INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 701 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,811.87 ROUTE : 39 CALL ORDER : 701 CONTRACT ID : T -24248-A COUNTIES : MORGAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS $ 235,847.76 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 269,174.23 114.1305% 3 35-1673827 HENDERSON, H.E., INC. $ 287,089.92 121.7267% 4 35-1609544 SCHUTT-LOOKABILL CO $ 295,794.99 125.4177% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0821499 |(3) 35-1673827 |FOX CONTRACTORS |DREW, JAMES H. CORPORATION |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SAFETY REVISIONS ON GUARDRAIL | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| 1430.00000 5720.00| 1671.94000 6687.76 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 11300.00000 11300.00| 11431.22000 11431.22| 13627.80000 13627.80 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 4700.00000 4700.00| 9630.00000 9630.00| 5973.60000 5973.60 CLEARING RIGHT OF WAY | | | 0004 202-02241 161.300 m | 26.50000 4274.45| 9.00000 1451.70| 14.52000 2342.08 GUARDRAIL, REMOVE | | | 0005 202-96133 18.600 m | 108.00000 2008.80| 126.00000 2343.60| 31.93000 593.90 PIPE, REMOVE | | | 0006 203-02070 167.000 m3 | 47.50000 7932.50| 32.55000 5435.85| 79.26000 13236.42 BORROW | | | 0007 203-02080 1.775 km | 4110.00000 7295.25| 16050.00000 28488.75| 11002.59000 19529.60 LINEAR GRADING | | | 0008 203-91878 150.000 m | 27.00000 4050.00| 19.95000 2992.50| 27.19000 4078.50 LINEAR DITCH GRADING | | | 0009 205-02224 210.000 m | 7.00000 1470.00| 5.26000 1104.60| 5.17000 1085.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 20.000 m | 39.00000 780.00| 9.63000 192.60| 9.45000 189.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 11.000 EACH| 56.00000 616.00| 53.50000 588.50| 52.50000 577.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 211-02060 5.600 m3 | 49.00000 274.40| 48.30000 270.48| 266.04000 1489.82 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 701 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,811.87 ROUTE : 39 CALL ORDER : 701 CONTRACT ID : T -24248-A COUNTIES : MORGAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0821499 |(3) 35-1673827 |FOX CONTRACTORS |DREW, JAMES H. CORPORATION |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 1244.000 Mg | 31.00000 38564.00| 25.68000 31945.92| 25.16000 31299.04 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 601-01700 7.000 EACH| 1820.00000 12740.00| 1433.52000 10034.64| 1583.78000 11086.46 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01740 3.000 EACH| 1820.00000 5460.00| 1433.52000 4300.56| 1602.75000 4808.25 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0016 601-02103 74.000 m | 76.00000 5624.00| 42.07000 3113.18| 44.88000 3321.12 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0017 601-02636 48.060 m | 86.00000 4133.16| 42.50000 2042.55| 73.14000 3515.11 GUARDRAIL, W BEAM, NESTED | | | 0018 601-03130 8.000 EACH| 304.00000 2432.00| 295.81000 2366.48| 300.00000 2400.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0019 601-05071 1.000 EACH| 1820.00000 1820.00| 1433.52000 1433.52| 1800.40000 1800.40 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0020 601-06037 23.000 EACH| 607.00000 13961.00| 525.21000 12079.83| 525.00000 12075.00 GUARDRAIL END TREATMENT, I | | | 0021 601-06619 46.600 m | 147.00000 6850.20| 65.00000 3029.00| 90.00000 4194.00 GUARDRAIL, THRIE BEAM, MODIFIED | | | 0022 601-99105 1239.000 m | 35.50000 43984.50| 28.31000 35076.09| 38.73000 47986.47 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 601-99133 2.000 EACH| 101.00000 202.00| 96.08000 192.16| 194.80000 389.60 GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0024 611-95023 1.000 EACH| 75.00000 75.00| 96.08000 96.08| 126.00000 126.00 MAILBOX ASSEMBLY, RESET | | | 0025 616-02320 1357.000 m2 | 1.50000 2035.50| 2.10000 2849.70| 2.74000 3718.18 GEOTEXTILES | | | 0026 616-05688 303.000 Mg | 27.30000 8271.90| 50.29000 15237.87| 30.10000 9120.30 RIPRAP, CLASS 1 | | | 0027 616-06451 238.000 Mg | 27.30000 6497.40| 46.01000 10950.38| 35.76000 8510.88 RIPRAP, UNIFORM | | | 0028 621-01004 2.000 EACH| 660.00000 1320.00| 535.00000 1070.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-02363 3550.000 m2 | 0.63000 2236.50| 0.33000 1171.50| 0.32000 1136.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0030 621-06559 3550.000 m2 | 0.63000 2236.50| 0.66000 2343.00| 0.63000 2236.50 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 701 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,811.87 ROUTE : 39 CALL ORDER : 701 CONTRACT ID : T -24248-A COUNTIES : MORGAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0821499 |(3) 35-1673827 |FOX CONTRACTORS |DREW, JAMES H. CORPORATION |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 702-93722 10.000 m3 | 258.00000 2580.00| 262.50000 2625.00| 246.60000 2466.00 CONCRETE, C | | | 0032 715-05119 11.000 m | 59.50000 654.50| 232.05000 2552.55| 79.54000 874.94 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0033 715-05121 20.900 m | 78.00000 1630.20| 241.50000 5047.35| 90.89000 1899.60 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0034 715-46005 1.000 EACH| 187.00000 187.00| 735.00000 735.00| 172.30000 172.30 PIPE END SECTION, 375 mm | | | 0035 730-02628 13.000 EACH| 220.00000 2860.00| 840.00000 10920.00| 277.84000 3611.92 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0036 730-02629 6.000 EACH| 250.00000 1500.00| 1470.00000 8820.00| 398.04000 2388.24 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0037 801-06640 21.000 EACH| 71.00000 1491.00| 77.00000 1617.00| 73.50000 1543.50 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 14000.00000 14000.00| 27292.66000 27292.66| 54654.75000 54654.75 MAINTAINING TRAFFIC | | | 0039 802-04893 1.000 EACH| 300.00000 300.00| 90.00000 90.00| 95.10000 95.10 REFERENCE POST REMOVE AND RESET | | | 0040 802-94715 LUMP| 1500.00000 1500.00| 492.41000 492.41| 1198.58000 1198.58 SIGNS, SHEET, REMOVE AND RESET | | | SECTION TOTALS | $ 235,847.76| $ 269,174.23| $ 287,089.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 235,847.76| $ 269,174.23| $ 287,089.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 701 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,811.87 ROUTE : 39 CALL ORDER : 701 CONTRACT ID : T -24248-A COUNTIES : MORGAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SAFETY REVISIONS ON GUARDRAIL | | | 0001 105-06790 4.000 MOS | 966.62000 3866.48| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 14750.00000 14750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 3642.38000 3642.38| | CLEARING RIGHT OF WAY | | | 0004 202-02241 161.300 m | 9.59000 1546.87| | GUARDRAIL, REMOVE | | | 0005 202-96133 18.600 m | 21.01000 390.79| | PIPE, REMOVE | | | 0006 203-02070 167.000 m3 | 43.65000 7289.55| | BORROW | | | 0007 203-02080 1.775 km | 19958.55000 35426.43| | LINEAR GRADING | | | 0008 203-91878 150.000 m | 35.42000 5313.00| | LINEAR DITCH GRADING | | | 0009 205-02224 210.000 m | 5.58000 1171.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 20.000 m | 10.20000 204.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 11.000 EACH| 56.65000 623.15| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 211-02060 5.600 m3 | 40.61000 227.42| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1244.000 Mg | 29.33000 36486.52| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 601-01700 7.000 EACH| 1572.42000 11006.94| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01740 3.000 EACH| 1572.42000 4717.26| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0016 601-02103 74.000 m | 46.36000 3430.64| | GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0017 601-02636 48.060 m | 47.02000 2259.78| | GUARDRAIL, W BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 701 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,811.87 ROUTE : 39 CALL ORDER : 701 CONTRACT ID : T -24248-A COUNTIES : MORGAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 601-03130 8.000 EACH| 321.35000 2570.80| | GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0019 601-05071 1.000 EACH| 1572.42000 1572.42| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0020 601-06037 23.000 EACH| 574.36000 13210.28| | GUARDRAIL END TREATMENT, I | | | 0021 601-06619 46.600 m | 70.93000 3305.34| | GUARDRAIL, THRIE BEAM, MODIFIED | | | 0022 601-99105 1239.000 m | 32.07000 39734.73| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 601-99133 2.000 EACH| 101.97000 203.94| | GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0024 611-95023 1.000 EACH| 101.97000 101.97| | MAILBOX ASSEMBLY, RESET | | | 0025 616-02320 1357.000 m2 | 2.71000 3677.47| | GEOTEXTILES | | | 0026 616-05688 303.000 Mg | 51.28000 15537.84| | RIPRAP, CLASS 1 | | | 0027 616-06451 238.000 Mg | 27.52000 6549.76| | RIPRAP, UNIFORM | | | 0028 621-01004 2.000 EACH| 566.48000 1132.96| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-02363 3550.000 m2 | 0.34000 1207.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0030 621-06559 3550.000 m2 | 0.68000 2414.00| | MULCHED SEEDING, R | | | 0031 702-93722 10.000 m3 | 198.58000 1985.80| | CONCRETE, C | | | 0032 715-05119 11.000 m | 64.37000 708.07| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0033 715-05121 20.900 m | 73.06000 1526.95| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0034 715-46005 1.000 EACH| 198.36000 198.36| | PIPE END SECTION, 375 mm | | | 0035 730-02628 13.000 EACH| 295.62000 3843.06| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0036 730-02629 6.000 EACH| 356.62000 2139.72| | SAFETY METAL END SECTION, 6:1, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 701 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,811.87 ROUTE : 39 CALL ORDER : 701 CONTRACT ID : T -24248-A COUNTIES : MORGAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 801-06640 21.000 EACH| 89.50000 1879.50| | CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 59316.61000 59316.61| | MAINTAINING TRAFFIC | | | 0039 802-04893 1.000 EACH| 101.97000 101.97| | REFERENCE POST REMOVE AND RESET | | | 0040 802-94715 LUMP| 523.43000 523.43| | SIGNS, SHEET, REMOVE AND RESET | | | SECTION TOTALS | $ 295,794.99| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 295,794.99| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/07/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2135005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS $ 1,335,690.66 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 1,447,699.54 108.3858% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,572,097.42 117.6992% 4 35-1636776 LINKEL COMPANY $ 1,600,000.00 119.7882% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 1,759,997.87 131.7668% 6 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 2,248,651.70 168.3512% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0821499 |(3) 35-1357381 |FOX CONTRACTORS |DREW, JAMES H. CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE AND NEW GUARDRAIL INSTALLATION | | | 0001 105-01925 10.000 MOS | 1250.00000 12500.00| 1265.00000 12650.00| 925.00000 9250.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 27000.00000 27000.00| 26775.00000 26775.00| 25500.00000 25500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 66000.00000 66000.00| 59840.15000 59840.15| 79000.00000 79000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 5250.00000 5250.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 9200.00000 9200.00| 3150.00000 3150.00| 1100.00000 1100.00 DEBRIS, REMOVE | | | 0006 202-02241 705.200 m | 15.50000 10930.60| 7.06000 4978.71| 7.00000 4936.40 GUARDRAIL, REMOVE | | | 0007 202-02271 260.000 EACH| 240.00000 62400.00| 220.00000 57200.00| 150.00000 39000.00 HEADWALL, REMOVE | | | 0008 202-04089 16.000 EACH| 200.00000 3200.00| 95.22000 1523.52| 100.00000 1600.00 SHEET SIGN, REMOVE AND RESET | | | 0009 202-51328 LUMP| 4400.00000 4400.00| 6825.00000 6825.00| 1950.00000 1950.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-93741 8.000 EACH| 155.00000 1240.00| 313.38000 2507.04| 350.00000 2800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-96133 3.000 m | 199.00000 597.00| 105.00000 315.00| 375.00000 1125.00 PIPE, REMOVE | | | 0012 203-02010 10.000 m3 | 172.00000 1720.00| 236.25000 2362.50| 150.00000 1500.00 EXCAVATION, ROCK | | | 0013 203-02070 3769.000 m3 | 10.00000 37690.00| 17.60000 66334.40| 24.00000 90456.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0821499 |(3) 35-1357381 |FOX CONTRACTORS |DREW, JAMES H. CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02080 9.678 km | 4600.00000 44518.80| 11235.00000 108732.33| 30490.00000 295082.22 LINEAR GRADING | | | 0015 203-91878 500.000 m | 21.00000 10500.00| 12.60000 6300.00| 13.00000 6500.00 LINEAR DITCH GRADING | | | 0016 205-02224 400.000 m | 5.30000 2120.00| 5.46000 2184.00| 5.50000 2200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 40.000 m | 12.00000 480.00| 12.08000 483.20| 12.00000 480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02234 20.000 EACH| 57.00000 1140.00| 57.75000 1155.00| 60.00000 1200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 210-06369 12.400 m | 103.00000 1277.20| 105.00000 1302.00| 65.00000 806.00 SAW CUT | | | 0020 211-02060 50.000 m3 | 63.00000 3150.00| 47.25000 2362.50| 50.00000 2500.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 5037.000 Mg | 17.00000 85629.00| 20.90000 105273.30| 16.00000 80592.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 601-01128 12.000 EACH| 1450.00000 17400.00| 870.97000 10451.64| 900.00000 10800.00 GUARDRAIL TRANSITION TYPE WGB | | | 0023 601-01522 4.000 EACH| 1560.00000 6240.00| 1106.97000 4427.88| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01625 11.000 EACH| 1760.00000 19360.00| 1226.45000 13490.95| 1300.00000 14300.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-01700 28.000 EACH| 1975.00000 55300.00| 1514.34000 42401.52| 1600.00000 44800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-01740 1.000 EACH| 1975.00000 1975.00| 1514.34000 1514.34| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0027 601-02103 20.000 m | 62.00000 1240.00| 43.25000 865.00| 47.00000 940.00 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0028 601-02621 24.000 m | 350.00000 8400.00| 296.09000 7106.16| 325.00000 7800.00 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED WITH CONCRETE BASE | | | 0029 601-02636 265.180 m | 72.00000 19092.96| 42.50000 11270.15| 45.00000 11933.10 GUARDRAIL, W BEAM, NESTED | | | 0030 601-03130 12.000 EACH| 415.00000 4980.00| 304.59000 3655.08| 325.00000 3900.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0821499 |(3) 35-1357381 |FOX CONTRACTORS |DREW, JAMES H. CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-06037 137.000 EACH| 725.00000 99325.00| 538.38000 73758.06| 600.00000 82200.00 GUARDRAIL END TREATMENT, I | | | 0032 601-06619 56.400 m | 140.00000 7896.00| 65.20000 3677.28| 70.00000 3948.00 GUARDRAIL, THRIE BEAM, MODIFIED ,FOR | | | EXISTING CULVERT POST | | | 0033 601-06619 36.000 m | 120.00000 4320.00| 126.02000 4536.72| 130.00000 4680.00 GUARDRAIL, THRIE BEAM, MODIFIED ,OVER | | | ALUMINUM | | | 0034 601-94689 4.000 EACH| 3850.00000 15400.00| 3014.24000 12056.96| 3285.00000 13140.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 7268.800 m | 39.50000 287117.60| 30.30000 220244.64| 31.00000 225332.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 601-99133 4.000 EACH| 210.00000 840.00| 95.79000 383.16| 100.00000 400.00 GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0037 611-95023 3.000 EACH| 100.00000 300.00| 375.00000 1125.00| 140.00000 420.00 MAILBOX ASSEMBLY, RESET | | | 0038 615-06535 2.000 EACH| 100.00000 200.00| 240.00000 480.00| 400.00000 800.00 BENCH MARK POST, RESET | | | 0039 616-02320 5397.000 m2 | 1.70000 9174.90| 2.10000 11333.70| 1.50000 8095.50 GEOTEXTILES | | | 0040 616-05688 1186.800 Mg | 30.00000 35604.00| 29.40000 34891.92| 30.00000 35604.00 RIPRAP, CLASS 1 | | | 0041 616-06451 1274.300 Mg | 30.00000 38229.00| 26.25000 33450.38| 26.00000 33131.80 RIPRAP, UNIFORM | | | 0042 616-95754 9.600 m | 38.00000 364.80| 38.85000 372.96| 25.00000 240.00 PAVED SIDE DITCH, BREAK | | | 0043 621-01004 2.000 EACH| 780.00000 1560.00| 802.50000 1605.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-02363 17600.000 m2 | 0.33000 5808.00| 0.35000 6160.00| 0.32000 5632.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0045 621-06559 17600.000 m2 | 0.40000 7040.00| 0.43000 7568.00| 0.39000 6864.00 MULCHED SEEDING, R | | | 0046 715-02839 18.000 m | 620.00000 11160.00| 577.50000 10395.00| 430.00000 7740.00 PIPE, POLYETHYLENE LINER, 600 mm | | | 0047 715-05022 6.000 m | 292.00000 1752.00| 252.00000 1512.00| 375.00000 2250.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0048 715-05118 8.800 m | 157.00000 1381.60| 170.10000 1496.88| 167.00000 1469.60 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0049 715-05119 12.800 m | 144.00000 1843.20| 184.80000 2365.44| 135.00000 1728.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0821499 |(3) 35-1357381 |FOX CONTRACTORS |DREW, JAMES H. CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 715-05121 6.000 m | 227.00000 1362.00| 194.25000 1165.50| 267.00000 1602.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0051 715-05123 4.000 m | 342.00000 1368.00| 199.50000 798.00| 400.00000 1600.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0052 715-05125 3.000 m | 448.00000 1344.00| 210.00000 630.00| 565.00000 1695.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0053 715-05237 30.000 m | 145.00000 4350.00| 236.25000 7087.50| 185.00000 5550.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0054 715-05241 14.000 m | 240.00000 3360.00| 273.00000 3822.00| 256.00000 3584.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0055 715-05946 2.000 EACH| 600.00000 1200.00| 661.50000 1323.00| 795.00000 1590.00 SAFETY METAL END SECTION, 6:1, 525 mm | | | 0056 715-06620 1.000 EACH| 1760.00000 1760.00| 2520.00000 2520.00| 2283.00000 2283.00 SAFETY METAL END SECTION, 6:1, 825 mm | | | 0057 715-06621 2.000 EACH| 1250.00000 2500.00| 1890.00000 3780.00| 1732.00000 3464.00 SAFETY METAL END SECTION, 4:1, 825 mm | | | 0058 715-44240 3.040 m3 | 600.00000 1824.00| 5250.00000 15960.00| 1675.00000 5092.00 CONCRETE, A, STRUCTURES ; FOR BOX | | | CULVERT EXTENSION | | | 0059 715-46000 126.000 EACH| 204.00000 25704.00| 288.75000 36382.50| 170.00000 21420.00 PIPE END SECTION, 300 mm | | | 0060 715-46005 138.000 EACH| 250.00000 34500.00| 307.65000 42455.70| 180.00000 24840.00 PIPE END SECTION, 375 mm | | | 0061 715-46010 24.000 EACH| 336.00000 8064.00| 331.80000 7963.20| 260.00000 6240.00 PIPE END SECTION, 450 mm | | | 0062 715-46015 2.000 EACH| 375.00000 750.00| 373.80000 747.60| 290.00000 580.00 PIPE END SECTION, 525 mm | | | 0063 715-46020 8.000 EACH| 420.00000 3360.00| 383.25000 3066.00| 380.00000 3040.00 PIPE END SECTION, 600 mm | | | 0064 715-46040 1.000 EACH| 695.00000 695.00| 614.25000 614.25| 645.00000 645.00 PIPE END SECTION, 900 mm | | | 0065 715-96273 LUMP| 7000.00000 7000.00| 855.75000 855.75| 5450.00000 5450.00 HEADWALL, RECONSTRUCT | | | 0066 730-02398 1.000 EACH| 1760.00000 1760.00| 2520.00000 2520.00| 2440.00000 2440.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0067 730-02628 144.000 EACH| 357.00000 51408.00| 420.00000 60480.00| 320.00000 46080.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0068 730-02629 31.000 EACH| 538.00000 16678.00| 598.50000 18553.50| 460.00000 14260.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0821499 |(3) 35-1357381 |FOX CONTRACTORS |DREW, JAMES H. CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 730-02630 11.000 EACH| 720.00000 7920.00| 771.75000 8489.25| 645.00000 7095.00 SAFETY METAL END SECTION, 6:1, 610 mm | | | 0070 730-03475 15.000 EACH| 316.00000 4740.00| 478.80000 7182.00| 270.00000 4050.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0071 730-03476 22.000 EACH| 570.00000 12540.00| 1197.00000 26334.00| 1035.00000 22770.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0072 730-03487 5.000 EACH| 908.00000 4540.00| 1470.00000 7350.00| 1300.00000 6500.00 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0073 730-03584 11.000 EACH| 461.00000 5071.00| 540.75000 5948.25| 420.00000 4620.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0074 730-04226 6.000 EACH| 1618.00000 9708.00| 1995.00000 11970.00| 2295.00000 13770.00 SAFETY METAL END SECTION, 4:1, 1250 mm | | | X 750 mm | | | 0075 730-04228 19.000 EACH| 1292.00000 24548.00| 1890.00000 35910.00| 2345.00000 44555.00 SAFETY METAL END SECTION, 4:1, 1050 mm | | | X 675 mm | | | 0076 730-04231 2.000 EACH| 2120.00000 4240.00| 3150.00000 6300.00| 3575.00000 7150.00 SAFETY METAL END SECTION, 4:1, 1425 mm | | | X 950 mm | | | 0077 730-04618 4.000 EACH| 1000.00000 4000.00| 1942.50000 7770.00| 1675.00000 6700.00 SAFETY METAL END SECTION, 6:1, 750 mm | | | 0078 801-06640 34.000 EACH| 100.00000 3400.00| 99.00000 3366.00| 85.00000 2890.00 CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP| 35000.00000 35000.00| 116256.07000 116256.07| 100816.00000 100816.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,335,690.66| $ 1,447,699.54| $ 1,572,097.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,335,690.66| $ 1,447,699.54| $ 1,572,097.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 |(5) 35-1128289 |(6) 35-2032723 |LINKEL COMPANY |BEATY CONSTRUCTION, INC. |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE AND NEW GUARDRAIL INSTALLATION | | | 0001 105-01925 10.000 MOS | 1400.00000 14000.00| 1500.00000 15000.00| 1350.00000 13500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 30000.00000 30000.00| 35600.00000 35600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 60000.00000 60000.00| 88000.00000 88000.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 41000.00000 41000.00| 88000.00000 88000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 5000.00000 5000.00| 1800.00000 1800.00| 1800.00000 1800.00 DEBRIS, REMOVE | | | 0006 202-02241 705.200 m | 17.50000 12341.00| 6.25000 4407.50| 15.00000 10578.00 GUARDRAIL, REMOVE | | | 0007 202-02271 260.000 EACH| 248.00000 64480.00| 275.00000 71500.00| 500.00000 130000.00 HEADWALL, REMOVE | | | 0008 202-04089 16.000 EACH| 125.00000 2000.00| 225.00000 3600.00| 120.00000 1920.00 SHEET SIGN, REMOVE AND RESET | | | 0009 202-51328 LUMP| 20000.00000 20000.00| 3800.00000 3800.00| 2200.00000 2200.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-93741 8.000 EACH| 200.00000 1600.00| 450.00000 3600.00| 150.00000 1200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-96133 3.000 m | 85.04000 255.12| 220.00000 660.00| 150.00000 450.00 PIPE, REMOVE | | | 0012 203-02010 10.000 m3 | 160.00000 1600.00| 150.00000 1500.00| 350.00000 3500.00 EXCAVATION, ROCK | | | 0013 203-02070 3769.000 m3 | 24.00000 90456.00| 28.00000 105532.00| 38.00000 143222.00 BORROW | | | 0014 203-02080 9.678 km | 3950.00000 38228.10| 13500.00000 130653.00| 24000.00000 232272.00 LINEAR GRADING | | | 0015 203-91878 500.000 m | 13.00000 6500.00| 40.00000 20000.00| 28.00000 14000.00 LINEAR DITCH GRADING | | | 0016 205-02224 400.000 m | 7.50000 3000.00| 7.00000 2800.00| 7.00000 2800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 40.000 m | 15.50000 620.00| 14.00000 560.00| 22.00000 880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02234 20.000 EACH| 80.00000 1600.00| 90.00000 1800.00| 100.00000 2000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 |(5) 35-1128289 |(6) 35-2032723 |LINKEL COMPANY |BEATY CONSTRUCTION, INC. |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 210-06369 12.400 m | 100.00000 1240.00| 100.00000 1240.00| 200.00000 2480.00 SAW CUT | | | 0020 211-02060 50.000 m3 | 30.00000 1500.00| 40.00000 2000.00| 100.00000 5000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 5037.000 Mg | 19.30000 97214.10| 19.00000 95703.00| 26.00000 130962.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 601-01128 12.000 EACH| 1400.00000 16800.00| 1100.00000 13200.00| 1250.00000 15000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0023 601-01522 4.000 EACH| 1776.00000 7104.00| 1400.00000 5600.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01625 11.000 EACH| 2100.00000 23100.00| 1925.00000 21175.00| 2250.00000 24750.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-01700 28.000 EACH| 2250.00000 63000.00| 1700.00000 47600.00| 2000.00000 56000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-01740 1.000 EACH| 2250.00000 2250.00| 1700.00000 1700.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0027 601-02103 20.000 m | 72.00000 1440.00| 52.00000 1040.00| 60.00000 1200.00 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0028 601-02621 24.000 m | 690.00000 16560.00| 475.00000 11400.00| 575.00000 13800.00 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED WITH CONCRETE BASE | | | 0029 601-02636 265.180 m | 84.00000 22275.12| 56.00000 14850.08| 65.00000 17236.70 GUARDRAIL, W BEAM, NESTED | | | 0030 601-03130 12.000 EACH| 410.00000 4920.00| 325.00000 3900.00| 375.00000 4500.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0031 601-06037 137.000 EACH| 790.00000 108230.00| 615.00000 84255.00| 715.00000 97955.00 GUARDRAIL END TREATMENT, I | | | 0032 601-06619 56.400 m | 400.00000 22560.00| 115.00000 6486.00| 130.00000 7332.00 GUARDRAIL, THRIE BEAM, MODIFIED ,FOR | | | EXISTING CULVERT POST | | | 0033 601-06619 36.000 m | 150.00000 5400.00| 132.50000 4770.00| 155.00000 5580.00 GUARDRAIL, THRIE BEAM, MODIFIED ,OVER | | | ALUMINUM | | | 0034 601-94689 4.000 EACH| 4800.00000 19200.00| 3500.00000 14000.00| 4025.00000 16100.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 7268.800 m | 52.00000 377977.60| 44.00000 319827.20| 52.00000 377977.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 |(5) 35-1128289 |(6) 35-2032723 |LINKEL COMPANY |BEATY CONSTRUCTION, INC. |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-99133 4.000 EACH| 100.00000 400.00| 65.00000 260.00| 80.00000 320.00 GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0037 611-95023 3.000 EACH| 151.00000 453.00| 100.00000 300.00| 75.00000 225.00 MAILBOX ASSEMBLY, RESET | | | 0038 615-06535 2.000 EACH| 1200.00000 2400.00| 450.00000 900.00| 475.00000 950.00 BENCH MARK POST, RESET | | | 0039 616-02320 5397.000 m2 | 1.20000 6476.40| 1.25000 6746.25| 2.40000 12952.80 GEOTEXTILES | | | 0040 616-05688 1186.800 Mg | 30.00000 35604.00| 55.00000 65274.00| 31.00000 36790.80 RIPRAP, CLASS 1 | | | 0041 616-06451 1274.300 Mg | 20.00000 25486.00| 52.00000 66263.60| 26.00000 33131.80 RIPRAP, UNIFORM | | | 0042 616-95754 9.600 m | 111.10000 1066.56| 36.00000 345.60| 1095.00000 10512.00 PAVED SIDE DITCH, BREAK | | | 0043 621-01004 2.000 EACH| 900.00000 1800.00| 725.00000 1450.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-02363 17600.000 m2 | 0.45000 7920.00| 0.45000 7920.00| 0.42000 7392.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0045 621-06559 17600.000 m2 | 0.50000 8800.00| 0.50000 8800.00| 0.42000 7392.00 MULCHED SEEDING, R | | | 0046 715-02839 18.000 m | 300.00000 5400.00| 660.00000 11880.00| 225.00000 4050.00 PIPE, POLYETHYLENE LINER, 600 mm | | | 0047 715-05022 6.000 m | 500.00000 3000.00| 625.00000 3750.00| 265.00000 1590.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0048 715-05118 8.800 m | 175.00000 1540.00| 255.00000 2244.00| 210.00000 1848.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0049 715-05119 12.800 m | 180.00000 2304.00| 150.00000 1920.00| 240.00000 3072.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0050 715-05121 6.000 m | 200.00000 1200.00| 475.00000 2850.00| 470.00000 2820.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0051 715-05123 4.000 m | 220.00000 880.00| 180.00000 720.00| 320.00000 1280.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0052 715-05125 3.000 m | 425.00000 1275.00| 620.00000 1860.00| 290.00000 870.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0053 715-05237 30.000 m | 600.00000 18000.00| 825.00000 24750.00| 310.00000 9300.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0054 715-05241 14.000 m | 650.00000 9100.00| 1000.00000 14000.00| 340.00000 4760.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.82 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 |(5) 35-1128289 |(6) 35-2032723 |LINKEL COMPANY |BEATY CONSTRUCTION, INC. |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05946 2.000 EACH| 1000.00000 2000.00| 565.00000 1130.00| 875.00000 1750.00 SAFETY METAL END SECTION, 6:1, 525 mm | | | 0056 715-06620 1.000 EACH| 1500.00000 1500.00| 1800.00000 1800.00| 2300.00000 2300.00 SAFETY METAL END SECTION, 6:1, 825 mm | | | 0057 715-06621 2.000 EACH| 2000.00000 4000.00| 1400.00000 2800.00| 1800.00000 3600.00 SAFETY METAL END SECTION, 4:1, 825 mm | | | 0058 715-44240 3.040 m3 | 600.00000 1824.00| 6500.00000 19760.00| 3000.00000 9120.00 CONCRETE, A, STRUCTURES ; FOR BOX | | | CULVERT EXTENSION | | | 0059 715-46000 126.000 EACH| 220.00000 27720.00| 160.00000 20160.00| 270.00000 34020.00 PIPE END SECTION, 300 mm | | | 0060 715-46005 138.000 EACH| 250.00000 34500.00| 175.00000 24150.00| 335.00000 46230.00 PIPE END SECTION, 375 mm | | | 0061 715-46010 24.000 EACH| 250.00000 6000.00| 180.00000 4320.00| 410.00000 9840.00 PIPE END SECTION, 450 mm | | | 0062 715-46015 2.000 EACH| 300.00000 600.00| 250.00000 500.00| 550.00000 1100.00 PIPE END SECTION, 525 mm | | | 0063 715-46020 8.000 EACH| 350.00000 2800.00| 270.00000 2160.00| 550.00000 4400.00 PIPE END SECTION, 600 mm | | | 0064 715-46040 1.000 EACH| 600.00000 600.00| 650.00000 650.00| 1000.00000 1000.00 PIPE END SECTION, 900 mm | | | 0065 715-96273 LUMP| 10000.00000 10000.00| 4200.00000 4200.00| 3800.00000 3800.00 HEADWALL, RECONSTRUCT | | | 0066 730-02398 1.000 EACH| 1800.00000 1800.00| 1650.00000 1650.00| 2500.00000 2500.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0067 730-02628 144.000 EACH| 350.00000 50400.00| 300.00000 43200.00| 480.00000 69120.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0068 730-02629 31.000 EACH| 700.00000 21700.00| 400.00000 12400.00| 680.00000 21080.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0069 730-02630 11.000 EACH| 750.00000 8250.00| 600.00000 6600.00| 930.00000 10230.00 SAFETY METAL END SECTION, 6:1, 610 mm | | | 0070 730-03475 15.000 EACH| 350.00000 5250.00| 250.00000 3750.00| 370.00000 5550.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0071 730-03476 22.000 EACH| 575.00000 12650.00| 500.00000 11000.00| 820.00000 18040.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0072 730-03487 5.000 EACH| 950.00000 4750.00| 1100.00000 5500.00| 1220.00000 6100.00 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0073 730-03584 11.000 EACH| 500.00000 5500.00| 350.00000 3850.00| 610.00000 6710.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0074 730-04226 6.000 EACH| 3500.00000 21000.00| 1700.00000 10200.00| 2445.00000 14670.00 SAFETY METAL END SECTION, 4:1, 1250 mm | | | X 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 711 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,455,195.36 ROUTE : 421 CALL ORDER : 711 CONTRACT ID : T -24252-A COUNTIES : DECATUR RIPLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 |(5) 35-1128289 |(6) 35-2032723 |LINKEL COMPANY |BEATY CONSTRUCTION, INC. |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 730-04228 19.000 EACH| 3000.00000 57000.00| 1200.00000 22800.00| 1930.00000 36670.00 SAFETY METAL END SECTION, 4:1, 1050 mm | | | X 675 mm | | | 0076 730-04231 2.000 EACH| 3000.00000 6000.00| 2100.00000 4200.00| 2950.00000 5900.00 SAFETY METAL END SECTION, 4:1, 1425 mm | | | X 950 mm | | | 0077 730-04618 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1700.00000 6800.00 SAFETY METAL END SECTION, 6:1, 750 mm | | | 0078 801-06640 34.000 EACH| 200.00000 6800.00| 100.00000 3400.00| 110.00000 3740.00 CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP| 30000.00000 30000.00| 147025.64000 147025.64| 283530.00000 283530.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,600,000.00| $ 1,759,997.87| $ 2,248,651.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,600,000.00| $ 1,759,997.87| $ 2,248,651.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 721 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 146,569.95 ROUTE : SR2;49;17 & US 6 CALL ORDER : 721 CONTRACT ID : T -24488-A COUNTIES : MARSHALL LAPORTE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT PORTER CONTRACT TIME : 07/28/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2124007 0894008 3350005 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1657131 MICHIANA CONTRACTING $ 132,713.79 100.0000% 2 62-1339540 HAWK ENTERPRISES, INC. $ 135,353.50 101.9890% 3 74-2851603 QUANTA SERVICES, INC. $ 141,509.86 106.6278% 4 35-1416052 LIGHTS & SIGNALS, INC. $ 145,095.83 109.3298% 5 35-1426973 MARS ELECTRIC CO $ 155,000.00 116.7926% ==================================================================================================================================== |(1) 35-1657131 |(2) 62-1339540 |(3) 74-2851603 |MICHIANA CONTRACTING |HAWK ENTERPRISES, INC. |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FLASHING BEACON MODERNIZATION | | | 0001 105-06790 5.000 MOS | 1000.00000 5000.00| 600.00000 3000.00| 450.00000 2250.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5500.00000 5500.00| 3500.00000 3500.00| 7000.00000 7000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-78515 LUMP| 1950.00000 1950.00| 1500.00000 1500.00| 1950.00000 1950.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0004 801-06640 36.000 EACH| 75.00000 2700.00| 120.00000 4320.00| 70.00000 2520.00 CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 930.00000 930.00| 1281.60000 1281.60| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0006 802-76035 4.580 m2 | 233.00000 1067.14| 135.00000 618.30| 155.00000 709.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0007 805-01815 8.000 EACH| 1500.00000 12000.00| 1800.00000 14400.00| 1500.00000 12000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0008 805-01842 3.000 EACH| 665.00000 1995.00| 550.00000 1650.00| 650.00000 1950.00 HANDHOLE, SIGNAL | | | 0009 805-01844 218.000 m | 40.50000 8829.00| 32.80000 7150.40| 30.00000 6540.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0010 805-02087 LUMP| 120.00000 120.00| 500.00000 500.00| 420.00000 420.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 721 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 146,569.95 ROUTE : SR2;49;17 & US 6 CALL ORDER : 721 CONTRACT ID : T -24488-A COUNTIES : MARSHALL LAPORTE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT PORTER SET-ASIDE : ==================================================================================================================================== |(1) 35-1657131 |(2) 62-1339540 |(3) 74-2851603 |MICHIANA CONTRACTING |HAWK ENTERPRISES, INC. |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 805-78010 2.000 EACH| 730.00000 1460.00| 1500.00000 3000.00| 880.00000 1760.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0012 805-78100 3.000 EACH| 7150.00000 21450.00| 6720.00000 20160.00| 7500.00000 22500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0013 805-78190 8.000 EACH| 210.00000 1680.00| 220.00000 1760.00| 210.00000 1680.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0014 805-78195 6.000 EACH| 210.00000 1260.00| 225.00000 1350.00| 210.00000 1260.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0015 805-78205 8.000 EACH| 365.00000 2920.00| 400.00000 3200.00| 450.00000 3600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0016 805-78215 2.000 EACH| 365.00000 730.00| 410.00000 820.00| 460.00000 920.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0017 805-78415 6.000 EACH| 1575.00000 9450.00| 1000.00000 6000.00| 1580.00000 9480.00 SPAN, CATENARY, AND TETHER | | | 0018 805-78420 6.000 EACH| 175.00000 1050.00| 250.00000 1500.00| 300.00000 1800.00 DISCONNECT HANGER | | | 0019 805-78445 3.000 EACH| 470.00000 1410.00| 450.00000 1350.00| 400.00000 1200.00 SIGNAL SERVICE | | | 0020 805-78467 125.000 m | 4.55000 568.75| 4.92000 615.00| 4.50000 562.50 SIGNAL CABLE, 3C 8GA. | | | 0021 805-78470 1900.000 m | 0.40000 760.00| 0.89000 1691.00| 1.00000 1900.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78480 300.000 m | 2.75000 825.00| 1.97000 591.00| 2.90000 870.00 SIGNAL CABLE, 3C 14GA. | | | 0023 805-78485 266.000 m | 3.15000 837.90| 3.28000 872.48| 3.10000 824.60 SIGNAL CABLE, 5C 14GA. | | | 0024 805-78490 305.000 m | 3.60000 1098.00| 3.60000 1098.00| 3.60000 1098.00 SIGNAL CABLE, 7C 14GA. | | | 0025 805-78510 1850.000 m | 2.75000 5087.50| 1.97000 3644.50| 3.10000 5735.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0026 805-78785 14.000 EACH| 430.00000 6020.00| 380.00000 5320.00| 350.00000 4900.00 SIGNAL DETECTOR HOUSING | | | 0027 805-78795 462.000 m | 23.00000 10626.00| 29.52000 13638.24| 31.00000 14322.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 805-81032 8.000 EACH| 2030.00000 16240.00| 2900.00000 23200.00| 2650.00000 21200.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 721 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 146,569.95 ROUTE : SR2;49;17 & US 6 CALL ORDER : 721 CONTRACT ID : T -24488-A COUNTIES : MARSHALL LAPORTE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT PORTER SET-ASIDE : ==================================================================================================================================== |(1) 35-1657131 |(2) 62-1339540 |(3) 74-2851603 |MICHIANA CONTRACTING |HAWK ENTERPRISES, INC. |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 805-92504 8.000 EACH| 225.00000 1800.00| 200.00000 1600.00| 300.00000 2400.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0030 805-97505 2.000 EACH| 890.00000 1780.00| 700.00000 1400.00| 600.00000 1200.00 MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0031 808-06716 124.700 m | 2.00000 249.40| 1.64000 204.51| 1.80000 224.46 LINE, REMOVE | | | 0032 808-75297 122.700 m | 20.00000 2454.00| 16.40000 2012.28| 18.00000 2208.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0033 808-75320 14.000 EACH| 50.00000 700.00| 40.00000 560.00| 44.00000 616.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 12.000 EACH| 80.00000 960.00| 65.00000 780.00| 71.50000 858.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0035 808-06703 30.000 m | 1.30000 39.00| 1.05000 31.50| 1.20000 36.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0036 808-75278 120.000 m | 6.50000 780.00| 5.25000 630.00| 5.80000 696.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0037 808-02157 17.000 EACH| 10.30000 175.10| 8.37000 142.29| 9.20000 156.40 PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0038 802-02489 8.000 m | 26.50000 212.00| 32.80000 262.40| 20.30000 162.40 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | SECTION TOTALS | $ 132,713.79| $ 135,353.50| $ 141,509.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 132,713.79| $ 135,353.50| $ 141,509.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 721 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 146,569.95 ROUTE : SR2;49;17 & US 6 CALL ORDER : 721 CONTRACT ID : T -24488-A COUNTIES : MARSHALL LAPORTE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT PORTER SET-ASIDE : ==================================================================================================================================== |(4) 35-1416052 |(5) 35-1426973 | |LIGHTS & SIGNALS, INC. |MARS ELECTRIC CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FLASHING BEACON MODERNIZATION | | | 0001 105-06790 5.000 MOS | 1100.00000 5500.00| 916.44000 4582.20| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 6000.00000 6000.00| 7333.16000 7333.16| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-78515 LUMP| 1500.00000 1500.00| 3237.41000 3237.41| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0004 801-06640 36.000 EACH| 135.00000 4860.00| 43.55000 1567.80| CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 2000.00000 2000.00| 3410.76000 3410.76| MAINTAINING TRAFFIC | | | 0006 802-76035 4.580 m2 | 160.00000 732.80| 206.41000 945.36| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0007 805-01815 8.000 EACH| 1600.00000 12800.00| 1825.26000 14602.08| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0008 805-01842 3.000 EACH| 600.00000 1800.00| 622.12000 1866.36| HANDHOLE, SIGNAL | | | 0009 805-01844 218.000 m | 28.00000 6104.00| 29.23000 6372.14| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0010 805-02087 LUMP| 1000.00000 1000.00| 1386.75000 1386.75| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0011 805-78010 2.000 EACH| 1100.00000 2200.00| 1586.76000 3173.52| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0012 805-78100 3.000 EACH| 8000.00000 24000.00| 8123.16000 24369.48| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0013 805-78190 8.000 EACH| 200.00000 1600.00| 375.31000 3002.48| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0014 805-78195 6.000 EACH| 200.00000 1200.00| 375.31000 2251.86| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0015 805-78205 8.000 EACH| 450.00000 3600.00| 436.06000 3488.48| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0016 805-78215 2.000 EACH| 450.00000 900.00| 528.83000 1057.66| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 721 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 146,569.95 ROUTE : SR2;49;17 & US 6 CALL ORDER : 721 CONTRACT ID : T -24488-A COUNTIES : MARSHALL LAPORTE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT PORTER SET-ASIDE : ==================================================================================================================================== |(4) 35-1416052 |(5) 35-1426973 | |LIGHTS & SIGNALS, INC. |MARS ELECTRIC CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 805-78415 6.000 EACH| 1600.00000 9600.00| 1109.32000 6655.92| SPAN, CATENARY, AND TETHER | | | 0018 805-78420 6.000 EACH| 250.00000 1500.00| 250.64000 1503.84| DISCONNECT HANGER | | | 0019 805-78445 3.000 EACH| 500.00000 1500.00| 523.66000 1570.98| SIGNAL SERVICE | | | 0020 805-78467 125.000 m | 4.00000 500.00| 5.89000 736.25| SIGNAL CABLE, 3C 8GA. | | | 0021 805-78470 1900.000 m | 0.70000 1330.00| 1.01000 1919.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78480 300.000 m | 2.70000 810.00| 4.83000 1449.00| SIGNAL CABLE, 3C 14GA. | | | 0023 805-78485 266.000 m | 2.95000 784.70| 6.69000 1779.54| SIGNAL CABLE, 5C 14GA. | | | 0024 805-78490 305.000 m | 3.50000 1067.50| 5.37000 1637.85| SIGNAL CABLE, 7C 14GA. | | | 0025 805-78510 1850.000 m | 2.50000 4625.00| 2.42000 4477.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0026 805-78785 14.000 EACH| 475.00000 6650.00| 592.57000 8295.98| SIGNAL DETECTOR HOUSING | | | 0027 805-78795 462.000 m | 28.00000 12936.00| 24.60000 11365.20| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 805-81032 8.000 EACH| 2500.00000 20000.00| 2693.02000 21544.16| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0029 805-92504 8.000 EACH| 275.00000 2200.00| 219.93000 1759.44| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0030 805-97505 2.000 EACH| 400.00000 800.00| 596.98000 1193.96| MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0031 808-06716 124.700 m | 1.75000 218.23| 3.31000 412.76| LINE, REMOVE | | | 0032 808-75297 122.700 m | 18.00000 2208.60| 13.79000 1692.03| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0033 808-75320 14.000 EACH| 45.00000 630.00| 71.66000 1003.24| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 12.000 EACH| 70.00000 840.00| 93.71000 1124.52| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0035 808-06703 30.000 m | 1.50000 45.00| 4.53000 135.90| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 721 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 146,569.95 ROUTE : SR2;49;17 & US 6 CALL ORDER : 721 CONTRACT ID : T -24488-A COUNTIES : MARSHALL LAPORTE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT PORTER SET-ASIDE : ==================================================================================================================================== |(4) 35-1416052 |(5) 35-1426973 | |LIGHTS & SIGNALS, INC. |MARS ELECTRIC CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75278 120.000 m | 5.50000 660.00| 7.20000 864.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0037 808-02157 17.000 EACH| 10.00000 170.00| 55.13000 937.21| PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0038 802-02489 8.000 m | 28.00000 224.00| 36.84000 294.72| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | SECTION TOTALS | $ 145,095.83| $ 155,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 145,095.83| $ 155,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 731 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 883,324.35 ROUTE : I-465 AND I-70 CALL ORDER : 731 CONTRACT ID : T -24491-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/27/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 000C517 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1262778 MIDWESTERN ELECTRIC $ 677,545.30 100.0000% 2 35-0392360 HOOSIER COMPANY, INC. $ 680,136.04 100.3823% 3 35-0821499 DREW, JAMES H. CORPORATION $ 697,782.27 102.9868% 4 35-1710202 SIGNAL CONSTRUCTION, INC. $ 748,536.00 110.4776% 5 74-2851603 QUANTA SERVICES, INC. $ 749,385.00 110.6029% ==================================================================================================================================== |(1) 35-1262778 |(2) 35-0392360 |(3) 35-0821499 |MIDWESTERN ELECTRIC |HOOSIER COMPANY, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 OVERHEAD SIGN INSTALLATION | | | 0001 105-01925 9.000 MOS | 900.00000 8100.00| 1045.79000 9412.11| 1750.00000 15750.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 894.66000 894.66| 1723.11000 1723.11 CONSTRUCTION ENGINEERING | | | 0003 108-06112 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 1723.11000 1723.11 SYSTEM DOCUMENTATION | | | 0004 110-01001 LUMP| 8500.00000 8500.00| 13172.09000 13172.09| 5223.11000 5223.11 MOBILIZATION AND DEMOBILIZATION | | | 0005 203-91878 170.000 m | 210.00000 35700.00| 187.73000 31914.10| 190.66000 32412.20 LINEAR DITCH GRADING | | | 0006 601-06233 2.000 EACH| 7680.00000 15360.00| 6846.00000 13692.00| 7350.00000 14700.00 IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0007 601-06416 1.000 EACH| 955.00000 955.00| 819.37000 819.37| 580.00000 580.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, 110 km/h | | | 0008 715-05756 170.000 m | 110.00000 18700.00| 75.10000 12767.00| 44.33000 7536.10 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0009 730-97559 1.000 EACH| 5000.00000 5000.00| 4369.27000 4369.27| 5023.11000 5023.11 GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0010 801-04945 5.000 EACH| 4800.00000 24000.00| 4118.76000 20593.80| 4606.77000 23033.85 ARIES CONTROLLER | | | 0011 801-06640 16.000 EACH| 100.00000 1600.00| 88.43000 1414.88| 89.25000 1428.00 CONSTRUCTION SIGN, A | | | 0012 801-06710 15.000 DAY | 45.00000 675.00| 31.21000 468.15| 20.00000 300.00 FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 6500.00000 6500.00| 10512.18000 10512.18| 6478.21000 6478.21 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 731 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 883,324.35 ROUTE : I-465 AND I-70 CALL ORDER : 731 CONTRACT ID : T -24491-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1262778 |(2) 35-0392360 |(3) 35-0821499 |MIDWESTERN ELECTRIC |HOOSIER COMPANY, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-99049 5.000 EACH| 91520.00000 457600.00| 90120.67000 450603.35| 95846.23000 479231.15 CHANGEABLE MESSAGE SIGN, OVERHEAD | | | 0015 802-02489 60.000 m | 28.00000 1680.00| 35.14000 2108.40| 36.66000 2199.60 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0016 802-76025 9.000 m2 | 185.00000 1665.00| 202.80000 1825.20| 301.60000 2714.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0017 803-02310 1078.000 kg | 2.35000 2533.30| 1.01000 1088.78| 1.98000 2134.44 REINFORCING STEEL, SIGN FOUNDATION | | | 0018 803-06031 34.400 m3 | 510.00000 17544.00| 1037.49000 35689.66| 940.48000 32352.51 SIGN FOUNDATIONS, CONCRETE | | | 0019 803-76150 3.000 EACH| 11000.00000 33000.00| 10269.51000 30808.53| 11378.11000 34134.33 OVERHEAD SIGN STRUCTURE, TWINCANTILEVER,| | | DOUBLE ARM | | | 0020 805-05594 215.000 m | 6.00000 1290.00| 8.23000 1769.45| 1.98000 425.70 COMMUNICATION CABLE, VOICE GRADE | | | 0021 805-06592 455.000 m | 36.00000 16380.00| 41.27000 18777.85| 27.09000 12325.95 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0022 805-90736 5.000 EACH| 580.00000 2900.00| 421.43000 2107.15| 591.77000 2958.85 TELEPHONE MODEM | | | 0023 805-98336 380.000 m | 13.85000 5263.00| 14.11000 5361.80| 20.20000 7676.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0024 807-04652 2.000 EACH| 1100.00000 2200.00| 1190.68000 2381.36| 771.05000 1542.10 SERVICE POINT | | | 0025 807-04652 1.000 EACH| 1200.00000 1200.00| 958.93000 958.93| 688.55000 688.55 SERVICE POINT , UNDERGROUND FEED | | | 0026 807-78590 7.000 EACH| 600.00000 4200.00| 803.71000 5625.97| 498.27000 3487.89 HANDHOLE | | | SECTION TOTALS | $ 677,545.30| $ 680,136.04| $ 697,782.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 677,545.30| $ 680,136.04| $ 697,782.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 731 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 883,324.35 ROUTE : I-465 AND I-70 CALL ORDER : 731 CONTRACT ID : T -24491-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1710202 |(5) 74-2851603 | |SIGNAL CONSTRUCTION, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 OVERHEAD SIGN INSTALLATION | | | 0001 105-01925 9.000 MOS | 850.00000 7650.00| 450.00000 4050.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| CONSTRUCTION ENGINEERING | | | 0003 108-06112 LUMP| 500.00000 500.00| 8040.00000 8040.00| SYSTEM DOCUMENTATION | | | 0004 110-01001 LUMP| 10000.00000 10000.00| 37000.00000 37000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 203-91878 170.000 m | 190.00000 32300.00| 38.70000 6579.00| LINEAR DITCH GRADING | | | 0006 601-06233 2.000 EACH| 7500.00000 15000.00| 35000.00000 70000.00| IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0007 601-06416 1.000 EACH| 950.00000 950.00| 12000.00000 12000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, 110 km/h | | | 0008 715-05756 170.000 m | 72.50000 12325.00| 26.50000 4505.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0009 730-97559 1.000 EACH| 4600.00000 4600.00| 4480.00000 4480.00| GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0010 801-04945 5.000 EACH| 5300.00000 26500.00| 5000.00000 25000.00| ARIES CONTROLLER | | | 0011 801-06640 16.000 EACH| 80.00000 1280.00| 100.00000 1600.00| CONSTRUCTION SIGN, A | | | 0012 801-06710 15.000 DAY | 60.00000 900.00| 50.00000 750.00| FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 7500.00000 7500.00| 5250.00000 5250.00| MAINTAINING TRAFFIC | | | 0014 801-99049 5.000 EACH| 100000.00000 500000.00| 93200.00000 466000.00| CHANGEABLE MESSAGE SIGN, OVERHEAD | | | 0015 802-02489 60.000 m | 40.00000 2400.00| 26.00000 1560.00| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0016 802-76025 9.000 m2 | 220.00000 1980.00| 150.00000 1350.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0017 803-02310 1078.000 kg | 2.00000 2156.00| 2.00000 2156.00| REINFORCING STEEL, SIGN FOUNDATION | | | 0018 803-06031 34.400 m3 | 775.00000 26660.00| 650.00000 22360.00| SIGN FOUNDATIONS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 731 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 883,324.35 ROUTE : I-465 AND I-70 CALL ORDER : 731 CONTRACT ID : T -24491-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1710202 |(5) 74-2851603 | |SIGNAL CONSTRUCTION, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 803-76150 3.000 EACH| 20000.00000 60000.00| 14300.00000 42900.00| OVERHEAD SIGN STRUCTURE, TWINCANTILEVER,| | | DOUBLE ARM | | | 0020 805-05594 215.000 m | 9.00000 1935.00| 8.00000 1720.00| COMMUNICATION CABLE, VOICE GRADE | | | 0021 805-06592 455.000 m | 20.00000 9100.00| 33.00000 15015.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0022 805-90736 5.000 EACH| 500.00000 2500.00| 680.00000 3400.00| TELEPHONE MODEM | | | 0023 805-98336 380.000 m | 15.00000 5700.00| 14.00000 5320.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0024 807-04652 2.000 EACH| 3000.00000 6000.00| 850.00000 1700.00| SERVICE POINT | | | 0025 807-04652 1.000 EACH| 3000.00000 3000.00| 600.00000 600.00| SERVICE POINT , UNDERGROUND FEED | | | 0026 807-78590 7.000 EACH| 800.00000 5600.00| 650.00000 4550.00| HANDHOLE | | | SECTION TOTALS | $ 748,536.00| $ 749,385.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 748,536.00| $ 749,385.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 741 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,707.05 ROUTE : US 6,SR 15 & SR 19 CALL ORDER : 741 CONTRACT ID : T -24499-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 212700S 179600F 179600F OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1657131 MICHIANA CONTRACTING $ 191,646.05 100.0000% 2 74-2851603 QUANTA SERVICES, INC. $ 199,000.00 103.8372% 3 35-1416052 LIGHTS & SIGNALS, INC. $ 226,122.60 117.9897% 4 35-1426973 MARS ELECTRIC CO $ 347,648.20 181.4011% ==================================================================================================================================== |(1) 35-1657131 |(2) 74-2851603 |(3) 35-1416052 |MICHIANA CONTRACTING |QUANTA SERVICES, INC. |LIGHTS & SIGNALS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06790 4.000 MOS | 1050.00000 4200.00| 500.00000 2000.00| 1100.00000 4400.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 9300.00000 9300.00| 9900.00000 9900.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-78515 LUMP| 555.00000 555.00| 2100.00000 2100.00| 2500.00000 2500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0004 604-06070 16.000 m2 | 50.00000 800.00| 52.00000 832.00| 60.00000 960.00 SIDEWALK, CONCRETE | | | 0005 605-06120 15.700 m | 100.00000 1570.00| 42.00000 659.40| 85.00000 1334.50 CURB, CONCRETE | | | 0006 801-06640 56.000 EACH| 115.00000 6440.00| 80.00000 4480.00| 100.00000 5600.00 CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 1625.00000 1625.00| 2055.67000 2055.67| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0008 802-76035 15.000 m2 | 260.00000 3900.00| 150.00000 2250.00| 190.00000 2850.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0009 805-01815 2.000 EACH| 1150.00000 2300.00| 1450.00000 2900.00| 1600.00000 3200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0010 805-01842 14.000 EACH| 665.00000 9310.00| 650.00000 9100.00| 600.00000 8400.00 HANDHOLE, SIGNAL | | | 0011 805-01844 521.400 m | 40.00000 20856.00| 32.00000 16684.80| 28.00000 14599.20 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 741 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,707.05 ROUTE : US 6,SR 15 & SR 19 CALL ORDER : 741 CONTRACT ID : T -24499-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1657131 |(2) 74-2851603 |(3) 35-1416052 |MICHIANA CONTRACTING |QUANTA SERVICES, INC. |LIGHTS & SIGNALS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 805-02087 LUMP| 120.00000 120.00| 870.00000 870.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0013 805-02262 LUMP| 1585.00000 1585.00| 2100.00000 2100.00| 7000.00000 7000.00 FLASHER INSTALLATION | | | 0014 805-03370 16.000 EACH| 340.00000 5440.00| 420.00000 6720.00| 425.00000 6800.00 PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 460 mm | | | 0015 805-05698 6.000 EACH| 550.00000 3300.00| 750.00000 4500.00| 1300.00000 7800.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0016 805-06596 5.000 EACH| 2000.00000 10000.00| 2120.00000 10600.00| 2900.00000 14500.00 SIGNAL CANTILEVER STRUCTURE, 8 m ARM | | | 0017 805-06597 4.000 EACH| 2235.00000 8940.00| 2380.00000 9520.00| 2900.00000 11600.00 SIGNAL CANTILEVER STRUCTURE, 9 m ARM | | | 0018 805-78100 4.000 EACH| 7375.00000 29500.00| 7450.00000 29800.00| 8500.00000 34000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0019 805-78190 4.000 EACH| 210.00000 840.00| 210.00000 840.00| 250.00000 1000.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0020 805-78195 4.000 EACH| 210.00000 840.00| 210.00000 840.00| 250.00000 1000.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0021 805-78205 16.000 EACH| 400.00000 6400.00| 420.00000 6720.00| 450.00000 7200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0022 805-78230 2.000 EACH| 645.00000 1290.00| 650.00000 1300.00| 650.00000 1300.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0023 805-78415 1.000 EACH| 1480.00000 1480.00| 1650.00000 1650.00| 1600.00000 1600.00 SPAN, CATENARY, AND TETHER | | | 0024 805-78420 1.000 EACH| 175.00000 175.00| 300.00000 300.00| 300.00000 300.00 DISCONNECT HANGER | | | 0025 805-78445 5.000 EACH| 470.00000 2350.00| 400.00000 2000.00| 500.00000 2500.00 SIGNAL SERVICE | | | 0026 805-78467 128.000 m | 4.55000 582.40| 4.50000 576.00| 4.00000 512.00 SIGNAL CABLE, 3C 8GA. | | | 0027 805-78470 2354.000 m | 0.40000 941.60| 1.00000 2354.00| 0.70000 1647.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0028 805-78480 189.000 m | 2.75000 519.75| 2.80000 529.20| 2.70000 510.30 SIGNAL CABLE, 3C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 741 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,707.05 ROUTE : US 6,SR 15 & SR 19 CALL ORDER : 741 CONTRACT ID : T -24499-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1657131 |(2) 74-2851603 |(3) 35-1416052 |MICHIANA CONTRACTING |QUANTA SERVICES, INC. |LIGHTS & SIGNALS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 805-78485 2376.000 m | 3.15000 7484.40| 3.00000 7128.00| 2.95000 7009.20 SIGNAL CABLE, 5C 14GA. | | | 0030 805-78490 264.000 m | 3.60000 950.40| 4.00000 1056.00| 3.50000 924.00 SIGNAL CABLE, 7C 14GA. | | | 0031 805-78510 756.000 m | 2.75000 2079.00| 3.00000 2268.00| 2.50000 1890.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0032 805-78785 12.000 EACH| 430.00000 5160.00| 350.00000 4200.00| 525.00000 6300.00 SIGNAL DETECTOR HOUSING | | | 0033 805-78795 515.800 m | 19.50000 10058.10| 31.00000 15989.80| 28.00000 14442.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0034 805-78930 1.000 EACH| 520.00000 520.00| 550.00000 550.00| 500.00000 500.00 CONTROLLER CABINET FOUNDATION, M | | | 0035 805-92504 11.000 EACH| 225.00000 2475.00| 300.00000 3300.00| 325.00000 3575.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0036 805-93755 1.000 EACH| 450.00000 450.00| 500.00000 500.00| 400.00000 400.00 SIGNAL, POLE, WOOD, 5, 9.2 m | | | 0037 805-97509 1.000 EACH| 800.00000 800.00| 620.00000 620.00| 450.00000 450.00 MODIFY M FOUNDATION TO P1 FOUNDATION | | | 0038 808-75297 89.000 m | 20.00000 1780.00| 8.80000 783.20| 15.00000 1335.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75300 438.000 m | 3.10000 1357.80| 2.50000 1095.00| 4.00000 1752.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0040 808-75320 24.000 EACH| 55.35000 1328.40| 59.00000 1416.00| 75.00000 1800.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75325 6.000 EACH| 85.00000 510.00| 77.00000 462.00| 95.00000 570.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0042 805-78925 2.000 EACH| 580.00000 1160.00| 650.00000 1300.00| 500.00000 1000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0043 805-06362 1.000 EACH| 2540.00000 2540.00| 3200.00000 3200.00| 3900.00000 3900.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 8.0m SIGNAL M. ARM, 4.6m LUM. M. ARM | | | 0044 805-78370 4.000 EACH| 65.00000 260.00| 100.00000 400.00| 60.00000 240.00 PEDESTRIAN PUSH BUTTON | | | 0045 805-04782 1.000 EACH| 10950.00000 10950.00| 13460.00000 13460.00| 11000.00000 11000.00 VIDEO VEHICLE DETECTOR SYSTEM , SOLO | | | 0046 604-06069 11.720 m2 | 60.00000 703.20| 42.40000 496.93| 85.00000 996.20 CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 741 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,707.05 ROUTE : US 6,SR 15 & SR 19 CALL ORDER : 741 CONTRACT ID : T -24499-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1657131 |(2) 74-2851603 |(3) 35-1416052 |MICHIANA CONTRACTING |QUANTA SERVICES, INC. |LIGHTS & SIGNALS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 805-01816 4.000 EACH| 755.00000 3020.00| 850.00000 3400.00| 1300.00000 5200.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0048 805-78215 7.000 EACH| 400.00000 2800.00| 450.00000 3150.00| 450.00000 3150.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0049 808-75272 5.000 m | 20.00000 100.00| 8.80000 44.00| 15.00000 75.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | SECTION TOTALS | $ 191,646.05| $ 199,000.00| $ 226,122.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 191,646.05| $ 199,000.00| $ 226,122.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 741 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,707.05 ROUTE : US 6,SR 15 & SR 19 CALL ORDER : 741 CONTRACT ID : T -24499-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1426973 | | |MARS ELECTRIC CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06790 4.000 MOS | 2500.00000 10000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-78515 LUMP| 7000.00000 7000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0004 604-06070 16.000 m2 | 65.70000 1051.20| | SIDEWALK, CONCRETE | | | 0005 605-06120 15.700 m | 80.00000 1256.00| | CURB, CONCRETE | | | 0006 801-06640 56.000 EACH| 150.00000 8400.00| | CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 9500.00000 9500.00| | MAINTAINING TRAFFIC | | | 0008 802-76035 15.000 m2 | 30.00000 450.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0009 805-01815 2.000 EACH| 2800.00000 5600.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0010 805-01842 14.000 EACH| 800.00000 11200.00| | HANDHOLE, SIGNAL | | | 0011 805-01844 521.400 m | 30.00000 15642.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0012 805-02087 LUMP| 5500.00000 5500.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0013 805-02262 LUMP| 4500.00000 4500.00| | FLASHER INSTALLATION | | | 0014 805-03370 16.000 EACH| 575.00000 9200.00| | PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 460 mm | | | 0015 805-05698 6.000 EACH| 1000.00000 6000.00| | SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0016 805-06596 5.000 EACH| 7500.00000 37500.00| | SIGNAL CANTILEVER STRUCTURE, 8 m ARM | | | 0017 805-06597 4.000 EACH| 8200.00000 32800.00| | SIGNAL CANTILEVER STRUCTURE, 9 m ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 741 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,707.05 ROUTE : US 6,SR 15 & SR 19 CALL ORDER : 741 CONTRACT ID : T -24499-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1426973 | | |MARS ELECTRIC CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 805-78100 4.000 EACH| 9800.00000 39200.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0019 805-78190 4.000 EACH| 450.00000 1800.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0020 805-78195 4.000 EACH| 450.00000 1800.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0021 805-78205 16.000 EACH| 650.00000 10400.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0022 805-78230 2.000 EACH| 875.00000 1750.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0023 805-78415 1.000 EACH| 1900.00000 1900.00| | SPAN, CATENARY, AND TETHER | | | 0024 805-78420 1.000 EACH| 550.00000 550.00| | DISCONNECT HANGER | | | 0025 805-78445 5.000 EACH| 750.00000 3750.00| | SIGNAL SERVICE | | | 0026 805-78467 128.000 m | 7.50000 960.00| | SIGNAL CABLE, 3C 8GA. | | | 0027 805-78470 2354.000 m | 1.90000 4472.60| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0028 805-78480 189.000 m | 4.20000 793.80| | SIGNAL CABLE, 3C 14GA. | | | 0029 805-78485 2376.000 m | 4.20000 9979.20| | SIGNAL CABLE, 5C 14GA. | | | 0030 805-78490 264.000 m | 5.40000 1425.60| | SIGNAL CABLE, 7C 14GA. | | | 0031 805-78510 756.000 m | 5.40000 4082.40| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0032 805-78785 12.000 EACH| 850.00000 10200.00| | SIGNAL DETECTOR HOUSING | | | 0033 805-78795 515.800 m | 40.00000 20632.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0034 805-78930 1.000 EACH| 900.00000 900.00| | CONTROLLER CABINET FOUNDATION, M | | | 0035 805-92504 11.000 EACH| 400.00000 4400.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0036 805-93755 1.000 EACH| 950.00000 950.00| | SIGNAL, POLE, WOOD, 5, 9.2 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 741 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,707.05 ROUTE : US 6,SR 15 & SR 19 CALL ORDER : 741 CONTRACT ID : T -24499-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1426973 | | |MARS ELECTRIC CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 805-97509 1.000 EACH| 900.00000 900.00| | MODIFY M FOUNDATION TO P1 FOUNDATION | | | 0038 808-75297 89.000 m | 21.00000 1869.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75300 438.000 m | 4.50000 1971.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0040 808-75320 24.000 EACH| 50.00000 1200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75325 6.000 EACH| 90.00000 540.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0042 805-78925 2.000 EACH| 1200.00000 2400.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0043 805-06362 1.000 EACH| 4500.00000 4500.00| | SIGNAL AND LIGHTING COMBINATION POLE , | | | 8.0m SIGNAL M. ARM, 4.6m LUM. M. ARM | | | 0044 805-78370 4.000 EACH| 250.00000 1000.00| | PEDESTRIAN PUSH BUTTON | | | 0045 805-04782 1.000 EACH| 18000.00000 18000.00| | VIDEO VEHICLE DETECTOR SYSTEM , SOLO | | | 0046 604-06069 11.720 m2 | 95.00000 1113.40| | CURB RAMP, CONCRETE | | | 0047 805-01816 4.000 EACH| 2400.00000 9600.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0048 805-78215 7.000 EACH| 550.00000 3850.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0049 808-75272 5.000 m | 32.00000 160.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | SECTION TOTALS | $ 347,648.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,648.20| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 751 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,256.62 ROUTE : SR 9 CALL ORDER : 751 CONTRACT ID : T -24500-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1777007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 59,642.24 100.0000% 2 74-2851603 QUANTA SERVICES, INC. $ 60,000.00 100.5998% 3 35-2046222 MORPHEY CONSTRUCTION, INC. $ 64,684.35 108.4539% 4 35-1710202 SIGNAL CONSTRUCTION, INC. $ 65,882.35 110.4625% 5 35-0392360 HOOSIER COMPANY, INC. $ 108,646.42 182.1635% ==================================================================================================================================== |(1) 35-0821499 |(2) 74-2851603 |(3) 35-2046222 |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. |MORPHEY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW SIGN INSTALLATION | | | 0001 202-03783 1.000 EACH| 390.81000 390.81| 220.00000 220.00| 150.00000 150.00 SIGN, PANEL, REMOVE | | | 0002 202-74050 1.000 EACH| 390.81000 390.81| 300.00000 300.00| 200.00000 200.00 SIGN, OVERHEAD, REMOVE | | | 0003 202-74065 1.000 EACH| 1963.25000 1963.25| 1700.00000 1700.00| 3960.00000 3960.00 OVERHEAD SIGN STRUCTURE, TWIN TUBE | | | TRUSS, REMOVE | | | 0004 801-06640 12.000 EACH| 89.25000 1071.00| 100.00000 1200.00| 60.00000 720.00 CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 1563.25000 1563.25| 2000.00000 2000.00| 1344.00000 1344.00 MAINTAINING TRAFFIC | | | 0006 802-76015 41.450 m2 | 137.48000 5698.55| 145.00000 6010.25| 167.00000 6922.15 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0007 802-76025 5.130 m2 | 159.06000 815.98| 125.00000 641.25| 105.00000 538.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0008 802-76095 97.000 kg | 6.63000 643.11| 4.00000 388.00| 3.00000 291.00 STRUCTURAL STEEL, BREAKAWAY | | | 0009 803-02310 1307.000 kg | 1.86000 2431.02| 1.80000 2352.60| 2.25000 2940.75 REINFORCING STEEL, SIGN FOUNDATION | | | 0010 803-06031 15.060 m3 | 549.34000 8273.06| 450.00000 6777.00| 420.00000 6325.20 SIGN FOUNDATIONS, CONCRETE | | | 0011 803-76125 1.000 EACH| 6183.33000 6183.33| 5668.90000 5668.90| 6486.00000 6486.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0012 803-76140 2.000 EACH| 10873.28000 21746.56| 12000.00000 24000.00| 13270.00000 26540.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 751 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,256.62 ROUTE : SR 9 CALL ORDER : 751 CONTRACT ID : T -24500-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 74-2851603 |(3) 35-2046222 |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. |MORPHEY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 803-76175 7.300 m | 521.17000 3804.54| 600.00000 4380.00| 532.00000 3883.60 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0014 805-86925 4.000 EACH| 18.29000 73.16| 35.00000 140.00| 12.00000 48.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0015 805-86930 6.000 EACH| 7.35000 44.10| 15.00000 90.00| 8.00000 48.00 INSULATING LINK, NOT WATERPROOFED | | | 0016 805-86935 4.000 EACH| 18.18000 72.72| 35.00000 140.00| 17.00000 68.00 INSULATING LINK, WATERPROOFED | | | 0017 805-98335 70.000 m | 16.30000 1141.00| 13.00000 910.00| 18.00000 1260.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0018 807-78590 1.000 EACH| 330.59000 330.59| 650.00000 650.00| 675.00000 675.00 HANDHOLE | | | 0019 807-82016 2.000 EACH| 589.34000 1178.68| 400.00000 800.00| 340.00000 680.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0020 807-86790 4.000 EACH| 380.66000 1522.64| 340.00000 1360.00| 345.00000 1380.00 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0021 807-86910 2.000 EACH| 31.38000 62.76| 32.00000 64.00| 31.00000 62.00 CONNECTOR KIT, UNFUSED | | | 0022 807-86915 4.000 EACH| 32.48000 129.92| 37.00000 148.00| 32.00000 128.00 CONNECTOR KIT, FUSED | | | 0023 807-86950 2.000 EACH| 55.70000 111.40| 30.00000 60.00| 17.00000 34.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | SECTION TOTALS | $ 59,642.24| $ 60,000.00| $ 64,684.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 59,642.24| $ 60,000.00| $ 64,684.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 751 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,256.62 ROUTE : SR 9 CALL ORDER : 751 CONTRACT ID : T -24500-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1710202 |(5) 35-0392360 | |SIGNAL CONSTRUCTION, INC. |HOOSIER COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW SIGN INSTALLATION | | | 0001 202-03783 1.000 EACH| 250.00000 250.00| 2384.89000 2384.89| SIGN, PANEL, REMOVE | | | 0002 202-74050 1.000 EACH| 400.00000 400.00| 349.51000 349.51| SIGN, OVERHEAD, REMOVE | | | 0003 202-74065 1.000 EACH| 1500.00000 1500.00| 3725.59000 3725.59| OVERHEAD SIGN STRUCTURE, TWIN TUBE | | | TRUSS, REMOVE | | | 0004 801-06640 12.000 EACH| 75.00000 900.00| 56.83000 681.96| CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 1650.00000 1650.00| 649.61000 649.61| MAINTAINING TRAFFIC | | | 0006 802-76015 41.450 m2 | 285.00000 11813.25| 152.53000 6322.37| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0007 802-76025 5.130 m2 | 70.00000 359.10| 123.25000 632.27| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0008 802-76095 97.000 kg | 6.00000 582.00| 491.51000 47676.47| STRUCTURAL STEEL, BREAKAWAY | | | 0009 803-02310 1307.000 kg | 1.30000 1699.10| 1.01000 1320.07| REINFORCING STEEL, SIGN FOUNDATION | | | 0010 803-06031 15.060 m3 | 465.00000 7002.90| 589.87000 8883.44| SIGN FOUNDATIONS, CONCRETE | | | 0011 803-76125 1.000 EACH| 6000.00000 6000.00| 6131.63000 6131.63| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0012 803-76140 2.000 EACH| 12500.00000 25000.00| 10931.84000 21863.68| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0013 803-76175 7.300 m | 500.00000 3650.00| 471.33000 3440.71| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0014 805-86925 4.000 EACH| 12.00000 48.00| 17.72000 70.88| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0015 805-86930 6.000 EACH| 10.00000 60.00| 12.26000 73.56| INSULATING LINK, NOT WATERPROOFED | | | 0016 805-86935 4.000 EACH| 11.00000 44.00| 13.84000 55.36| INSULATING LINK, WATERPROOFED | | | 0017 805-98335 70.000 m | 22.00000 1540.00| 20.77000 1453.90| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 751 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,256.62 ROUTE : SR 9 CALL ORDER : 751 CONTRACT ID : T -24500-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1710202 |(5) 35-0392360 | |SIGNAL CONSTRUCTION, INC. |HOOSIER COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 807-78590 1.000 EACH| 600.00000 600.00| 507.38000 507.38| HANDHOLE | | | 0019 807-82016 2.000 EACH| 500.00000 1000.00| 516.03000 1032.06| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0020 807-86790 4.000 EACH| 385.00000 1540.00| 288.61000 1154.44| LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0021 807-86910 2.000 EACH| 35.00000 70.00| 29.36000 58.72| CONNECTOR KIT, UNFUSED | | | 0022 807-86915 4.000 EACH| 36.00000 144.00| 30.46000 121.84| CONNECTOR KIT, FUSED | | | 0023 807-86950 2.000 EACH| 15.00000 30.00| 28.04000 56.08| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | SECTION TOTALS | $ 65,882.35| $ 108,646.42| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 65,882.35| $ 108,646.42| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 761 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,113.38 ROUTE : NHS US 41 CALL ORDER : 761 CONTRACT ID : T -24605-A COUNTIES : KNOX LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0173026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 74-2851603 QUANTA SERVICES, INC. $ 300,000.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 306,307.83 102.1026% 3 35-1675187 HUMMEL ELECTRIC, INC. $ 320,487.37 106.8291% ==================================================================================================================================== |(1) 74-2851603 |(2) 35-0821499 |(3) 35-1675187 |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION |HUMMEL ELECTRIC, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HIGHWAY LIGHTING | | | 0001 105-06790 3.000 MOS | 950.00000 2850.00| 1850.00000 5550.00| 600.00000 1800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 363.60000 363.60| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 6408.76000 6408.76| 16024.37000 16024.37 MOBILIZATION AND DEMOBILIZATION | | | 0004 801-06640 16.000 EACH| 100.00000 1600.00| 89.25000 1428.00| 100.00000 1600.00 CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 1907.00000 1907.00| 1454.38000 1454.38| 1125.00000 1125.00 MAINTAINING TRAFFIC | | | 0006 805-06592 350.000 m | 33.00000 11550.00| 25.59000 8956.50| 32.81000 11483.50 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0007 805-86810 4.000 EACH| 3650.00000 14600.00| 3441.75000 13767.00| 2640.00000 10560.00 SERVICE POINT, II | | | 0008 805-86820 17.000 EACH| 450.00000 7650.00| 551.48000 9375.16| 525.00000 8925.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0009 805-86889 600.000 m | 1.00000 600.00| 1.41000 846.00| 1.00000 600.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0010 805-86920 47.000 EACH| 15.00000 705.00| 8.13000 382.11| 22.00000 1034.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0011 805-86925 16.000 EACH| 35.00000 560.00| 17.64000 282.24| 34.00000 544.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0012 805-86930 52.000 EACH| 15.00000 780.00| 6.92000 359.84| 12.00000 624.00 INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 761 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,113.38 ROUTE : NHS US 41 CALL ORDER : 761 CONTRACT ID : T -24605-A COUNTIES : KNOX LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 74-2851603 |(2) 35-0821499 |(3) 35-1675187 |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION |HUMMEL ELECTRIC, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 805-86935 20.000 EACH| 35.00000 700.00| 17.26000 345.20| 27.00000 540.00 INSULATING LINK, WATERPROOFED | | | 0014 805-86955 17.000 EACH| 40.00000 680.00| 183.94000 3126.98| 65.00000 1105.00 CABLE DUCT MARKER | | | 0015 805-98335 3100.000 m | 12.00000 37200.00| 14.82000 45942.00| 13.00000 40300.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0016 805-98336 350.000 m | 12.00000 4200.00| 15.70000 5495.00| 13.00000 4550.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0017 807-04309 1.000 EACH| 3000.00000 3000.00| 1737.26000 1737.26| 2000.00000 2000.00 PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0018 807-06662 3.000 EACH| 4500.00000 13500.00| 5921.57000 17764.71| 10000.00000 30000.00 CONCRETE FOUNDATION WITH GROUNDING, | | | 1820 DIA. X 6100 mm | | | 0019 807-78590 4.000 EACH| 650.00000 2600.00| 3317.53000 13270.12| 600.00000 2400.00 HANDHOLE | | | 0020 807-82054 2.000 EACH| 2220.00000 4440.00| 2114.38000 4228.76| 1675.00000 3350.00 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0021 807-82400 7.000 EACH| 14100.00000 98700.00| 13601.38000 95209.66| 15000.00000 105000.00 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0022 807-84752 6.000 EACH| 1250.00000 7500.00| 987.43000 5924.58| 1168.75000 7012.50 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0023 807-84760 2.000 EACH| 1370.00000 2740.00| 1061.13000 2122.26| 1231.25000 2462.50 LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0024 807-84804 2.000 EACH| 1380.00000 2760.00| 1056.73000 2113.46| 1247.50000 2495.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0025 807-84814 7.000 EACH| 1500.00000 10500.00| 1131.53000 7920.71| 1300.00000 9100.00 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0026 807-86620 17.000 EACH| 250.00000 4250.00| 243.22000 4134.74| 210.00000 3570.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0027 807-86665 42.000 EACH| 620.00000 26040.00| 472.26000 19834.92| 531.25000 22312.50 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0028 807-86750 8.000 EACH| 300.00000 2400.00| 375.22000 3001.76| 367.75000 2942.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 761 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,113.38 ROUTE : NHS US 41 CALL ORDER : 761 CONTRACT ID : T -24605-A COUNTIES : KNOX LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 74-2851603 |(2) 35-0821499 |(3) 35-1675187 |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION |HUMMEL ELECTRIC, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 807-86830 4.000 EACH| 4135.00000 16540.00| 5261.57000 21046.28| 5600.00000 22400.00 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0030 807-86910 25.000 EACH| 32.00000 800.00| 30.73000 768.25| 32.00000 800.00 CONNECTOR KIT, UNFUSED | | | 0031 807-86915 33.000 EACH| 36.00000 1188.00| 31.83000 1050.39| 36.00000 1188.00 CONNECTOR KIT, FUSED | | | 0032 807-86950 40.000 EACH| 24.00000 960.00| 52.43000 2097.20| 16.00000 640.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | SECTION TOTALS | $ 300,000.00| $ 306,307.83| $ 320,487.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 300,000.00| $ 306,307.83| $ 320,487.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 771 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 67,982.58 ROUTE : SR 65 CALL ORDER : 771 CONTRACT ID : T -24606-A COUNTIES : POSEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4565002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 45,347.41 100.0000% 2 74-2851603 QUANTA SERVICES, INC. $ 49,000.00 108.0546% 3 35-1675187 HUMMEL ELECTRIC, INC. $ 50,574.74 111.5272% ==================================================================================================================================== |(1) 35-0821499 |(2) 74-2851603 |(3) 35-1675187 |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. |HUMMEL ELECTRIC, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 OVERHEAD SIGN INSTALLATION | | | 0001 110-01001 LUMP| 1509.04000 1509.04| 2400.00000 2400.00| 2528.74000 2528.74 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-74045 9.000 EACH| 90.54000 814.86| 12.00000 108.00| 15.00000 135.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0003 601-06037 5.000 EACH| 593.25000 2966.25| 780.00000 3900.00| 750.00000 3750.00 GUARDRAIL END TREATMENT, I | | | 0004 601-99105 61.000 m | 41.06000 2504.66| 47.00000 2867.00| 62.50000 3812.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0005 601-99106 105.400 m | 59.22000 6241.79| 82.00000 8642.80| 100.00000 10540.00 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0006 801-06640 12.000 EACH| 89.25000 1071.00| 100.00000 1200.00| 100.00000 1200.00 CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 2173.02000 2173.02| 2130.75000 2130.75| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0008 802-02293 7.060 m3 | 779.25000 5501.51| 650.00000 4589.00| 350.00000 2471.00 CONCRETE, SIGN FOUNDATION | | | 0009 802-76015 13.480 m2 | 165.78000 2234.71| 150.00000 2022.00| 180.00000 2426.40 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0010 802-76025 2.400 m2 | 201.82000 484.37| 115.00000 276.00| 150.00000 360.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0011 802-76035 4.860 m2 | 140.73000 683.95| 120.00000 583.20| 160.00000 777.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0012 803-02310 1057.500 kg | 1.83000 1935.23| 1.50000 1586.25| 2.80000 2961.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0013 803-76135 3.000 EACH| 5463.04000 16389.12| 5800.00000 17400.00| 6000.00000 18000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 771 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 67,982.58 ROUTE : SR 65 CALL ORDER : 771 CONTRACT ID : T -24606-A COUNTIES : POSEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 74-2851603 |(3) 35-1675187 |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. |HUMMEL ELECTRIC, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-52502 7.000 EACH| 119.70000 837.90| 185.00000 1295.00| 87.50000 612.50 GUARDRAIL POST AND BRACKET. | | | SECTION TOTALS | $ 45,347.41| $ 49,000.00| $ 50,574.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,347.41| $ 49,000.00| $ 50,574.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 781 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,957.52 ROUTE : US 12 CALL ORDER : 781 CONTRACT ID : T -24609-A COUNTIES : PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 27 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N24100A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1339540 HAWK ENTERPRISES, INC. $ 178,000.00 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 186,907.20 105.0040% 3 35-1426973 MARS ELECTRIC CO $ 210,000.03 117.9775% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 230,994.13 129.7719% ==================================================================================================================================== |(1) 62-1339540 |(2) 35-1035700 |(3) 35-1426973 |HAWK ENTERPRISES, INC. |BUCKO CONSTRUCTION |MARS ELECTRIC CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 2.000 MOS | 760.00000 1520.00| 1500.00000 3000.00| 1736.44000 3472.88 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3009.08000 3009.08| 7615.00000 7615.00| 4961.25000 4961.25 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2000.00000 2000.00| 9300.00000 9300.00| 4667.60000 4667.60 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-74045 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 68.22000 68.22 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0005 203-02080 0.557 km | 34860.00000 19417.02| 33200.00000 18492.40| 38433.15000 21407.26 LINEAR GRADING | | | 0006 205-02224 240.000 m | 5.60000 1344.00| 5.60000 1344.00| 6.17000 1480.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 402-05468 1420.000 Mg | 31.15000 44233.00| 29.65000 42103.00| 34.35000 48777.00 HMA BASE 25.0 mm, MAINLINE | | | 0008 402-05473 330.000 Mg | 35.95000 11863.50| 34.25000 11302.50| 39.64000 13081.20 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0009 402-05477 150.000 Mg | 43.30000 6495.00| 41.25000 6187.50| 47.74000 7161.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0010 406-05521 9850.000 m2 | 0.25000 2462.50| 0.25000 2462.50| 0.27000 2659.50 ASPHALT FOR TACK COAT | | | 0011 605-06120 273.000 m | 46.60000 12721.80| 44.40000 12121.20| 51.38000 14026.74 CURB, CONCRETE | | | 0012 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 826.88000 826.88 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06560 350.000 m2 | 3.32000 1162.00| 3.32000 1162.00| 3.66000 1281.00 MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 781 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,957.52 ROUTE : US 12 CALL ORDER : 781 CONTRACT ID : T -24609-A COUNTIES : PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1339540 |(2) 35-1035700 |(3) 35-1426973 |HAWK ENTERPRISES, INC. |BUCKO CONSTRUCTION |MARS ELECTRIC CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06640 9.000 EACH| 63.00000 567.00| 63.00000 567.00| 44.10000 396.90 CONSTRUCTION SIGN, A | | | 0015 801-06710 15.000 DAY | 20.00000 300.00| 20.00000 300.00| 27.56000 413.40 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 12350.00000 12350.00| 7000.00000 7000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0017 802-05701 20.300 m | 32.80000 665.84| 32.80000 665.84| 87.85000 1783.36 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0018 802-05702 14.500 m | 38.00000 551.00| 38.00000 551.00| 45.09000 653.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0019 802-76025 3.487 m2 | 129.00000 449.82| 129.00000 449.82| 280.16000 976.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0020 802-76035 1.160 m2 | 135.00000 156.60| 135.00000 156.60| 242.52000 281.32 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0021 802-76045 1.012 m2 | 140.00000 141.68| 140.00000 141.68| 258.30000 261.40 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0022 805-01815 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 2286.58000 2286.58 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0023 805-01816 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 1118.75000 1118.75 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0024 805-01842 6.000 EACH| 550.00000 3300.00| 550.00000 3300.00| 654.74000 3928.44 HANDHOLE, SIGNAL | | | 0025 805-03708 1.000 EACH| 5295.00000 5295.00| 5295.00000 5295.00| 7482.23000 7482.23 SIGNAL CANTILEVER STRUCTURE, 11m ARM | | | AND 12m ARM | | | 0026 805-05698 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 1978.40000 1978.40 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0027 805-06592 240.000 m | 32.80000 7872.00| 32.80000 7872.00| 36.42000 8740.80 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0028 805-06593 1.000 EACH| 2900.00000 2900.00| 2900.00000 2900.00| 3013.00000 3013.00 SIGNAL CANTILEVER STRUCTURE, 6 m ARM | | | 0029 805-06598 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3183.45000 3183.45 SIGNAL CANTILEVER STRUCTURE, 10 m ARM | | | 0030 805-78205 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 524.75000 4198.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 781 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,957.52 ROUTE : US 12 CALL ORDER : 781 CONTRACT ID : T -24609-A COUNTIES : PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1339540 |(2) 35-1035700 |(3) 35-1426973 |HAWK ENTERPRISES, INC. |BUCKO CONSTRUCTION |MARS ELECTRIC CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 805-78245 2.000 EACH| 1650.00000 3300.00| 1650.00000 3300.00| 2283.85000 4567.70 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0032 805-78445 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 517.61000 517.61 SIGNAL SERVICE | | | 0033 805-78467 8.000 m | 4.92000 39.36| 4.92000 39.36| 7.23000 57.84 SIGNAL CABLE, 3C 8GA. | | | 0034 805-78470 750.000 m | 0.89000 667.50| 0.89000 667.50| 1.60000 1200.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0035 805-78480 80.000 m | 1.97000 157.60| 1.97000 157.60| 5.04000 403.20 SIGNAL CABLE, 3C 14GA. | | | 0036 805-78485 309.830 m | 3.25000 1006.95| 3.25000 1006.95| 6.52000 2020.09 SIGNAL CABLE, 5C 14GA. | | | 0037 805-78490 100.000 m | 3.60000 360.00| 3.60000 360.00| 5.59000 559.00 SIGNAL CABLE, 7C 14GA. | | | 0038 805-78510 490.000 m | 1.97000 965.30| 1.97000 965.30| 2.63000 1288.70 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0039 805-78746 15.000 m | 75.00000 1125.00| 75.00000 1125.00| 67.41000 1011.15 PREFORMED LOOP DETECTORS | | | 0040 805-78785 7.000 EACH| 380.00000 2660.00| 380.00000 2660.00| 603.00000 4221.00 SIGNAL DETECTOR HOUSING | | | 0041 805-78795 215.000 m | 29.52000 6346.80| 29.52000 6346.80| 27.01000 5807.15 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0042 805-78900 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 563.04000 563.04 PEDESTAL FOUNDATION, A | | | 0044 805-78925 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 587.52000 587.52 CONTROLLER CABINET FOUNDATION, P1 | | | 0045 805-92983 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 506.17000 506.17 TRAFFIC SIGNAL CONTROLLER AND CABINET, | | | INSTALL | | | 0046 808-06703 865.000 m | 1.15000 994.75| 1.15000 994.75| 1.16000 1003.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0047 808-06705 40.000 m | 1.31000 52.40| 1.31000 52.40| 3.26000 130.40 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0048 808-06716 50.000 m | 1.31000 65.50| 1.31000 65.50| 1.81000 90.50 LINE, REMOVE | | | 0049 808-75245 319.000 m | 1.15000 366.85| 1.15000 366.85| 1.16000 370.04 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 781 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,957.52 ROUTE : US 12 CALL ORDER : 781 CONTRACT ID : T -24609-A COUNTIES : PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1339540 |(2) 35-1035700 |(3) 35-1426973 |HAWK ENTERPRISES, INC. |BUCKO CONSTRUCTION |MARS ELECTRIC CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 808-75297 47.000 m | 11.50000 540.50| 11.50000 540.50| 18.08000 849.76 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0051 808-75320 3.000 EACH| 45.00000 135.00| 45.00000 135.00| 44.10000 132.30 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0052 808-75325 3.000 EACH| 55.00000 165.00| 55.00000 165.00| 71.66000 214.98 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0053 808-75340 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 275.63000 275.63 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0054 808-95933 70.000 m | 2.15000 150.50| 2.15000 150.50| 3.61000 252.70 CURB PAINTING, YELLOW | | | 0055 720-92492 2.000 EACH| 850.00000 1700.00| 2825.00000 5650.00| 1635.95000 3271.90 MANHOLE, B | | | 0056 805-95064 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 554.62000 554.62 PEDESTAL AND BASE, 3.0 m | | | 0057 808-75240 21.000 m | 1.15000 24.15| 1.15000 24.15| 1.16000 24.36 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0058 802-03110 1.000 EACH| 2500.00000 2500.00| 3945.00000 3945.00| 2951.19000 2951.19 SIGN, FIBER OPTIC | | | SECTION TOTALS | $ 178,000.00| $ 186,907.20| $ 210,000.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,000.00| $ 186,907.20| $ 210,000.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 781 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,957.52 ROUTE : US 12 CALL ORDER : 781 CONTRACT ID : T -24609-A COUNTIES : PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 2.000 MOS | 4000.00000 8000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11500.00000 11500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-74045 1.000 EACH| 60.00000 60.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0005 203-02080 0.557 km | 66860.00000 37241.02| | LINEAR GRADING | | | 0006 205-02224 240.000 m | 7.00000 1680.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 402-05468 1420.000 Mg | 32.85000 46647.00| | HMA BASE 25.0 mm, MAINLINE | | | 0008 402-05473 330.000 Mg | 43.75000 14437.50| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0009 402-05477 150.000 Mg | 51.95000 7792.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0010 406-05521 9850.000 m2 | 0.09000 886.50| | ASPHALT FOR TACK COAT | | | 0011 605-06120 273.000 m | 39.55000 10797.15| | CURB, CONCRETE | | | 0012 621-01004 1.000 EACH| 600.00000 600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06560 350.000 m2 | 4.00000 1400.00| | MULCHED SEEDING, U | | | 0014 801-06640 9.000 EACH| 48.00000 432.00| | CONSTRUCTION SIGN, A | | | 0015 801-06710 15.000 DAY | 30.00000 450.00| | FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 5500.00000 5500.00| | MAINTAINING TRAFFIC | | | 0017 802-05701 20.300 m | 39.00000 791.70| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0018 802-05702 14.500 m | 45.00000 652.50| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 781 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,957.52 ROUTE : US 12 CALL ORDER : 781 CONTRACT ID : T -24609-A COUNTIES : PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 802-76025 3.487 m2 | 154.00000 537.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0020 802-76035 1.160 m2 | 162.00000 187.92| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0021 802-76045 1.012 m2 | 168.00000 170.02| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0022 805-01815 1.000 EACH| 2150.00000 2150.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0023 805-01816 1.000 EACH| 778.00000 778.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0024 805-01842 6.000 EACH| 658.00000 3948.00| | HANDHOLE, SIGNAL | | | 0025 805-03708 1.000 EACH| 6335.00000 6335.00| | SIGNAL CANTILEVER STRUCTURE, 11m ARM | | | AND 12m ARM | | | 0026 805-05698 1.000 EACH| 900.00000 900.00| | SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0027 805-06592 240.000 m | 39.00000 9360.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0028 805-06593 1.000 EACH| 3500.00000 3500.00| | SIGNAL CANTILEVER STRUCTURE, 6 m ARM | | | 0029 805-06598 1.000 EACH| 3600.00000 3600.00| | SIGNAL CANTILEVER STRUCTURE, 10 m ARM | | | 0030 805-78205 8.000 EACH| 500.00000 4000.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0031 805-78245 2.000 EACH| 2000.00000 4000.00| | TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0032 805-78445 1.000 EACH| 540.00000 540.00| | SIGNAL SERVICE | | | 0033 805-78467 8.000 m | 6.00000 48.00| | SIGNAL CABLE, 3C 8GA. | | | 0034 805-78470 750.000 m | 1.00000 750.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 781 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,957.52 ROUTE : US 12 CALL ORDER : 781 CONTRACT ID : T -24609-A COUNTIES : PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 805-78480 80.000 m | 3.00000 240.00| | SIGNAL CABLE, 3C 14GA. | | | 0036 805-78485 309.830 m | 4.00000 1239.32| | SIGNAL CABLE, 5C 14GA. | | | 0037 805-78490 100.000 m | 5.00000 500.00| | SIGNAL CABLE, 7C 14GA. | | | 0038 805-78510 490.000 m | 3.00000 1470.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0039 805-78746 15.000 m | 90.00000 1350.00| | PREFORMED LOOP DETECTORS | | | 0040 805-78785 7.000 EACH| 450.00000 3150.00| | SIGNAL DETECTOR HOUSING | | | 0041 805-78795 215.000 m | 35.00000 7525.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0042 805-78900 1.000 EACH| 540.00000 540.00| | PEDESTAL FOUNDATION, A | | | 0044 805-78925 1.000 EACH| 850.00000 850.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0045 805-92983 1.000 EACH| 1800.00000 1800.00| | TRAFFIC SIGNAL CONTROLLER AND CABINET, | | | INSTALL | | | 0046 808-06703 865.000 m | 2.00000 1730.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0047 808-06705 40.000 m | 4.00000 160.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0048 808-06716 50.000 m | 6.00000 300.00| | LINE, REMOVE | | | 0049 808-75245 319.000 m | 2.00000 638.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0050 808-75297 47.000 m | 14.00000 658.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0051 808-75320 3.000 EACH| 75.00000 225.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0052 808-75325 3.000 EACH| 105.00000 315.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0053 808-75340 1.000 EACH| 360.00000 360.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 781 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,957.52 ROUTE : US 12 CALL ORDER : 781 CONTRACT ID : T -24609-A COUNTIES : PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-95933 70.000 m | 5.00000 350.00| | CURB PAINTING, YELLOW | | | 0055 720-92492 2.000 EACH| 2065.00000 4130.00| | MANHOLE, B | | | 0056 805-95064 1.000 EACH| 750.00000 750.00| | PEDESTAL AND BASE, 3.0 m | | | 0057 808-75240 21.000 m | 2.00000 42.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0058 802-03110 1.000 EACH| 3000.00000 3000.00| | SIGN, FIBER OPTIC | | | SECTION TOTALS | $ 230,994.13| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 230,994.13| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 791 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 227,609.68 ROUTE : SR 55 AND US 30 CALL ORDER : 791 CONTRACT ID : T -24621-A COUNTIES : LAKE PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N72700H 200400R 20010AH SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1426973 MARS ELECTRIC CO $ 198,000.00 100.0000% 2 62-1339540 HAWK ENTERPRISES, INC. $ 200,000.01 101.0101% 3 35-1657131 MICHIANA CONTRACTING $ 201,204.05 101.6182% 4 74-2851603 QUANTA SERVICES, INC. $ 218,888.88 110.5499% ==================================================================================================================================== |(1) 35-1426973 |(2) 62-1339540 |(3) 35-1657131 |MARS ELECTRIC CO |HAWK ENTERPRISES, INC. |MICHIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL INSTALLATION | | | 0002 105-06790 2.000 MOS | 940.14000 1880.28| 600.00000 1200.00| 1400.00000 2800.00 FIELD OFFICE, 27.9 m2 | | | 0003 110-01001 LUMP| 3881.83000 3881.83| 3147.05000 3147.05| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 280.000 m2 | 15.09000 4225.20| 12.00000 3360.00| 16.50000 4620.00 SURFACE MILLING, ASPHALT | | | 0005 406-05520 1.000 Mg | 1155.63000 1155.63| 620.00000 620.00| 600.00000 600.00 ASPHALT FOR TACK COAT | | | 0006 610-05527 60.000 Mg | 110.94000 6656.40| 96.00000 5760.00| 135.00000 8100.00 HMA FOR APPROACHES | | | 0007 720-92492 2.000 EACH| 1477.17000 2954.34| 850.00000 1700.00| 1650.00000 3300.00 MANHOLE, B | | | 0008 801-06640 33.000 EACH| 45.07000 1487.31| 50.00000 1650.00| 75.00000 2475.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 1849.00000 1849.00| 2000.00000 2000.00| 2750.00000 2750.00 MAINTAINING TRAFFIC | | | 0010 802-02489 31.000 m | 36.84000 1142.04| 17.85000 553.35| 27.50000 852.50 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0011 802-76025 10.730 m2 | 183.11000 1964.77| 135.87000 1457.89| 230.00000 2467.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0012 802-76035 18.740 m2 | 201.62000 3778.36| 146.09000 2737.73| 200.00000 3748.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 791 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 227,609.68 ROUTE : SR 55 AND US 30 CALL ORDER : 791 CONTRACT ID : T -24621-A COUNTIES : LAKE PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1426973 |(2) 62-1339540 |(3) 35-1657131 |MARS ELECTRIC CO |HAWK ENTERPRISES, INC. |MICHIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 802-76045 1.000 m2 | 367.87000 367.87| 250.00000 250.00| 300.00000 300.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0014 805-01815 12.000 EACH| 1598.14000 19177.68| 1800.00000 21600.00| 1260.00000 15120.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0015 805-01842 23.000 EACH| 552.45000 12706.35| 550.00000 12650.00| 745.00000 17135.00 HANDHOLE, SIGNAL | | | 0016 805-01844 1236.000 m | 28.86000 35670.96| 32.80000 40540.80| 24.75000 30591.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0017 805-78205 22.000 EACH| 366.51000 8063.22| 400.00000 8800.00| 435.00000 9570.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0018 805-78245 2.000 EACH| 1969.33000 3938.66| 1650.00000 3300.00| 1860.00000 3720.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0019 805-78415 11.000 EACH| 1046.72000 11513.92| 1000.00000 11000.00| 1525.00000 16775.00 SPAN, CATENARY, AND TETHER | | | 0020 805-78420 12.000 EACH| 208.64000 2503.68| 250.00000 3000.00| 195.00000 2340.00 DISCONNECT HANGER | | | 0021 805-78445 3.000 EACH| 523.66000 1570.98| 450.00000 1350.00| 525.00000 1575.00 SIGNAL SERVICE | | | 0022 805-78467 90.000 m | 5.92000 532.80| 4.92000 442.80| 5.00000 450.00 SIGNAL CABLE, 3C 8GA. | | | 0023 805-78470 2164.000 m | 1.01000 2185.64| 0.89000 1925.96| 0.45000 973.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78480 65.000 m | 4.39000 285.35| 1.98000 128.70| 3.00000 195.00 SIGNAL CABLE, 3C 14GA. | | | 0025 805-78485 328.000 m | 5.94000 1948.32| 3.28000 1075.84| 3.50000 1148.00 SIGNAL CABLE, 5C 14GA. | | | 0026 805-78490 763.000 m | 3.98000 3036.74| 3.60000 2746.80| 4.00000 3052.00 SIGNAL CABLE, 7C 14GA. | | | 0027 805-78510 2960.000 m | 2.26000 6689.60| 1.97000 5831.20| 3.05000 9028.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0028 805-78746 60.000 m | 51.98000 3118.80| 60.00000 3600.00| 36.00000 2160.00 PREFORMED LOOP DETECTORS | | | 0029 805-78785 20.000 EACH| 566.75000 11335.00| 400.00000 8000.00| 475.00000 9500.00 SIGNAL DETECTOR HOUSING | | | 0030 805-78795 643.000 m | 24.90000 16010.70| 29.52000 18981.36| 22.60000 14531.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 791 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 227,609.68 ROUTE : SR 55 AND US 30 CALL ORDER : 791 CONTRACT ID : T -24621-A COUNTIES : LAKE PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1426973 |(2) 62-1339540 |(3) 35-1657131 |MARS ELECTRIC CO |HAWK ENTERPRISES, INC. |MICHIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 805-78925 2.000 EACH| 590.21000 1180.42| 700.00000 1400.00| 645.00000 1290.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0032 805-78930 1.000 EACH| 548.45000 548.45| 650.00000 650.00| 580.00000 580.00 CONTROLLER CABINET FOUNDATION, M | | | 0034 805-92504 21.000 EACH| 183.29000 3849.09| 175.00000 3675.00| 200.00000 4200.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0036 808-06703 159.000 m | 1.85000 294.15| 0.87000 138.33| 1.60000 254.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0037 808-06716 1600.000 m | 3.46000 5536.00| 1.80000 2880.00| 1.80000 2880.00 LINE, REMOVE | | | 0038 808-75245 1535.000 m | 1.85000 2839.75| 0.87000 1335.45| 1.60000 2456.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0039 808-75297 123.000 m | 9.47000 1164.81| 11.25000 1383.75| 15.75000 1937.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0040 808-75320 27.000 EACH| 57.78000 1560.06| 60.00000 1620.00| 62.00000 1674.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75325 27.000 EACH| 83.61000 2257.47| 80.00000 2160.00| 75.00000 2025.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0042 808-05866 2.800 m2 | 17.34000 48.55| 35.00000 98.00| 48.00000 134.40 PAVEMENT MESSAGE MARKING, REMOVE | | | 0043 805-79020 LUMP| 2311.25000 2311.25| 5000.00000 5000.00| 1250.00000 1250.00 TRAFFIC SIGNAL INSTALLATION, ACTUATED , | | | LOCATION NO. 1 | | | 0044 805-79020 LUMP| 2426.81000 2426.81| 5000.00000 5000.00| 1250.00000 1250.00 TRAFFIC SIGNAL INSTALLATION, ACTUATED , | | | LOCATION NO. 2 | | | 0045 805-79020 LUMP| 2137.91000 2137.91| 5000.00000 5000.00| 1250.00000 1250.00 TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | LOCATION NO. 3 | | | 0046 202-74045 5.000 EACH| 42.77000 213.85| 50.00000 250.00| 29.00000 145.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | SECTION TOTALS | $ 198,000.00| $ 200,000.01| $ 201,204.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,000.00| $ 200,000.01| $ 201,204.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 791 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 227,609.68 ROUTE : SR 55 AND US 30 CALL ORDER : 791 CONTRACT ID : T -24621-A COUNTIES : LAKE PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 74-2851603 | | |QUANTA SERVICES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL INSTALLATION | | | 0002 105-06790 2.000 MOS | 450.00000 900.00| | FIELD OFFICE, 27.9 m2 | | | 0003 110-01001 LUMP| 10500.00000 10500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 280.000 m2 | 5.00000 1400.00| | SURFACE MILLING, ASPHALT | | | 0005 406-05520 1.000 Mg | 350.00000 350.00| | ASPHALT FOR TACK COAT | | | 0006 610-05527 60.000 Mg | 50.00000 3000.00| | HMA FOR APPROACHES | | | 0007 720-92492 2.000 EACH| 1940.00000 3880.00| | MANHOLE, B | | | 0008 801-06640 33.000 EACH| 100.00000 3300.00| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 4170.21000 4170.21| | MAINTAINING TRAFFIC | | | 0010 802-02489 31.000 m | 24.30000 753.30| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0011 802-76025 10.730 m2 | 145.00000 1555.85| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0012 802-76035 18.740 m2 | 150.00000 2811.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0013 802-76045 1.000 m2 | 155.00000 155.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0014 805-01815 12.000 EACH| 1610.00000 19320.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0015 805-01842 23.000 EACH| 650.00000 14950.00| | HANDHOLE, SIGNAL | | | 0016 805-01844 1236.000 m | 32.00000 39552.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0017 805-78205 22.000 EACH| 450.00000 9900.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0018 805-78245 2.000 EACH| 1800.00000 3600.00| | TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 791 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 227,609.68 ROUTE : SR 55 AND US 30 CALL ORDER : 791 CONTRACT ID : T -24621-A COUNTIES : LAKE PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 74-2851603 | | |QUANTA SERVICES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 805-78415 11.000 EACH| 1620.00000 17820.00| | SPAN, CATENARY, AND TETHER | | | 0020 805-78420 12.000 EACH| 300.00000 3600.00| | DISCONNECT HANGER | | | 0021 805-78445 3.000 EACH| 400.00000 1200.00| | SIGNAL SERVICE | | | 0022 805-78467 90.000 m | 4.50000 405.00| | SIGNAL CABLE, 3C 8GA. | | | 0023 805-78470 2164.000 m | 1.00000 2164.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78480 65.000 m | 3.00000 195.00| | SIGNAL CABLE, 3C 14GA. | | | 0025 805-78485 328.000 m | 3.20000 1049.60| | SIGNAL CABLE, 5C 14GA. | | | 0026 805-78490 763.000 m | 3.50000 2670.50| | SIGNAL CABLE, 7C 14GA. | | | 0027 805-78510 2960.000 m | 2.90000 8584.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0028 805-78746 60.000 m | 70.00000 4200.00| | PREFORMED LOOP DETECTORS | | | 0029 805-78785 20.000 EACH| 350.00000 7000.00| | SIGNAL DETECTOR HOUSING | | | 0030 805-78795 643.000 m | 31.00000 19933.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 805-78925 2.000 EACH| 600.00000 1200.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0032 805-78930 1.000 EACH| 560.00000 560.00| | CONTROLLER CABINET FOUNDATION, M | | | 0034 805-92504 21.000 EACH| 300.00000 6300.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0036 808-06703 159.000 m | 1.20000 190.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0037 808-06716 1600.000 m | 1.80000 2880.00| | LINE, REMOVE | | | 0038 808-75245 1535.000 m | 1.20000 1842.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0039 808-75297 123.000 m | 18.00000 2214.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0040 808-75320 27.000 EACH| 44.00000 1188.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 791 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 227,609.68 ROUTE : SR 55 AND US 30 CALL ORDER : 791 CONTRACT ID : T -24621-A COUNTIES : LAKE PORTER LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 74-2851603 | | |QUANTA SERVICES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 808-75325 27.000 EACH| 71.50000 1930.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0042 808-05866 2.800 m2 | 5.40000 15.12| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0043 805-79020 LUMP| 3600.00000 3600.00| | TRAFFIC SIGNAL INSTALLATION, ACTUATED , | | | LOCATION NO. 1 | | | 0044 805-79020 LUMP| 4000.00000 4000.00| | TRAFFIC SIGNAL INSTALLATION, ACTUATED , | | | LOCATION NO. 2 | | | 0045 805-79020 LUMP| 4000.00000 4000.00| | TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | LOCATION NO. 3 | | | 0046 202-74045 5.000 EACH| 10.00000 50.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | SECTION TOTALS | $ 218,888.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 218,888.88| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 801 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 208,357.51 ROUTE : LAFAYETTE AVENUE CALL ORDER : 801 CONTRACT ID : T -24629-A COUNTIES : VIGO LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : T330005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0734255 WABASH VALLEY ASPHALT CO $ 187,336.46 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 198,193.00 105.7952% ==================================================================================================================================== |(1) 35-0734255 |(2) 35-1673827 | |WABASH VALLEY ASPHALT CO |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-01925 9.000 MOS | 1164.24000 10478.16| 900.00000 8100.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1102.10000 1102.10| 6597.00000 6597.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9000.00000 9000.00| 8164.00000 8164.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 509.900 m2 | 4.85000 2473.02| 9.13000 4655.39| SURFACE MILLING, ASPHALT | | | 0005 203-02000 237.900 m3 | 6.16000 1465.46| 40.80000 9706.32| EXCAVATION, COMMON | | | 0006 303-52308 13.100 Mg | 32.54000 426.27| 29.59000 387.63| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 305-05206 372.500 Mg | 73.80000 27490.50| 66.30000 24696.75| WIDENING WITH HMA | | | 0008 402-05474 69.700 Mg | 49.35000 3439.70| 66.30000 4621.11| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0009 402-05477 269.000 Mg | 57.11000 15362.59| 64.45000 17337.05| HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05495 154.400 Mg | 46.79000 7224.38| 67.32000 10394.21| HMA WEDGE AND LEVEL | | | 0012 406-05520 2.200 Mg | 423.34000 931.35| 408.00000 897.60| ASPHALT FOR TACK COAT | | | 0014 601-06037 1.000 EACH| 633.45000 633.45| 1045.00000 1045.00| GUARDRAIL END TREATMENT, I | | | 0015 601-99105 22.860 m | 53.56000 1224.38| 44.65000 1020.70| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 615-06505 1.000 EACH| 300.00000 300.00| 408.43000 408.43| MONUMENT, B | | | 0017 621-06567 45.100 kL | 1.03000 46.45| 1.05000 47.36| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 801 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 208,357.51 ROUTE : LAFAYETTE AVENUE CALL ORDER : 801 CONTRACT ID : T -24629-A COUNTIES : VIGO LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0734255 |(2) 35-1673827 | |WABASH VALLEY ASPHALT CO |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 621-06575 2492.500 m2 | 4.48000 11166.40| 3.94000 9820.45| SODDING, NURSERY | | | 0019 801-04308 2.000 EACH| 77.25000 154.50| 283.50000 567.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0020 801-06605 4.000 EACH| 41.20000 164.80| 110.25000 441.00| BARRICADE, IIIA | | | 0021 801-06606 4.000 EACH| 51.50000 206.00| 120.75000 483.00| BARRICADE, IIIB | | | 0022 801-06625 12.000 EACH| 51.50000 618.00| 94.50000 1134.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 12.000 EACH| 71.07000 852.84| 99.75000 1197.00| CONSTRUCTION SIGN, A | | | 0024 802-76035 1.350 m2 | 285.73000 385.74| 115.00000 155.25| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0025 802-76045 5.472 m2 | 276.66000 1513.88| 406.98000 2226.99| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0026 805-01815 4.000 EACH| 1370.42000 5481.68| 1510.00000 6040.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0027 805-01842 8.000 EACH| 543.12000 4344.96| 812.50000 6500.00| HANDHOLE, SIGNAL | | | 0028 805-02328 645.600 m | 1.87000 1207.27| 1.28000 826.37| SIGNAL CABLE, 1C 14GA. | | | 0029 805-06592 359.300 m | 41.52000 14918.14| 30.75000 11048.48| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0030 805-78100 1.000 EACH| 8547.25000 8547.25| 6817.00000 6817.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0031 805-78205 6.000 EACH| 374.20000 2245.20| 471.40000 2828.40| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0032 805-78230 2.000 EACH| 645.60000 1291.20| 665.00000 1330.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0033 805-78415 4.000 EACH| 1462.09000 5848.36| 1405.00000 5620.00| SPAN, CATENARY, AND TETHER | | | 0034 805-78420 4.000 EACH| 220.42000 881.68| 207.00000 828.00| DISCONNECT HANGER | | | 0035 805-78445 1.000 EACH| 383.16000 383.16| 410.00000 410.00| SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 801 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 208,357.51 ROUTE : LAFAYETTE AVENUE CALL ORDER : 801 CONTRACT ID : T -24629-A COUNTIES : VIGO LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0734255 |(2) 35-1673827 | |WABASH VALLEY ASPHALT CO |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 805-78467 10.900 m | 6.83000 74.45| 5.23000 57.01| SIGNAL CABLE, 3C 8GA. | | | 0037 805-78485 65.300 m | 3.94000 257.28| 2.61000 170.43| SIGNAL CABLE, 5C 14GA. | | | 0038 805-78490 182.100 m | 4.17000 759.36| 2.97000 540.84| SIGNAL CABLE, 7C 14GA. | | | 0039 805-78510 995.500 m | 3.20000 3185.60| 2.47000 2458.89| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0040 805-78784 6.000 EACH| 204.76000 1228.56| 212.70000 1276.20| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0041 805-78785 6.000 EACH| 401.49000 2408.94| 521.50000 3129.00| SIGNAL DETECTOR HOUSING | | | 0042 805-78795 131.400 m | 31.62000 4154.87| 31.75000 4171.95| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0043 805-78925 1.000 EACH| 607.08000 607.08| 629.53000 629.53| CONTROLLER CABINET FOUNDATION, P1 | | | 0044 805-81032 4.000 EACH| 2622.17000 10488.68| 2710.00000 10840.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0045 808-06713 686.600 m | 0.52000 357.03| 0.74000 508.08| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 488.400 m | 0.52000 253.97| 0.74000 361.42| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06723 2.000 EACH| 46.35000 92.70| 42.00000 84.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0048 808-06724 2.000 EACH| 66.95000 133.90| 52.50000 105.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0049 808-06726 35.300 m | 6.70000 236.51| 5.26000 185.68| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0050 808-75078 22.500 m | 3.35000 75.38| 2.63000 59.18| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0051 808-75998 27.000 EACH| 50.47000 1362.69| 39.38000 1063.26| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 601-05071 1.000 EACH| 1766.45000 1766.45| 2090.00000 2090.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0053 402-05468 202.800 Mg | 41.14000 8343.19| 59.16000 11997.65| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 801 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 208,357.51 ROUTE : LAFAYETTE AVENUE CALL ORDER : 801 CONTRACT ID : T -24629-A COUNTIES : VIGO LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0734255 |(2) 35-1673827 | |WABASH VALLEY ASPHALT CO |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06775 LUMP| 9569.21000 9569.21| 1777.00000 1777.00| MAINTAINING TRAFFIC | | | 0055 801-06207 30.000 m | 2.63000 78.90| 3.80000 114.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0056 801-06218 35.300 m | 2.63000 92.84| 6.30000 222.39| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | SECTION TOTALS | $ 187,336.46| $ 198,193.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 187,336.46| $ 198,193.00| ====================================================================================================================================