEAN EXISTING INLET | | | 0121 720-44000 11.000 EACH| 270.00000 2970.00| 263.20000 2895.20| 150.00000 1650.00 CASTING, ADJUST TO GRADE | | | 0122 720-44296 19.000 EACH| 165.00000 3135.00| 263.20000 5000.80| 130.00000 2470.00 CAP INLET | | | 0123 720-45070 1.000 EACH| 1875.00000 1875.00| 1368.40000 1368.40| 1200.00000 1200.00 INLET, P12A | | | 0124 722-51401 500.000 m2 | 336.00000 168000.00| 175.00000 87500.00| 100.00000 50000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0125 722-51846 47.800 m3 | 395.00000 18881.00| 395.00000 18881.00| 395.00000 18881.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0126 722-51852 617.000 m2 | 19.00000 11723.00| 75.00000 46275.00| 10.00000 6170.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0127 724-51925 78.000 m | 377.00000 29406.00| 300.00000 23400.00| 325.00000 25350.00 STRUCTURAL EXPANSION JOINT, SS | | | 0128 729-51875 10.000 m2 | 375.00000 3750.00| 338.11000 3381.10| 375.00000 3750.00 CONCRETE, A, PATCHING | | | 0129 801-03290 5.000 EACH| 125.00000 625.00| 368.40000 1842.00| 125.00000 625.00 CONSTRUCTION SIGN, C | | | 0130 801-04308 6.000 EACH| 345.00000 2070.00| 298.40000 1790.40| 345.00000 2070.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0131 801-06198 1.000 DAY | 1100.00000 1100.00| 975.60000 975.60| 800.00000 800.00 PATROLLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 801-06203 25573.000 m | 0.25000 6393.25| 0.50000 12786.50| 0.24000 6137.52 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0133 801-06207 2954.000 m | 3.00000 8862.00| 3.00000 8862.00| 2.95000 8714.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0134 801-06605 17.000 EACH| 95.00000 1615.00| 210.00000 3570.00| 95.00000 1615.00 BARRICADE, IIIA | | | 0135 801-06606 5.000 EACH| 135.00000 675.00| 254.20000 1271.00| 135.00000 675.00 BARRICADE, IIIB | | | 0136 801-06625 30.000 EACH| 95.00000 2850.00| 77.40000 2322.00| 95.00000 2850.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0137 801-06640 37.000 EACH| 95.00000 3515.00| 122.10000 4517.70| 95.00000 3515.00 CONSTRUCTION SIGN, A | | | 0138 801-06645 1.000 EACH| 50.00000 50.00| 204.70000 204.70| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0139 801-06710 720.000 DAY | 12.00000 8640.00| 16.80000 12096.00| 12.00000 8640.00 FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 20000.00000 20000.00| 18534.70000 18534.70| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0141 801-09133 5.000 EACH| 6500.00000 32500.00| 6842.10000 34210.50| 6500.00000 32500.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0142 802-01946 62.400 m | 33.00000 2059.20| 33.70000 2102.88| 32.80000 2046.72 SIGN POST, WOOD, 150 mm X 200 mm | | | 0143 802-02293 1.000 m3 | 480.00000 480.00| 505.30000 505.30| 480.00000 480.00 CONCRETE, SIGN FOUNDATION | | | 0144 802-76015 66.400 m2 | 193.00000 12815.20| 203.20000 13492.48| 193.00000 12815.20 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0145 802-76035 3.240 m2 | 140.00000 453.60| 147.40000 477.58| 140.00000 453.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0146 803-02310 539.000 kg | 3.30000 1778.70| 3.50000 1886.50| 3.30000 1778.70 REINFORCING STEEL, SIGN FOUNDATION | | | 0147 803-94494 1.000 EACH| 2000.00000 2000.00| 2105.30000 2105.30| 2000.00000 2000.00 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0148 805-01815 4.000 EACH| 1800.00000 7200.00| 1894.70000 7578.80| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0149 805-01842 3.000 EACH| 550.00000 1650.00| 579.00000 1737.00| 550.00000 1650.00 HANDHOLE, SIGNAL | | | 0150 805-06592 601.000 m | 33.00000 19833.00| 34.50000 20734.50| 32.80000 19712.80 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0151 805-78100 1.000 EACH| 6800.00000 6800.00| 7179.00000 7179.00| 6820.00000 6820.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 805-78205 8.000 EACH| 400.00000 3200.00| 421.10000 3368.80| 400.00000 3200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0153 805-78415 3.000 EACH| 1000.00000 3000.00| 1052.60000 3157.80| 1000.00000 3000.00 SPAN, CATENARY, AND TETHER | | | 0154 805-78420 3.000 EACH| 250.00000 750.00| 263.20000 789.60| 250.00000 750.00 DISCONNECT HANGER | | | 0155 805-78445 1.000 EACH| 450.00000 450.00| 473.70000 473.70| 450.00000 450.00 SIGNAL SERVICE | | | 0156 805-78470 576.000 m | 0.90000 518.40| 1.00000 576.00| 0.90000 518.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0157 805-78485 68.000 m | 3.30000 224.40| 3.50000 238.00| 3.28000 223.04 SIGNAL CABLE, 5C 14GA. | | | 0158 805-78490 207.000 m | 3.60000 745.20| 3.80000 786.60| 3.60000 745.20 SIGNAL CABLE, 7C 14GA. | | | 0159 805-78510 762.000 m | 2.00000 1524.00| 2.10000 1600.20| 1.97000 1501.14 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0160 805-78785 7.000 EACH| 400.00000 2800.00| 421.10000 2947.70| 400.00000 2800.00 SIGNAL DETECTOR HOUSING | | | 0161 805-78795 144.000 m | 29.50000 4248.00| 31.10000 4478.40| 29.52000 4250.88 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0162 805-81060 4.000 EACH| 4000.00000 16000.00| 4210.50000 16842.00| 4000.00000 16000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0163 805-86810 5.000 EACH| 2500.00000 12500.00| 2631.60000 13158.00| 2500.00000 12500.00 SERVICE POINT, II | | | 0164 805-86820 17.000 EACH| 750.00000 12750.00| 789.50000 13421.50| 750.00000 12750.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0165 805-86889 1800.000 m | 1.65000 2970.00| 1.70000 3060.00| 1.64000 2952.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0166 805-86920 188.000 EACH| 20.00000 3760.00| 21.10000 3966.80| 20.00000 3760.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0167 805-86925 24.000 EACH| 30.00000 720.00| 31.60000 758.40| 30.00000 720.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0168 805-86930 76.000 EACH| 15.00000 1140.00| 15.80000 1200.80| 15.00000 1140.00 INSULATING LINK, NOT WATERPROOFED | | | 0169 805-86935 24.000 EACH| 25.00000 600.00| 26.30000 631.20| 25.00000 600.00 INSULATING LINK, WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 805-86955 28.000 EACH| 40.00000 1120.00| 42.10000 1178.80| 40.00000 1120.00 CABLE DUCT MARKER | | | 0171 805-92504 10.000 EACH| 175.00000 1750.00| 184.20000 1842.00| 175.00000 1750.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0172 805-96014 83.000 m | 180.00000 14940.00| 47.40000 3934.20| 45.00000 3735.00 SAW CUT, FULL DEPTH | | | 0173 805-98335 8650.000 m | 11.50000 99475.00| 12.10000 104665.00| 11.48000 99302.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0174 805-98336 350.000 m | 11.50000 4025.00| 12.10000 4235.00| 11.48000 4018.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0175 807-04309 1.000 EACH| 2500.00000 2500.00| 2631.60000 2631.60| 2500.00000 2500.00 PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0176 807-06663 3.000 EACH| 9800.00000 29400.00| 10315.80000 30947.40| 9800.00000 29400.00 CONCRETE FOUNDATIOON WITH GROUNDING, | | | 1525 mm DIA. X 8230 mm | | | 0177 807-78590 6.000 EACH| 550.00000 3300.00| 579.00000 3474.00| 550.00000 3300.00 HANDHOLE | | | 0178 807-82054 2.000 EACH| 2000.00000 4000.00| 2105.30000 4210.60| 2000.00000 4000.00 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0179 807-82058 2.000 EACH| 3800.00000 7600.00| 4000.00000 8000.00| 3800.00000 7600.00 UNDERPASS CIRCUIT INSTALLATION, 8 | | | LUMINAIRES | | | 0180 807-82400 6.000 EACH| 14200.00000 85200.00| 14947.40000 89684.40| 14200.00000 85200.00 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0181 807-84752 19.000 EACH| 1115.00000 21185.00| 1173.70000 22300.30| 1115.00000 21185.00 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0182 807-84804 31.000 EACH| 1170.00000 36270.00| 1231.60000 38179.60| 1170.00000 36270.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0183 807-86620 50.000 EACH| 200.00000 10000.00| 192.60000 9630.00| 200.00000 10000.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0184 807-86665 72.000 EACH| 650.00000 46800.00| 684.20000 49262.40| 650.00000 46800.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0185 807-86750 24.000 EACH| 450.00000 10800.00| 473.70000 11368.80| 450.00000 10800.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 807-86830 3.000 EACH| 5000.00000 15000.00| 5263.20000 15789.60| 5000.00000 15000.00 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0187 807-86910 65.000 EACH| 25.00000 1625.00| 26.30000 1709.50| 25.00000 1625.00 CONNECTOR KIT, UNFUSED | | | 0188 807-86915 80.000 EACH| 28.00000 2240.00| 29.50000 2360.00| 28.00000 2240.00 CONNECTOR KIT, FUSED | | | 0189 807-86950 80.000 EACH| 30.00000 2400.00| 31.60000 2528.00| 30.00000 2400.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0190 807-97619 6.000 EACH| 8500.00000 51000.00| 8947.40000 53684.40| 8500.00000 51000.00 HIGH MAST TOWER, RETROFIT | | | 0191 808-01045 28.000 m | 8.00000 224.00| 0.80000 22.40| 7.95000 222.60 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0192 808-03631 1096.000 m | 2.05000 2246.80| 3.50000 3836.00| 2.05000 2246.80 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0193 808-03632 1096.000 m | 2.05000 2246.80| 3.50000 3836.00| 2.05000 2246.80 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0194 808-06702 1986.000 m | 1.00000 1986.00| 1.00000 1986.00| 0.98000 1946.28 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0195 808-06703 11157.000 m | 0.80000 8925.60| 0.80000 8925.60| 0.78000 8702.46 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0196 808-06705 2265.000 m | 1.55000 3510.75| 3.40000 7701.00| 1.56000 3533.40 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0197 808-06716 3733.000 m | 0.80000 2986.40| 1.70000 6346.10| 0.80000 2986.40 LINE, REMOVE | | | 0198 808-74811 295.000 m | 2.55000 752.25| 4.30000 1268.50| 2.55000 752.25 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0199 808-75245 9707.000 m | 0.80000 7765.60| 0.80000 7765.60| 0.78000 7571.46 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0200 808-75272 292.000 m | 11.00000 3212.00| 5.00000 1460.00| 10.95000 3197.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0201 808-75297 88.000 m | 11.00000 968.00| 10.00000 880.00| 10.95000 963.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0202 808-75320 9.000 EACH| 55.00000 495.00| 47.90000 431.10| 55.00000 495.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 808-75325 5.000 EACH| 75.00000 375.00| 71.10000 355.50| 75.00000 375.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0204 808-75996 932.000 EACH| 3.15000 2935.80| 4.00000 3728.00| 3.15000 2935.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0205 808-75998 932.000 EACH| 23.00000 21436.00| 23.70000 22088.40| 23.00000 21436.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0206 808-95638 1154.000 m2 | 2.05000 2365.70| 2.50000 2885.00| 2.05000 2365.70 CENTER CURB PAINTING | | | 0207 808-98796 134.000 m | 8.00000 1072.00| 0.80000 107.20| 7.95000 1065.30 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0208 722-51842 6164.000 m2 | 37.20000 229300.80| 45.00000 277380.00| 43.26000 266654.64 BRIDGE DECK OVERLAY | | | 0209 202-02446 6.000 m | 250.00000 1500.00| 65.60000 393.60| 175.00000 1050.00 BRIDGE RAILING, CONCRETE, REMOVE | | | 0210 711-01784 1.000 EACH| 5000.00000 5000.00| 3000.00000 3000.00| 4500.00000 4500.00 PENCIL SANDBLASTING, GRINDING, AND NON | | | DESTRUCTIVE TESTING | | | 0211 711-91149 LUMP| 14500.00000 14500.00| 5000.00000 5000.00| 29500.00000 29500.00 STRAIGHTEN STEEL BEAM | | | 0212 726-92406 28.000 EACH| 625.00000 17500.00| 600.00000 16800.00| 730.00000 20440.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0213 801-05529 273.000 m | 15.15000 4135.95| 15.80000 4313.40| 30.15000 8230.95 TEMPORARY HMA DIVIDER | | | 0214 801-06586 562.000 m | 0.50000 281.00| 1.90000 1067.80| 0.48000 269.76 TEMPORARY PAVEMENT MARKING, 200 mm | | | 0215 808-06368 400.000 m | 3.00000 1200.00| 1.90000 760.00| 3.00000 1200.00 TRANSVERSE MARKING, REMOVE | | | 0216 108-01614 LUMP| 5650.00000 5650.00| 8184.80000 8184.80| 5650.00000 5650.00 PARTNERING OVERHEAD | | | SECTION TOTALS | $ 5,383,646.93| $ 5,387,493.91| $ 5,552,601.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,383,646.93| $ 5,387,493.91| $ 5,552,601.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-01925 9.000 MOS | 2383.58000 21452.22| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 304470.45000 304470.45| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 275000.00000 275000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0005 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION STR. NO.| | | 2 | | | 0006 201-02858 650.000 m | 8.65000 5622.50| | DITCH CLEANING | | | 0007 201-52370 LUMP| 30000.00000 30000.00| | CLEARING RIGHT OF WAY | | | 0008 202-01066 6060.000 m2 | 16.14000 97808.40| | HYDRO DEMOLITION | | | 0009 202-02240 3359.600 m2 | 6.65000 22341.34| | PAVEMENT, REMOVE | | | 0010 202-02241 2238.200 m | 6.60000 14772.12| | GUARDRAIL, REMOVE | | | 0011 202-02271 5.000 EACH| 1500.00000 7500.00| | HEADWALL, REMOVE | | | 0012 202-02273 428.600 m2 | 23.42000 10037.81| | CENTER CURB, CONCRETE, REMOVE | | | 0013 202-02274 579.300 m | 15.00000 8689.50| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0014 202-51328 LUMP| 75000.00000 75000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0015 202-51328 LUMP| 70000.00000 70000.00| | PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | 0016 202-51822 6060.000 m2 | 3.19000 19331.40| | BRIDGE DECK OVERLAY, REMOVE | | | 0017 202-60820 37529.000 m2 | 0.59000 22142.11| | SURFACE MILLING, ASPHALT | | | 0018 202-60822 3503.300 m2 | 0.69000 2417.28| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-62420 188.000 m | 7.30000 1372.40| | BRIDGE RAILING, REMOVE | | | 0020 202-78515 LUMP| 1500.00000 1500.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0021 202-93763 106.000 EACH| 407.34000 43178.04| | LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0022 202-95579 4.000 EACH| 150.00000 600.00| | SERVICE POINT, REMOVE | | | 0023 203-02000 3142.000 m3 | 12.00000 37704.00| | EXCAVATION, COMMON | | | 0024 203-02070 1907.000 m3 | 5.45000 10393.15| | BORROW | | | 0025 205-02224 870.000 m | 6.43000 5594.10| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0026 205-02236 1.000 EACH| 72.30000 72.30| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0027 211-02060 223.900 m3 | 25.20000 5642.28| | B BORROW FOR STRUCTURE BACKFILL | | | 0028 211-06467 96.000 m3 | 28.00000 2688.00| | AGGREGATE FOR END BENT BACKFILL | | | 0029 213-52830 2.000 m3 | 2000.00000 4000.00| | FLOWABLE MORTAR | | | 0030 303-52308 9420.000 Mg | 10.65000 100323.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0031 303-60900 142.000 Mg | 15.00000 2130.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0032 304-06464 588.900 m3 | 36.56000 21530.18| | SUBBASE FOR PCCP | | | 0033 305-05204 1.000 Mg | 1200.00000 1200.00| | HMA FOR PATCHING | | | 0034 311-06465 41670.400 m2 | 0.22000 9167.49| | PCCP CRACKING AND SEATING | | | 0035 401-05437 414.300 Mg | 42.00000 17400.60| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0036 401-05455 13030.200 Mg | 31.51000 410581.60| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0037 401-05456 6126.300 Mg | 38.90000 238313.07| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0038 401-05459 1736.600 Mg | 34.03000 59096.50| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 401-05463 5078.500 Mg | 34.91000 177290.44| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0040 401-05464 1747.200 Mg | 39.44000 68909.57| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0041 401-05467 2041.000 m | 1.59000 3245.19| | MILLED HMA CORRUGATIONS | | | 0042 401-06264 LUMP| 6500.00000 6500.00| | PROFILOGRAPH, HMA | | | 0043 402-05470 248.000 Mg | 32.40000 8035.20| | HMA BASE C25.0 mm, MAINLINE | | | 0044 406-05520 61.800 Mg | 225.00000 13905.00| | ASPHALT FOR TACK COAT | | | 0045 501-05094 392.000 m2 | 60.87000 23861.04| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 350 mm | | | 0046 501-05310 32.000 m | 810.00000 25920.00| | TERMINAL JOINT | | | 0047 502-06331 3312.800 m2 | 49.00000 162327.20| | PCCP, 350 mm | | | 0048 503-05240 535.500 m | 24.61000 13178.66| | D-1 CONTRACTION JOINT | | | 0049 506-06333 267.200 m2 | 96.06000 25667.23| | PCCP PATCHING, FULL DEPTH | | | 0050 601-01115 23.000 m | 94.00000 2162.00| | GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0051 601-01522 19.000 EACH| 1300.00000 24700.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0052 601-01867 1.000 EACH| 1550.00000 1550.00| | GUARDRAIL TRANSITION, TGB RETROFIT | | | 0053 601-04746 3.000 EACH| 9000.00000 27000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0054 601-06035 61.000 m | 38.00000 2318.00| | GUARDRAIL, RESET | | | 0055 601-94689 8.000 EACH| 3500.00000 28000.00| | GUARDRAIL END TREATMENT, OS | | | 0056 601-94690 7.000 EACH| 3500.00000 24500.00| | GUARDRAIL END TREATMENT, MS | | | 0057 601-97774 1.000 EACH| 2250.00000 2250.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0058 601-97803 1.000 EACH| 2250.00000 2250.00| | GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 601-99105 2102.000 m | 35.00000 73570.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0060 601-99106 46.000 m | 62.00000 2852.00| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0061 601-99132 2.000 EACH| 65.00000 130.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0062 602-06639 110.000 m | 125.00000 13750.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0063 602-06646 2722.000 m | 60.00000 163320.00| | TEMPORARY CONCRETE BARRIER | | | 0064 602-06729 280.000 EACH| 5.98000 1674.40| | BARRIER DELINEATOR | | | 0065 603-06040 174.000 m | 30.00000 5220.00| | FENCE, FARM FIELD, 1190 mm | | | 0066 605-06090 579.300 m | 32.75000 18972.08| | CURB, INTEGRAL, CONCRETE | | | 0067 605-06250 1080.100 m2 | 66.00000 71286.60| | CENTER CURB, C, CONCRETE | | | 0068 607-90826 2.000 EACH| 634.00000 1268.00| | GUTTER TURNOUT, CONCRETE | | | 0069 607-98211 2.000 m2 | 110.00000 220.00| | GUTTER TURNOUT, REMOVE | | | 0070 610-05527 1684.300 Mg | 37.69000 63481.27| | HMA FOR APPROACHES | | | 0071 610-06257 522.000 m2 | 44.25000 23098.50| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0072 611-52817 1.000 EACH| 22775.00000 22775.00| | TEMPORARY CROSSOVER, B | | | 0073 616-02320 365.000 m2 | 2.50000 912.50| | GEOTEXTILES | | | 0074 616-06396 46.000 Mg | 52.50000 2415.00| | RIPRAP | | | 0075 616-06405 32.000 Mg | 52.50000 1680.00| | RIPRAP, REVETMENT | | | 0076 616-93772 2.000 EACH| 500.00000 1000.00| | INSPECTION HOLE | | | 0077 619-04414 40.000 EACH| 163.82000 6552.80| | DRAIN EXTENSION | | | 0078 621-01004 2.000 EACH| 475.00000 950.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 621-06545 3.600 Mg | 400.00000 1440.00| | FERTILIZER | | | 0080 621-06548 45.000 kg | 40.00000 1800.00| | SEED MIXTURE, CV | | | 0081 621-06553 668.000 kg | 5.50000 3674.00| | SEED MIXTURE, R | | | 0082 621-06565 18.000 Mg | 435.00000 7830.00| | MULCHING MATERIAL | | | 0083 621-06574 308.000 m2 | 4.07000 1253.56| | SODDING | | | 0084 701-03753 556.000 m | 140.00000 77840.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0086 702-51005 69.200 m3 | 850.00000 58820.00| | CONCRETE, A, SUBSTRUCTURE | | | 0088 702-51015 36.800 m3 | 410.00000 15088.00| | CONCRETE, B, FOOTINGS | | | 0089 702-51863 330.000 EACH| 7.79000 2570.70| | FIELD DRILLED HOLE IN CONCRETE | | | 0090 702-92857 109.100 m3 | 600.00000 65460.00| | CONCRETE, C, SUBSTRUCTURE | | | 0091 703-06493 32496.000 kg | 2.53000 82214.88| | REINFORCING STEEL, STAINLESS STEEL CLAD | | | 0092 703-51030 17438.000 kg | 1.19000 20751.22| | REINFORCING STEEL | | | 0093 703-51032 51275.000 kg | 1.33000 68195.75| | REINFORCING STEEL, EPOXY COATED | | | 0094 703-97936 310.000 EACH| 20.84000 6460.40| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0095 704-51002 429.000 m3 | 700.00000 300300.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0096 706-05732 8.000 EACH| 1451.49000 11611.92| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0097 706-51025 274.000 m | 10.00000 2740.00| | CONCRETE, C, RAILING | | | 0098 708-51813 80.000 m2 | 400.00000 32000.00| | PNEUMATICALLY PLACED MORTAR | | | 0099 709-51821 LUMP| 7964.00000 7964.00| | SURFACE SEAL , STR. NO. 1 | | | 0100 709-51821 LUMP| 15135.00000 15135.00| | SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 710-51864 108.000 EACH| 26.00000 2808.00| | FIELD DRILLED HOLE | | | 0102 711-51038 LUMP| 135000.00000 135000.00| | STRUCTURAL STEEL , STR. NO. 1 | | | 0103 713-51820 LUMP| 40000.00000 40000.00| | TEMPORARY SUPPORT , STR. NO. 1 | | | 0104 715-02397 1.000 EACH| 1263.45000 1263.45| | SAFETY METAL END SECTION, 4:1, 900 mm | | | 0105 715-02398 2.000 EACH| 1766.00000 3532.00| | SAFETY METAL END SECTION, 6:1, 900 mm | | | 0106 715-04857 4.000 EACH| 545.00000 2180.00| | SAFETY METAL END SECTION, 6:1, 450mm | | | 0107 715-04857 2.000 EACH| 892.00000 1784.00| | SAFETY METAL END SECTION, 6:1, 610mm | | | 0108 715-04857 3.000 EACH| 485.00000 1455.00| | SAFETY METAL END SECTION, 6:1,375mm | | | 0109 715-05048 920.000 m | 8.11000 7461.20| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0110 715-05053 886.300 m | 39.40000 34920.22| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0111 715-05123 1.200 m | 345.80000 414.96| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0112 715-05149 32.000 m | 38.00000 1216.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0113 715-05203 8378.000 m | 5.55000 46497.90| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0114 715-05407 80.000 m | 20.00000 1600.00| | PIPE, END BENT DRAIN, 150 mm | | | 0115 715-05422 1037.000 m | 168.48000 174713.76| | PIPE, SLOTTED DRAIN, 300 mm | | | 0116 715-26769 1.000 EACH| 3214.00000 3214.00| | GRATED BOX END SECTION, I, 2:1, 600 mm | | | 0117 715-46000 8.000 EACH| 149.00000 1192.00| | PIPE END SECTION, 300 mm | | | 0118 718-06528 98.000 EACH| 425.00000 41650.00| | OUTLET PROTECTOR, 1 | | | 0119 718-52610 1448.400 m3 | 17.00000 24622.80| | AGGREGATE FOR UNDERDRAINS | | | 0120 720-01355 18.000 EACH| 200.00000 3600.00| | CLEAN EXISTING INLET | | | 0121 720-44000 11.000 EACH| 250.00000 2750.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 720-44296 19.000 EACH| 200.00000 3800.00| | CAP INLET | | | 0123 720-45070 1.000 EACH| 1400.00000 1400.00| | INLET, P12A | | | 0124 722-51401 500.000 m2 | 382.57000 191285.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0125 722-51846 47.800 m3 | 395.00000 18881.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0126 722-51852 617.000 m2 | 90.49000 55832.33| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0127 724-51925 78.000 m | 234.29000 18274.62| | STRUCTURAL EXPANSION JOINT, SS | | | 0128 729-51875 10.000 m2 | 612.24000 6122.40| | CONCRETE, A, PATCHING | | | 0129 801-03290 5.000 EACH| 144.67000 723.35| | CONSTRUCTION SIGN, C | | | 0130 801-04308 6.000 EACH| 399.29000 2395.74| | ROAD CLOSURE SIGN ASSEMBLY | | | 0131 801-06198 1.000 DAY | 3090.00000 3090.00| | PATROLLER | | | 0132 801-06203 25573.000 m | 0.28000 7160.44| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0133 801-06207 2954.000 m | 3.41000 10073.14| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0134 801-06605 17.000 EACH| 109.95000 1869.15| | BARRICADE, IIIA | | | 0135 801-06606 5.000 EACH| 156.24000 781.20| | BARRICADE, IIIB | | | 0136 801-06625 30.000 EACH| 109.95000 3298.50| | DETOUR ROUTE MARKER ASSEMBLY | | | 0137 801-06640 37.000 EACH| 109.95000 4068.15| | CONSTRUCTION SIGN, A | | | 0138 801-06645 1.000 EACH| 57.86000 57.86| | CONSTRUCTION SIGN, B | | | 0139 801-06710 720.000 DAY | 13.89000 10000.80| | FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 61824.46000 61824.46| | MAINTAINING TRAFFIC | | | 0141 801-09133 5.000 EACH| 7522.78000 37613.90| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 802-01946 62.400 m | 32.80000 2046.72| | SIGN POST, WOOD, 150 mm X 200 mm | | | 0143 802-02293 1.000 m3 | 480.00000 480.00| | CONCRETE, SIGN FOUNDATION | | | 0144 802-76015 66.400 m2 | 193.00000 12815.20| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0145 802-76035 3.240 m2 | 140.00000 453.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0146 803-02310 539.000 kg | 3.30000 1778.70| | REINFORCING STEEL, SIGN FOUNDATION | | | 0147 803-94494 1.000 EACH| 2000.00000 2000.00| | SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0148 805-01815 4.000 EACH| 1800.00000 7200.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0149 805-01842 3.000 EACH| 550.00000 1650.00| | HANDHOLE, SIGNAL | | | 0150 805-06592 601.000 m | 32.80000 19712.80| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0151 805-78100 1.000 EACH| 6820.00000 6820.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0152 805-78205 8.000 EACH| 400.00000 3200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0153 805-78415 3.000 EACH| 1000.00000 3000.00| | SPAN, CATENARY, AND TETHER | | | 0154 805-78420 3.000 EACH| 250.00000 750.00| | DISCONNECT HANGER | | | 0155 805-78445 1.000 EACH| 450.00000 450.00| | SIGNAL SERVICE | | | 0156 805-78470 576.000 m | 0.90000 518.40| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0157 805-78485 68.000 m | 3.28000 223.04| | SIGNAL CABLE, 5C 14GA. | | | 0158 805-78490 207.000 m | 3.60000 745.20| | SIGNAL CABLE, 7C 14GA. | | | 0159 805-78510 762.000 m | 1.97000 1501.14| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0160 805-78785 7.000 EACH| 400.00000 2800.00| | SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 805-78795 144.000 m | 29.52000 4250.88| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0162 805-81060 4.000 EACH| 4000.00000 16000.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0163 805-86810 5.000 EACH| 2500.00000 12500.00| | SERVICE POINT, II | | | 0164 805-86820 17.000 EACH| 750.00000 12750.00| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0165 805-86889 1800.000 m | 1.64000 2952.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0166 805-86920 188.000 EACH| 20.00000 3760.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0167 805-86925 24.000 EACH| 30.00000 720.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0168 805-86930 76.000 EACH| 15.00000 1140.00| | INSULATING LINK, NOT WATERPROOFED | | | 0169 805-86935 24.000 EACH| 25.00000 600.00| | INSULATING LINK, WATERPROOFED | | | 0170 805-86955 28.000 EACH| 40.00000 1120.00| | CABLE DUCT MARKER | | | 0171 805-92504 10.000 EACH| 175.00000 1750.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0172 805-96014 83.000 m | 156.08000 12954.64| | SAW CUT, FULL DEPTH | | | 0173 805-98335 8650.000 m | 11.48000 99302.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0174 805-98336 350.000 m | 11.48000 4018.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0175 807-04309 1.000 EACH| 2500.00000 2500.00| | PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0176 807-06663 3.000 EACH| 9800.00000 29400.00| | CONCRETE FOUNDATIOON WITH GROUNDING, | | | 1525 mm DIA. X 8230 mm | | | 0177 807-78590 6.000 EACH| 550.00000 3300.00| | HANDHOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 807-82054 2.000 EACH| 2000.00000 4000.00| | UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0179 807-82058 2.000 EACH| 3800.00000 7600.00| | UNDERPASS CIRCUIT INSTALLATION, 8 | | | LUMINAIRES | | | 0180 807-82400 6.000 EACH| 14200.00000 85200.00| | LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0181 807-84752 19.000 EACH| 1115.00000 21185.00| | LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0182 807-84804 31.000 EACH| 1170.00000 36270.00| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0183 807-86620 50.000 EACH| 200.00000 10000.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0184 807-86665 72.000 EACH| 650.00000 46800.00| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0185 807-86750 24.000 EACH| 450.00000 10800.00| | LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0186 807-86830 3.000 EACH| 5000.00000 15000.00| | CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0187 807-86910 65.000 EACH| 25.00000 1625.00| | CONNECTOR KIT, UNFUSED | | | 0188 807-86915 80.000 EACH| 28.00000 2240.00| | CONNECTOR KIT, FUSED | | | 0189 807-86950 80.000 EACH| 30.00000 2400.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0190 807-97619 6.000 EACH| 8500.00000 51000.00| | HIGH MAST TOWER, RETROFIT | | | 0191 808-01045 28.000 m | 8.45000 236.60| | LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0192 808-03631 1096.000 m | 2.18000 2389.28| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0193 808-03632 1096.000 m | 2.18000 2389.28| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 808-06702 1986.000 m | 1.04000 2065.44| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0195 808-06703 11157.000 m | 0.83000 9260.31| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0196 808-06705 2265.000 m | 1.66000 3759.90| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0197 808-06716 3733.000 m | 0.85000 3173.05| | LINE, REMOVE | | | 0198 808-74811 295.000 m | 2.71000 799.45| | LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0199 808-75245 9707.000 m | 0.83000 8056.81| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0200 808-75272 292.000 m | 11.65000 3401.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0201 808-75297 88.000 m | 11.65000 1025.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0202 808-75320 9.000 EACH| 58.49000 526.41| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0203 808-75325 5.000 EACH| 79.76000 398.80| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0204 808-75996 932.000 EACH| 3.35000 3122.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0205 808-75998 932.000 EACH| 24.46000 22796.72| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0206 808-95638 1154.000 m2 | 2.18000 2515.72| | CENTER CURB PAINTING | | | 0207 808-98796 134.000 m | 8.45000 1132.30| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0208 722-51842 6164.000 m2 | 44.00000 271216.00| | BRIDGE DECK OVERLAY | | | 0209 202-02446 6.000 m | 600.00000 3600.00| | BRIDGE RAILING, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 241 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,062,002.44 ROUTE : I-65 CALL ORDER : 241 CONTRACT ID : R -24560-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 711-01784 1.000 EACH| 7500.00000 7500.00| | PENCIL SANDBLASTING, GRINDING, AND NON | | | DESTRUCTIVE TESTING | | | 0211 711-91149 LUMP| 14500.00000 14500.00| | STRAIGHTEN STEEL BEAM | | | 0212 726-92406 28.000 EACH| 625.00000 17500.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0213 801-05529 273.000 m | 25.00000 6825.00| | TEMPORARY HMA DIVIDER | | | 0214 801-06586 562.000 m | 0.56000 314.72| | TEMPORARY PAVEMENT MARKING, 200 mm | | | 0215 808-06368 400.000 m | 3.47000 1388.00| | TRANSVERSE MARKING, REMOVE | | | 0216 108-01614 LUMP| 5650.00000 5650.00| | PARTNERING OVERHEAD | | | SECTION TOTALS | $ 5,898,171.59| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,898,171.59| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/16/00 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,419.63 ROUTE : 7276 CALL ORDER : 291 CONTRACT ID : R -24843-A COUNTIES : STEUBEN LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/03/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 7276010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION REJECTED $ 1,293,242.36 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 1,372,264.74 106.1104% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,116.76 ROUTE : NHS US 33 CALL ORDER : 461 CONTRACT ID : B -24127-A COUNTIES : NOBLE LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/03/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2192018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 715,756.62 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 773,141.42 108.0173% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1120.90000 13450.80| 1550.00000 18600.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5580.56000 5580.56| 18100.00000 18100.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35787.83000 35787.83| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 20.000 m2 | 74.75000 1495.00| 35.00000 700.00| PAVEMENT, REMOVE | | | 0005 202-02241 613.000 m | 5.40000 3310.20| 5.50000 3371.50| GUARDRAIL, REMOVE | | | 0006 202-02272 60.000 m | 22.72000 1363.20| 50.00000 3000.00| PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 215032.06000 215032.06| 165000.00000 165000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 355.000 m2 | 9.15000 3248.25| 10.90000 3869.50| SURFACE MILLING, ASPHALT | | | 0009 203-02070 130.000 m3 | 30.25000 3932.50| 30.00000 3900.00| BORROW | | | 0010 203-02080 0.584 km | 10582.66000 6180.27| 15000.00000 8760.00| LINEAR GRADING | | | 0011 213-52830 20.000 m3 | 40.00000 800.00| 160.00000 3200.00| FLOWABLE MORTAR | | | 0012 303-52308 67.000 Mg | 42.35000 2837.45| 35.00000 2345.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 406-05521 400.000 m2 | 0.50000 200.00| 1.00000 400.00| ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1175.00000 4700.00| 1150.00000 4600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 1.000 EACH| 9200.00000 9200.00| 5600.00000 5600.00| ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,116.76 ROUTE : NHS US 33 CALL ORDER : 461 CONTRACT ID : B -24127-A COUNTIES : NOBLE LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-94689 4.000 EACH| 3300.00000 13200.00| 3150.00000 12600.00| GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 2200.00000 2200.00| 2150.00000 2150.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 511.000 m | 32.30000 16505.30| 29.50000 15074.50| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 238.000 m | 67.64000 16098.32| 82.30000 19587.40| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 40.000 m | 64.01000 2560.40| 82.30000 3292.00| TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 28.000 EACH| 6.00000 168.00| 6.00000 168.00| BARRIER DELINEATOR | | | 0022 605-52807 563.000 m | 40.00000 22520.00| 47.35000 26658.05| CURB AND GUTTER, COMBINED | | | 0024 610-05527 314.000 Mg | 58.00000 18212.00| 78.00000 24492.00| HMA FOR APPROACHES | | | 0025 610-06257 187.000 m2 | 55.00000 10285.00| 70.50000 13183.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 619-93423 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| POLLUTION CONTROL | | | 0027 619-95457 LUMP| 9500.00000 9500.00| 29000.00000 29000.00| CLEAN AND PAINT STRUCTURAL STEEL , | | | PARTIAL | | | 0028 621-01004 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 835.000 m2 | 2.00000 1670.00| 2.00000 1670.00| MULCHED SEEDING, R | | | 0030 702-51005 41.000 m3 | 670.00000 27470.00| 845.00000 34645.00| CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51863 36.000 EACH| 11.84000 426.24| 16.35000 588.60| FIELD DRILLED HOLE IN CONCRETE | | | 0032 703-51030 8587.000 kg | 1.16000 9960.92| 1.50000 12880.50| REINFORCING STEEL | | | 0033 703-51032 35495.000 kg | 1.29000 45788.55| 1.55000 55017.25| REINFORCING STEEL, EPOXY COATED | | | 0034 703-97936 829.000 EACH| 12.83000 10636.07| 11.90000 9865.10| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0035 704-51002 208.200 m3 | 500.00000 104100.00| 555.00000 115551.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,116.76 ROUTE : NHS US 33 CALL ORDER : 461 CONTRACT ID : B -24127-A COUNTIES : NOBLE LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 706-05732 4.000 EACH| 810.00000 3240.00| 1500.00000 6000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0037 706-51020 31.400 m3 | 450.00000 14130.00| 403.00000 12654.20| CONCRETE, C, RAILING | | | 0038 709-51821 LUMP| 3421.44000 3421.44| 6000.00000 6000.00| SURFACE SEAL | | | 0039 710-51864 162.000 EACH| 18.67000 3024.54| 17.00000 2754.00| FIELD DRILLED HOLE | | | 0040 711-51877 LUMP| 36000.00000 36000.00| 40000.00000 40000.00| JACKING AND SUPPORTING BEAMS | | | 0041 801-06203 239.000 m | 1.64000 391.96| 1.64000 391.96| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0042 801-06207 1001.000 m | 2.32000 2322.32| 2.32000 2322.32| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0043 801-06640 22.000 EACH| 185.00000 4070.00| 185.00000 4070.00| CONSTRUCTION SIGN, A | | | 0044 801-06645 2.000 EACH| 72.00000 144.00| 72.00000 144.00| CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 4890.00000 4890.00| 7500.00000 7500.00| MAINTAINING TRAFFIC | | | 0046 802-96097 992.000 EACH| 2.95000 2926.40| 6.00000 5952.00| SHEAR CONNECTOR | | | 0047 806-01851 LUMP| 14100.00000 14100.00| 14200.00000 14200.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0048 808-06712 32.000 m | 0.38000 12.16| 0.38000 12.16| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0049 808-06713 598.000 m | 0.38000 227.24| 0.38000 227.24| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 543.000 m | 0.38000 206.34| 0.38000 206.34| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0051 808-06716 829.000 m | 2.70000 2238.30| 2.70000 2238.30| LINE, REMOVE | | | 0052 808-75998 6.000 EACH| 57.30000 343.80| 57.30000 343.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 808-75996 3.000 EACH| 33.00000 99.00| 30.00000 90.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 6.000 EACH| 57.30000 343.80| 57.30000 343.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 461 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,116.76 ROUTE : NHS US 33 CALL ORDER : 461 CONTRACT ID : B -24127-A COUNTIES : NOBLE LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-75994 28.000 EACH| 5.80000 162.40| 5.80000 162.40| PRISMATIC REFLECTOR | | | 0056 605-02042 4.000 EACH| 221.00000 884.00| 875.00000 3500.00| CURB AND GUTTER TURNOUT, CONCRETE | | | 0057 801-06605 2.000 EACH| 187.00000 374.00| 187.00000 374.00| BARRICADE, IIIA | | | 0058 801-04308 2.000 EACH| 393.00000 786.00| 393.00000 786.00| ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 715,756.62| $ 773,141.42| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 715,756.62| $ 773,141.42| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 473 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,083,503.12 ROUTE : US 52 CALL ORDER : 473 CONTRACT ID : B -24340-A COUNTIES : BENTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1381012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 885,876.26 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 1,006,703.92 113.6393% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,009,108.16 113.9107% 4 35-1523985 WIRTZ & YATES, INC. $ 1,073,035.92 121.1270% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1386990 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |ISOM, JACK 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 10.000 MOS | 750.00000 7500.00| 2095.00000 20950.00| 1200.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 50000.00000 50000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 267.000 m2 | 18.00000 4806.00| 24.00000 6408.00| 30.00000 8010.00 PAVEMENT, REMOVE | | | 0005 202-02241 460.000 m | 8.00000 3680.00| 8.00000 3680.00| 10.00000 4600.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 100000.00000 100000.00| 81500.00000 81500.00| 170000.00000 170000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 495.000 m2 | 5.70000 2821.50| 8.00000 3960.00| 6.00000 2970.00 SURFACE MILLING, ASPHALT | | | 0009 303-60900 156.000 Mg | 29.00000 4524.00| 30.00000 4680.00| 18.00000 2808.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0010 406-05521 1668.000 m2 | 0.55000 917.40| 0.10000 166.80| 0.90000 1501.20 ASPHALT FOR TACK COAT | | | 0011 601-01522 5.000 EACH| 1300.00000 6500.00| 1200.00000 6000.00| 1450.00000 7250.00 GUARDRAIL TRANSITION TYPE TGB | | | 0012 601-02436 2.000 EACH| 2200.00000 4400.00| 2100.00000 4200.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, MS, TEMPORARY | | | BRIDGE APPROACHES | | | 0013 601-94689 2.000 EACH| 3550.00000 7100.00| 3400.00000 6800.00| 3850.00000 7700.00 GUARDRAIL END TREATMENT, OS | | | 0014 601-94690 2.000 EACH| 3550.00000 7100.00| 3400.00000 6800.00| 3850.00000 7700.00 GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 473 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,083,503.12 ROUTE : US 52 CALL ORDER : 473 CONTRACT ID : B -24340-A COUNTIES : BENTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1386990 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-99105 110.500 m | 34.50000 3812.25| 33.00000 3646.50| 39.00000 4309.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 601-99108 168.000 m | 49.00000 8232.00| 47.15000 7921.20| 53.00000 8904.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0017 601-99132 2.000 EACH| 68.00000 136.00| 65.00000 130.00| 110.00000 220.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0018 601-99365 137.000 m | 33.50000 4589.50| 32.00000 4384.00| 38.00000 5206.00 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0019 602-06639 77.000 m | 110.00000 8470.00| 55.00000 4235.00| 62.00000 4774.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 567.000 m | 85.00000 48195.00| 42.00000 23814.00| 61.00000 34587.00 TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 24.000 EACH| 6.20000 148.80| 8.00000 192.00| 10.00000 240.00 BARRIER DELINEATOR | | | 0022 610-05527 3608.000 Mg | 43.00000 155144.00| 41.00000 147928.00| 44.00000 158752.00 HMA FOR APPROACHES | | | 0023 610-06259 288.000 m2 | 54.00000 15552.00| 60.00000 17280.00| 55.00000 15840.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 611-52817 2.000 EACH| 23500.00000 47000.00| 60000.00000 120000.00| 20000.00000 40000.00 TEMPORARY CROSSOVER, B | | | 0025 701-03753 96.000 m | 145.00000 13920.00| 184.02000 17665.92| 98.00000 9408.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0026 702-51005 66.400 m3 | 325.00000 21580.00| 375.00000 24900.00| 460.00000 30544.00 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51110 700.000 kg | 3.80000 2660.00| 7.00000 4900.00| 3.90000 2730.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0028 703-03622 208.000 EACH| 15.50000 3224.00| 10.00000 2080.00| 13.00000 2704.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0029 703-51032 68400.000 kg | 1.40000 95760.00| 1.50000 102600.00| 1.28000 87552.00 REINFORCING STEEL, EPOXY COATED | | | 0030 704-05892 349.000 m3 | 380.00000 132620.00| 500.00000 174500.00| 450.00000 157050.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0031 706-05732 8.000 EACH| 1050.00000 8400.00| 800.00000 6400.00| 900.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51020 59.200 m3 | 300.00000 17760.00| 410.00000 24272.00| 450.00000 26640.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 473 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,083,503.12 ROUTE : US 52 CALL ORDER : 473 CONTRACT ID : B -24340-A COUNTIES : BENTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1386990 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 709-51821 LUMP| 9500.00000 9500.00| 8500.00000 8500.00| 10000.00000 10000.00 SURFACE SEAL | | | 0034 711-51070 56.000 EACH| 45.00000 2520.00| 35.00000 1960.00| 50.00000 2800.00 ANCHOR PLATE, AP 1 | | | 0035 713-02478 2.000 EACH| 656.08000 1312.16| 600.00000 1200.00| 700.00000 1400.00 GUARDRAIL TRANSITION, TGB, TEMPORARY | | | BRIDGE APPROACHES | | | 0036 715-91361 8.000 m | 125.00000 1000.00| 68.00000 544.00| 30.00000 240.00 PIPE, PVC, 150 mm | | | 0037 726-95870 28.000 EACH| 300.00000 8400.00| 275.00000 7700.00| 175.00000 4900.00 BEARING ASSEMBLY | | | 0038 801-06207 4126.000 m | 3.00000 12378.00| 3.00000 12378.00| 3.40000 14028.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0039 801-06469 1392.000 m | 5.40000 7516.80| 5.50000 7656.00| 5.80000 8073.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0040 801-06605 6.000 EACH| 90.00000 540.00| 75.00000 450.00| 110.00000 660.00 BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 120.00000 480.00| 115.00000 460.00| 125.00000 500.00 BARRICADE, IIIB | | | 0042 801-06640 33.000 EACH| 100.00000 3300.00| 80.00000 2640.00| 105.00000 3465.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 3.000 EACH| 27.00000 81.00| 25.00000 75.00| 50.00000 150.00 CONSTRUCTION SIGN, B | | | 0044 801-06710 360.000 DAY | 13.00000 4680.00| 15.00000 5400.00| 20.00000 7200.00 FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0046 802-96800 4746.000 EACH| 1.90000 9017.40| 2.00000 9492.00| 3.00000 14238.00 SHEAR STUD CONNECTOR | | | 0047 808-06713 290.000 m | 0.45000 130.50| 0.50000 145.00| 0.55000 159.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 808-06714 1126.000 m | 0.45000 506.70| 0.50000 563.00| 0.55000 619.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0049 808-06716 1234.000 m | 1.10000 1357.40| 1.50000 1851.00| 1.70000 2097.80 LINE, REMOVE | | | 0050 808-75001 253.000 m | 0.45000 113.85| 0.50000 126.50| 0.62000 156.86 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0051 211-02060 70.000 m3 | 55.00000 3850.00| 35.00000 2450.00| 50.00000 3500.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 473 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,083,503.12 ROUTE : US 52 CALL ORDER : 473 CONTRACT ID : B -24340-A COUNTIES : BENTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1386990 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05407 80.000 m | 33.00000 2640.00| 14.00000 1120.00| 24.00000 1920.00 PIPE, END BENT DRAIN, 150 mm | | | SECTION TOTALS | $ 885,876.26| $ 1,006,703.92| $ 1,009,108.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 885,876.26| $ 1,006,703.92| $ 1,009,108.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 473 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,083,503.12 ROUTE : US 52 CALL ORDER : 473 CONTRACT ID : B -24340-A COUNTIES : BENTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, 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 10.000 MOS | 1500.00000 15000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 267.000 m2 | 12.00000 3204.00| | PAVEMENT, REMOVE | | | 0005 202-02241 460.000 m | 8.75000 4025.00| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 160000.00000 160000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 495.000 m2 | 6.00000 2970.00| | SURFACE MILLING, ASPHALT | | | 0009 303-60900 156.000 Mg | 18.74000 2923.44| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0010 406-05521 1668.000 m2 | 0.15000 250.20| | ASPHALT FOR TACK COAT | | | 0011 601-01522 5.000 EACH| 1320.00000 6600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0012 601-02436 2.000 EACH| 2310.00000 4620.00| | GUARDRAIL END TREATMENT, MS, TEMPORARY | | | BRIDGE APPROACHES | | | 0013 601-94689 2.000 EACH| 2310.00000 4620.00| | GUARDRAIL END TREATMENT, OS | | | 0014 601-94690 2.000 EACH| 3540.00000 7080.00| | GUARDRAIL END TREATMENT, MS | | | 0015 601-99105 110.500 m | 36.00000 3978.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 601-99108 168.000 m | 52.00000 8736.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0017 601-99132 2.000 EACH| 130.00000 260.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0018 601-99365 137.000 m | 35.20000 4822.40| | GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0019 602-06639 77.000 m | 82.00000 6314.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 473 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,083,503.12 ROUTE : US 52 CALL ORDER : 473 CONTRACT ID : B -24340-A COUNTIES : BENTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06646 567.000 m | 82.00000 46494.00| | TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 24.000 EACH| 15.00000 360.00| | BARRIER DELINEATOR | | | 0022 610-05527 3608.000 Mg | 47.50000 171380.00| | HMA FOR APPROACHES | | | 0023 610-06259 288.000 m2 | 54.94000 15822.72| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 611-52817 2.000 EACH| 40000.00000 80000.00| | TEMPORARY CROSSOVER, B | | | 0025 701-03753 96.000 m | 80.00000 7680.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0026 702-51005 66.400 m3 | 524.10000 34800.24| | CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51110 700.000 kg | 6.61000 4627.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0028 703-03622 208.000 EACH| 13.00000 2704.00| | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0029 703-51032 68400.000 kg | 1.45000 99180.00| | REINFORCING STEEL, EPOXY COATED | | | 0030 704-05892 349.000 m3 | 455.00000 158795.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0031 706-05732 8.000 EACH| 1000.00000 8000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51020 59.200 m3 | 527.00000 31198.40| | CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL | | | 0034 711-51070 56.000 EACH| 35.00000 1960.00| | ANCHOR PLATE, AP 1 | | | 0035 713-02478 2.000 EACH| 720.00000 1440.00| | GUARDRAIL TRANSITION, TGB, TEMPORARY | | | BRIDGE APPROACHES | | | 0036 715-91361 8.000 m | 48.75000 390.00| | PIPE, PVC, 150 mm | | | 0037 726-95870 28.000 EACH| 300.00000 8400.00| | BEARING ASSEMBLY | | | 0038 801-06207 4126.000 m | 3.25000 13409.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/00 PAGE : 473 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,083,503.12 ROUTE : US 52 CALL ORDER : 473 CONTRACT ID : B -24340-A COUNTIES : BENTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06469 1392.000 m | 5.80000 8073.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0040 801-06605 6.000 EACH| 200.00000 1200.00| | BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 225.00000 900.00| | BARRICADE, IIIB | | | 0042 801-06640 33.000 EACH| 160.00000 5280.00| | CONSTRUCTION SIGN, A | | | 0043 801-06645 3.000 EACH| 50.00000 150.00| | CONSTRUCTION SIGN, B | | | 0044 801-06710 360.000 DAY | 16.00000 5760.00| | FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0046 802-96800 4746.000 EACH| 6.50000 30849.00| | SHEAR STUD CONNECTOR | | | 0047 808-06713 290.000 m | 0.43000 124.70| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 808-06714 1126.000 m | 0.43000 484.18| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0049 808-06716 1234.000 m | 1.09000 1345.06| | LINE, REMOVE | | | 0050 808-75001 253.000 m | 0.56000 141.68| | LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0051 211-02060 70.000 m3 | 22.34000 1563.80| | B BORROW FOR STRUCTURE BACKFILL | | | 0052 715-05407 80.000 m | 39.00000 3120.00| | PIPE, END BENT DRAIN, 150 mm | | | SECTION TOTALS | $ 1,073,035.92| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,073,035.92| | ====================================================================================================================================