INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 379 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,782,998.64 ROUTE : 90 CALL ORDER : 379 CONTRACT ID : MT-26700-A COUNTIES : ST. JOSEPH LETTING DATE : 10/21/03 10:00 AM DISTRICT : TOLL CONTRACT TIME : 09/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1445992 ZIOLKOWSKI CONSTRUCTION IRREGULAR BID $ 1,049,891.75 100.0000% 2 35-2034629 CORPORATE CONSTRUCTION INC AWARD $ 2,039,404.89 194.2490% 3 35-1657131 MICHIANA CONTRACTING $ 2,123,909.35 202.2979% 4 35-1954517 GIBSON-LEWIS LLC $ 2,171,149.55 206.7974% 5 35-0225940 CHRISTMAN, H.G. CONSTRUCTION $ 2,269,091.80 216.1262% ==================================================================================================================================== |(1) 35-1445992 |(2) 35-2034629 |(3) 35-1657131 |ZIOLKOWSKI CONSTRUCTION |CORPORATE CONSTRUCTION INC |MICHIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REMODELING TOLL ROAD ADMINISTRATION BUILDING | | | 0001 105-07039 10.000 MOS | 510.00000 5100.00| 900.00000 9000.00| 1525.00000 15250.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 8800.00000 8800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | PARKING LOT | | | 0003 202-01000 LUMP| 4500.00000 4500.00| 2661.75000 2661.75| 12050.00000 12050.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0004 202-02240 1440.000 SYS | 450.00000 648000.00| 4.04000 5817.60| 12.00000 17280.00 PAVEMENT REMOVAL | | | 0005 202-02241 655.000 LFT | 3.50000 2292.50| 2.99000 1958.45| 4.50000 2947.50 GUARDRAIL, REMOVE | | | 0006 202-03783 2.000 EACH| 75.00000 150.00| 105.00000 210.00| 480.00000 960.00 SIGN, PANEL, REMOVE | | | 0007 202-74045 1.000 EACH| 50.00000 50.00| 105.00000 105.00| 45.00000 45.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91840 377.000 LFT | 3.00000 1131.00| 3.15000 1187.55| 6.00000 2262.00 FENCE, CHAIN LINK, REMOVE | | | 0009 203-02000 621.000 CYS | 2.25000 1397.25| 8.40000 5216.40| 14.35000 8911.35 EXCAVATION, COMMON | | | 0010 210-05758 LUMP| 0.00000 0.00| 1727000.00000 1727000.00| 1802500.00000 1802500.00 BUILDING , ADMINISTRATION, REMODELING | | | 0011 210-05873 LUMP| 0.00000 0.00| 4200.00000 4200.00| 1750.00000 1750.00 TESTING OF MATERIALS | | | 0012 210-06369 1271.000 LFT | 1.50000 1906.50| 2.42000 3075.82| 2.90000 3685.90 SAW CUT PAVEMENT | | | 0013 210-07298 LUMP| 3000.00000 3000.00| 6100.00000 6100.00| 1700.00000 1700.00 DUMPSTER ENCLOSURE STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 379 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,782,998.64 ROUTE : 90 CALL ORDER : 379 CONTRACT ID : MT-26700-A COUNTIES : ST. JOSEPH LETTING DATE : 10/21/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1445992 |(2) 35-2034629 |(3) 35-1657131 |ZIOLKOWSKI CONSTRUCTION |CORPORATE CONSTRUCTION INC |MICHIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-07905 LUMP| 5500.00000 5500.00| 4200.00000 4200.00| 12300.00000 12300.00 SPRINKLER SYSTEM , 12 STATION | | | 0015 210-07906 2.000 EACH| 2975.00000 5950.00| 1118.25000 2236.50| 2650.00000 5300.00 TOLL BOOTH STYLE GATE ARM | | | 0016 210-07907 50.000 EACH| 238.00000 11900.00| 117.60000 5880.00| 200.00000 10000.00 LANDSCAPE BALLED BURLAPPED TREES AND | | | SHRUBS | | | 0017 211-02050 518.000 CYS | 12.00000 6216.00| 11.55000 5982.90| 18.00000 9324.00 B BORROW | | | 0018 307-03646 201.000 SYS | 70.00000 14070.00| 170.10000 34190.10| 220.00000 44220.00 PORTLAND CEMENT CONCRETE BASE, 8 IN. | | | 0019 402-05498 401.000 TON | 48.00000 19248.00| 50.93000 20422.93| 65.00000 26065.00 HMA FOR PARKING AREA | | | 0020 603-04244 2.000 EACH| 2150.00000 4300.00| 9233.70000 18467.40| 18400.00000 36800.00 GATE , TRAFFIC OPERATOR | | | 0021 604-04927 29.000 LFT | 40.00000 1160.00| 472.50000 13702.50| 33.00000 957.00 CONCRETE | | | 0022 604-06069 1.000 SYS | 600.00000 600.00| 68.25000 68.25| 75.00000 75.00 CURB RAMP, CONCRETE | | | 0023 605-01870 520.000 LFT | 14.50000 7540.00| 14.70000 7644.00| 16.00000 8320.00 CURB, CONCRETE, A , TYPE 1 | | | 0024 605-06144 447.000 LFT | 24.00000 10728.00| 23.10000 10325.70| 25.00000 11175.00 CURB AND GUTTER, A, CONCRETE | | | 0025 621-06018 105.000 CYS | 5.25000 551.25| 8.40000 882.00| 10.00000 1050.00 GRAVEL , REMOVE | | | 0026 621-06570 90.000 CYS | 10.00000 900.00| 19.43000 1748.70| 35.00000 3150.00 TOP SOIL | | | 0027 621-06574 420.000 SYS | 2.50000 1050.00| 6.30000 2646.00| 10.00000 4200.00 SODDING | | | 0028 621-98038 50.000 CYS | 40.00000 2000.00| 63.00000 3150.00| 70.00000 3500.00 MULCH, HARDWOOD SHREDDED BARK | | | 0029 702-90915 316.000 CYS | 25.00000 7900.00| 210.00000 66360.00| 1.20000 379.20 CONCRETE, A , FOOTINGS | | | 0030 703-51030 515.000 LBS | 0.75000 386.25| 0.63000 324.45| 1.00000 515.00 REINFORCING STEEL | | | 0031 708-51814 3660.000 SFT | 0.40000 1464.00| 0.27000 988.20| 0.35000 1281.00 WELDED STEEL WIRE FABRIC | | | 0032 715-04612 62.000 LFT | 0.00000 0.00| 5.78000 358.36| 9.00000 558.00 PIPE , PVC, SCHEDULE 40, 3 IN., SLEEVE | | | PIPE, PVE, 3 IN. X 8 IN. | | | 0033 715-05119 279.000 LFT | 14.00000 3906.00| 24.15000 6737.85| 40.00000 11160.00 PIPE, TYPE 1, CIRCULAR, 15 IN. PIPE, | | | CMP, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 379 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,782,998.64 ROUTE : 90 CALL ORDER : 379 CONTRACT ID : MT-26700-A COUNTIES : ST. JOSEPH LETTING DATE : 10/21/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1445992 |(2) 35-2034629 |(3) 35-1657131 |ZIOLKOWSKI CONSTRUCTION |CORPORATE CONSTRUCTION INC |MICHIANA CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-46005 2.000 EACH| 95.00000 190.00| 666.75000 1333.50| 600.00000 1200.00 PIPE END SECTION, 15 IN. | | | 0035 715-91584 450.000 LFT | 450.00000 202500.00| 2.52000 1134.00| 5.00000 2250.00 PIPE, PVC, 1.5 IN. | | | 0036 719-04991 485.000 LFT | 113.00000 54805.00| 79.80000 38703.00| 71.00000 34435.00 DRAIN PIPE, POLYCAST, 3000 SERIES WITH | | | GRATE | | | 0037 720-04666 2.000 EACH| 750.00000 1500.00| 908.25000 1816.50| 1400.00000 2800.00 CATCH BASIN , 24 IN. | | | 0038 720-90768 2.000 EACH| 2000.00000 4000.00| 4200.00000 8400.00| 1400.00000 2800.00 CATCH BASIN, S14 | | | 0039 801-06640 1.000 EACH| 100.00000 100.00| 157.50000 157.50| 175.00000 175.00 CONSTRUCTION SIGN, A | | | 0040 801-06645 18.000 EACH| 100.00000 1800.00| 78.75000 1417.50| 90.00000 1620.00 CONSTRUCTION SIGN, B | | | 0041 802-03896 12.000 EACH| 800.00000 9600.00| 262.50000 3150.00| 360.00000 4320.00 BOLLARD , CONCRETE FILLED, WITH CAP | | | 0042 805-01585 880.000 LFT | 0.00000 0.00| 6.72000 5913.60| 5.25000 4620.00 CONDUIT, STEEL, GALVANIZED, 2 RACEWAY, | | | NON PAVED, 2 IN. | | | 0043 808-06068 4.000 EACH| 0.00000 0.00| 42.00000 168.00| 175.00000 700.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, HANDICAP SYMBOL | | | 0044 808-06713 864.000 LFT | 0.00000 0.00| 0.42000 362.88| 0.60000 518.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 1,049,891.75| $ 2,039,404.89| $ 2,123,909.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,049,891.75| $ 2,039,404.89| $ 2,123,909.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 379 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,782,998.64 ROUTE : 90 CALL ORDER : 379 CONTRACT ID : MT-26700-A COUNTIES : ST. JOSEPH LETTING DATE : 10/21/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1954517 |(5) 35-0225940 | |GIBSON-LEWIS LLC |CHRISTMAN, H.G. CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REMODELING TOLL ROAD ADMINISTRATION BUILDING | | | 0001 105-07039 10.000 MOS | 1800.00000 18000.00| 1524.85000 15248.50| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 1100.93000 1100.93| MOBILIZATION AND DEMOBILIZATION FOR | | | PARKING LOT | | | 0003 202-01000 LUMP| 2611.00000 2611.00| 3923.42000 3923.42| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0004 202-02240 1440.000 SYS | 3.97000 5716.80| 4.04000 5817.60| PAVEMENT REMOVAL | | | 0005 202-02241 655.000 LFT | 2.94000 1925.70| 2.99000 1958.45| GUARDRAIL, REMOVE | | | 0006 202-03783 2.000 EACH| 50.00000 100.00| 78.64000 157.28| SIGN, PANEL, REMOVE | | | 0007 202-74045 1.000 EACH| 100.00000 100.00| 52.43000 52.43| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91840 377.000 LFT | 5.19000 1956.63| 5.28000 1990.56| FENCE, CHAIN LINK, REMOVE | | | 0009 203-02000 621.000 CYS | 8.24000 5117.04| 8.39000 5210.19| EXCAVATION, COMMON | | | 0010 210-05758 LUMP| 1815644.60000 1815644.60| 1887233.63000 1887233.63| BUILDING , ADMINISTRATION, REMODELING | | | 0011 210-05873 LUMP| 0.00000 0.00| 2883.38000 2883.38| TESTING OF MATERIALS | | | 0012 210-06369 1271.000 LFT | 1.86000 2364.06| 1.89000 2402.19| SAW CUT PAVEMENT | | | 0013 210-07298 LUMP| 5255.00000 5255.00| 4542.21000 4542.21| DUMPSTER ENCLOSURE STRUCTURE | | | 0014 210-07905 LUMP| 5554.64000 5554.64| 5600.04000 5600.04| SPRINKLER SYSTEM , 12 STATION | | | 0015 210-07906 2.000 EACH| 2512.37000 5024.74| 4762.57000 9525.14| TOLL BOOTH STYLE GATE ARM | | | 0016 210-07907 50.000 EACH| 99.70000 4985.00| 81.78000 4089.00| LANDSCAPE BALLED BURLAPPED TREES AND | | | SHRUBS | | | 0017 211-02050 518.000 CYS | 11.33000 5868.94| 11.53000 5972.54| B BORROW | | | 0018 307-03646 201.000 SYS | 163.68000 32899.68| 67.05000 13477.05| PORTLAND CEMENT CONCRETE BASE, 8 IN. | | | 0019 402-05498 401.000 TON | 49.92000 20017.92| 52.43000 21024.43| HMA FOR PARKING AREA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 379 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,782,998.64 ROUTE : 90 CALL ORDER : 379 CONTRACT ID : MT-26700-A COUNTIES : ST. JOSEPH LETTING DATE : 10/21/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1954517 |(5) 35-0225940 | |GIBSON-LEWIS LLC |CHRISTMAN, H.G. CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 603-04244 2.000 EACH| 17208.26000 34416.52| 19066.21000 38132.41| GATE , TRAFFIC OPERATOR | | | 0021 604-04927 29.000 LFT | 375.00000 10875.00| 509.28000 14769.12| CONCRETE | | | 0022 604-06069 1.000 SYS | 199.00000 199.00| 686.54000 686.54| CURB RAMP, CONCRETE | | | 0023 605-01870 520.000 LFT | 17.70000 9204.00| 18.27000 9500.40| CURB, CONCRETE, A , TYPE 1 | | | 0024 605-06144 447.000 LFT | 23.21000 10374.87| 26.47000 11832.09| CURB AND GUTTER, A, CONCRETE | | | 0025 621-06018 105.000 CYS | 8.24000 865.20| 8.39000 880.95| GRAVEL , REMOVE | | | 0026 621-06570 90.000 CYS | 19.06000 1715.40| 19.40000 1746.00| TOP SOIL | | | 0027 621-06574 420.000 SYS | 4.21000 1768.20| 2.62000 1100.40| SODDING | | | 0028 621-98038 50.000 CYS | 41.28000 2064.00| 31.46000 1573.00| MULCH, HARDWOOD SHREDDED BARK | | | 0029 702-90915 316.000 CYS | 227.75000 71969.00| 304.37000 96180.92| CONCRETE, A , FOOTINGS | | | 0030 703-51030 515.000 LBS | 0.83000 427.45| 0.63000 324.45| REINFORCING STEEL | | | 0031 708-51814 3660.000 SFT | 0.37000 1354.20| 0.50000 1830.00| WELDED STEEL WIRE FABRIC | | | 0032 715-04612 62.000 LFT | 4.47000 277.14| 6.91000 428.40| PIPE , PVC, SCHEDULE 40, 3 IN., SLEEVE | | | PIPE, PVE, 3 IN. X 8 IN. | | | 0033 715-05119 279.000 LFT | 23.69000 6609.51| 24.12000 6729.48| PIPE, TYPE 1, CIRCULAR, 15 IN. PIPE, | | | CMP, 15 IN | | | 0034 715-46005 2.000 EACH| 654.05000 1308.10| 665.80000 1331.60| PIPE END SECTION, 15 IN. | | | 0035 715-91584 450.000 LFT | 16.97000 7636.50| 4.72000 2124.00| PIPE, PVC, 1.5 IN. | | | 0036 719-04991 485.000 LFT | 103.73000 50309.05| 118.48000 57462.80| DRAIN PIPE, POLYCAST, 3000 SERIES WITH | | | GRATE | | | 0037 720-04666 2.000 EACH| 890.95000 1781.90| 906.95000 1813.91| CATCH BASIN , 24 IN. | | | 0038 720-90768 2.000 EACH| 4120.00000 8240.00| 2097.00000 4194.00| CATCH BASIN, S14 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 379 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,782,998.64 ROUTE : 90 CALL ORDER : 379 CONTRACT ID : MT-26700-A COUNTIES : ST. JOSEPH LETTING DATE : 10/21/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1954517 |(5) 35-0225940 | |GIBSON-LEWIS LLC |CHRISTMAN, H.G. CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06640 1.000 EACH| 86.00000 86.00| 340.84000 340.84| CONSTRUCTION SIGN, A | | | 0040 801-06645 18.000 EACH| 86.00000 1548.00| 340.84000 6135.12| CONSTRUCTION SIGN, B | | | 0041 802-03896 12.000 EACH| 209.08000 2508.96| 333.00000 3996.00| BOLLARD , CONCRETE FILLED, WITH CAP | | | 0042 805-01585 880.000 LFT | 7.96000 7004.80| 11.68000 10278.40| CONDUIT, STEEL, GALVANIZED, 2 RACEWAY, | | | NON PAVED, 2 IN. | | | 0043 808-06068 4.000 EACH| 62.25000 249.00| 419.40000 1677.60| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, HANDICAP SYMBOL | | | 0044 808-06713 864.000 LFT | 0.25000 216.00| 2.10000 1814.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 2,171,149.55| $ 2,269,091.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,171,149.55| $ 2,269,091.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/17/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B285009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 1,605,134.83 100.0000% 2 35-1710202 SIGNAL CONSTRUCTION, INC. $ 1,738,538.87 108.3110% 3 35-0392360 HOOSIER COMPANY, INC. $ 1,777,575.98 110.7430% 4 74-2851603 QUANTA SERVICES, INC. $ 1,882,938.38 117.3071% 5 35-1262778 MIDWESTERN ELECTRIC $ 1,989,292.20 123.9330% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1710202 |(3) 35-0392360 |DREW, JAMES H. CORPORATION |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 TRAFFIC SIGNAL AND INTERCONNECT MODERNIZATION | | | 0001 105-06845 LUMP| 14896.00000 14896.00| 5500.00000 5500.00| 5201.50000 5201.50 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 500.00000 6000.00| 1300.00000 15600.00| 1080.20000 12962.40 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 54354.01000 54354.01| 79000.00000 79000.00| 73181.50000 73181.50 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 2389.300 LFT | 4.72000 11277.50| 11.00000 26282.30| 4.42000 10560.71 CURB, CONCRETE, REMOVE | | | 0005 202-52710 1279.100 SYS | 11.33000 14492.20| 13.20000 16884.12| 10.66000 13635.21 SIDEWALK, CONCRETE, REMOVE | | | 0006 202-78515 LUMP| 18666.90000 18666.90| 10000.00000 10000.00| 50655.51000 50655.51 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-91385 2.000 EACH| 296.56000 593.12| 550.00000 1100.00| 312.09000 624.18 INLET, REMOVE | | | 0008 604-06069 1130.200 SYS | 74.61000 84324.22| 60.50000 68377.10| 69.18000 78187.24 CURB RAMP, CONCRETE | | | 0009 604-91531 254.200 SYS | 43.57000 11075.49| 38.50000 9786.70| 41.09000 10445.08 SIDEWALK, CONCRETE, 4 IN. | | | 0010 605-06120 2444.300 LFT | 20.59000 50328.14| 22.00000 53774.60| 19.25000 47052.78 CURB, CONCRETE | | | 0011 611-05330 49.900 SYS | 68.84000 3435.12| 66.00000 3293.40| 64.24000 3205.58 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0012 715-41045 48.000 LFT | 75.79000 3637.92| 220.00000 10560.00| 78.02000 3744.96 PIPE, REINFORCED CONCRETE, 12 IN. | | | 0013 720-44000 7.000 EACH| 732.23000 5125.61| 440.00000 3080.00| 686.60000 4806.20 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1710202 |(3) 35-0392360 |DREW, JAMES H. CORPORATION |SIGNAL CONSTRUCTION, INC. |HOOSIER COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 720-44296 34.000 EACH| 662.68000 22531.12| 352.00000 11968.00| 624.18000 21222.12 CAP INLET | | | 0015 720-45010 2.000 EACH| 2143.56000 4287.12| 1870.00000 3740.00| 2028.59000 4057.18 INLET, A3 | | | 0016 720-45075 34.000 EACH| 2317.44000 78792.96| 2200.00000 74800.00| 2158.62000 73393.08 INLET, R13 | | | 0017 801-06640 69.000 EACH| 81.76000 5641.44| 71.50000 4933.50| 104.03000 7178.07 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 44856.58000 44856.58| 30000.00000 30000.00| 30117.20000 30117.20 MAINTAINING TRAFFIC | | | 0019 802-76025 504.000 SFT | 30.64000 15442.56| 10.50000 5292.00| 20.24000 10200.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0020 802-76035 27.000 SFT | 27.24000 735.48| 25.00000 675.00| 21.00000 567.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0021 802-76045 747.750 SFT | 29.11000 21767.00| 20.00000 14955.00| 21.14000 15807.44 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0022 805-01439 2.000 EACH| 1127.76000 2255.52| 1250.00000 2500.00| 1226.11000 2452.22 MICROWAVE DETECTOR | | | 0023 805-01815 6.000 EACH| 1674.51000 10047.06| 1200.00000 7200.00| 1758.00000 10548.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0024 805-01842 11.000 EACH| 677.01000 7447.11| 700.00000 7700.00| 1295.03000 14245.33 HANDHOLE, SIGNAL | | | 0025 805-01842 12.000 EACH| 677.01000 8124.12| 700.00000 8400.00| 306.53000 3678.36 HANDHOLE, SIGNAL WITH FIBER OPTIC COVER | | | 0026 805-01843 46.000 EACH| 114.16000 5251.36| 260.00000 11960.00| 250.09000 11504.14 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0027 805-01893 LUMP| 10145.06000 10145.06| 5000.00000 5000.00| 4008.35000 4008.35 MAINTAINING TRAFFIC SIGNAL | | | 0028 805-02037 11.000 EACH| 1781.53000 19596.83| 2200.00000 24200.00| 2064.64000 22711.04 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0029 805-02069 11.000 EACH| 1804.63000 19850.93| 2200.00000 24200.00| 2134.55000 23480.05 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0030 805-02072 5.000 EACH| 2114.83000 10574.15| 2900.00000 14500.00| 2599.12000 12995.60 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0031 805-02073 5.000 EACH| 2463.95000 12319.75| 3000.00000 15000.00| 3085.70000 15428.50 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0032 805-02075 4.000 EACH| 1763.93000 7055.72| 2200.00000 8800.00| 2142.09000 8568.36 SIGNAL CANTILEVER STRUCTURE, 15 FT. ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1710202 |(3) 35-0392360 |DREW, JAMES H. CORPORATION |SIGNAL CONSTRUCTION, INC. |HOOSIER COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 805-02077 9.000 EACH| 2671.85000 24046.65| 3670.00000 33030.00| 3462.97000 31166.73 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0034 805-02087 LUMP| 6087.03000 6087.03| 1750.00000 1750.00| 2610.84000 2610.84 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0035 805-02152 164.000 EACH| 331.72000 54402.08| 410.00000 67240.00| 466.38000 76486.32 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0036 805-02439 25.000 EACH| 133.23000 3330.75| 260.00000 6500.00| 495.22000 12380.50 CONDUIT RISER, GALVANIZED, 2 IN. | | | 0037 805-02855 27.000 EACH| 1035.88000 27968.76| 900.00000 24300.00| 1086.19000 29327.13 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2 FT. 6 IN. X 6 FT. | | | 0038 805-03537 3.000 EACH| 3107.32000 9321.96| 4200.00000 12600.00| 4595.87000 13787.61 SIGNAL CANTILEVER STRUCTURE, 45 FR. ARM | | | 0039 805-03978 27.000 EACH| 517.76000 13979.52| 550.00000 14850.00| 569.38000 15373.26 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0040 805-03980 45.000 EACH| 166.86000 7508.70| 130.00000 5850.00| 250.08000 11253.60 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0041 805-03983 21.000 EACH| 2078.96000 43658.16| 3500.00000 73500.00| 1952.06000 40993.26 PHASE SELECTORS ,TWO CHANNEL | | | 0042 805-03985 7401.000 LFT | 0.66000 4884.66| 1.20000 8881.20| 1.38000 10213.38 DETECTOR CABLE 3C 20GA. | | | 0043 805-04736 330.000 LFT | 0.75000 247.50| 1.30000 429.00| 1.21000 399.30 SIGNAL CABLE, 4C 18GA. | | | 0044 805-05673 2.000 EACH| 2869.85000 5739.70| 3800.00000 7600.00| 2656.06000 5312.12 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 20 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0045 805-05673 1.000 EACH| 2968.85000 2968.85| 3900.00000 3900.00| 2800.14000 2800.14 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 25 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0046 805-05673 5.000 EACH| 3067.85000 15339.25| 5100.00000 25500.00| 3212.38000 16061.90 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 30 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0047 805-05673 4.000 EACH| 3508.95000 14035.80| 4500.00000 18000.00| 4034.62000 16138.48 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 40 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1710202 |(3) 35-0392360 |DREW, JAMES H. CORPORATION |SIGNAL CONSTRUCTION, INC. |HOOSIER COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 805-05673 2.000 EACH| 4204.15000 8408.30| 4850.00000 9700.00| 5084.92000 10169.84 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 45 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0049 805-05870 29.000 EACH| 1123.88000 32592.52| 900.00000 26100.00| 1199.49000 34785.21 SIGNAL SUPPORT FOUNDATION 3 ft. x 3 ft. | | | x 7 ft. | | | 0050 805-05871 18.000 EACH| 574.96000 10349.28| 625.00000 11250.00| 646.63000 11639.34 EMERGENCY VEHICLE LIGHT DETECTOR SINGLE | | | CHANNEL, TWO DIRECTIONS | | | 0051 805-06592 5152.000 LFT | 14.78000 76146.56| 14.00000 72128.00| 14.54000 74910.08 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0052 805-06834 21.000 EACH| 12316.59000 258648.39| 13000.00000 273000.00| 10925.12000 229427.52 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0053 805-78205 139.000 EACH| 414.59000 57628.01| 500.00000 69500.00| 432.16000 60070.24 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0054 805-78230 4.000 EACH| 676.27000 2705.08| 775.00000 3100.00| 685.34000 2741.36 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0055 805-78445 21.000 EACH| 391.13000 8213.73| 500.00000 10500.00| 442.97000 9302.37 SIGNAL SERVICE | | | 0056 805-78465 2900.000 LFT | 1.01000 2929.00| 0.75000 2175.00| 2.18000 6322.00 SIGNAL CABLE, 2C 8GA. | | | 0057 805-78470 23165.000 LFT | 0.38000 8802.70| 0.15000 3474.75| 0.15000 3474.75 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0058 805-78480 10335.000 LFT | 0.68000 7027.80| 1.00000 10335.00| 1.55000 16019.25 SIGNAL CABLE, 3C 14GA. | | | 0059 805-78485 24857.000 LFT | 0.73000 18145.61| 1.05000 26099.85| 1.81000 44991.17 SIGNAL CABLE, 5C 14GA. | | | 0060 805-78490 995.000 LFT | 0.84000 835.80| 1.75000 1741.25| 1.79000 1781.05 SIGNAL CABLE, 7C 14GA. | | | 0061 805-78495 7368.000 LFT | 1.01000 7441.68| 1.40000 10315.20| 2.39000 17609.52 SIGNAL CABLE, 9C 14GA. | | | 0062 805-78510 15045.000 LFT | 0.64000 9628.80| 0.90000 13540.50| 1.17000 17602.65 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0063 805-78785 48.000 EACH| 661.25000 31740.00| 600.00000 28800.00| 644.84000 30952.32 SIGNAL DETECTOR HOUSING | | | 0064 805-78795 9157.000 LFT | 4.69000 42946.33| 4.50000 41206.50| 6.66000 60985.62 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1710202 |(3) 35-0392360 |DREW, JAMES H. CORPORATION |SIGNAL CONSTRUCTION, INC. |HOOSIER COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 805-78900 25.000 EACH| 495.51000 12387.75| 425.00000 10625.00| 550.99000 13774.75 PEDESTAL FOUNDATION, A | | | 0066 805-78925 6.000 EACH| 782.25000 4693.50| 600.00000 3600.00| 1232.04000 7392.24 CONTROLLER CABINET FOUNDATION, P1 | | | 0067 805-90734 2.000 EACH| 5258.78000 10517.56| 5500.00000 11000.00| 4635.00000 9270.00 TRAFFIC RESPONSIVE SYSTEM MASTER | | | 0068 805-90736 2.000 EACH| 492.20000 984.40| 375.00000 750.00| 309.00000 618.00 TELEPHONE MODEM | | | 0069 805-90737 2.000 EACH| 495.51000 991.02| 100.00000 200.00| 1030.00000 2060.00 TELEPHONE SERVICE | | | 0070 805-92504 41.000 EACH| 278.55000 11420.55| 350.00000 14350.00| 295.60000 12119.60 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0071 805-94971 52554.000 LFT | 2.21000 116144.34| 3.00000 157662.00| 2.71000 142421.34 FIBER OPTICS CABLE ,6 FIBER | | | 0072 805-95524 29.000 EACH| 128.83000 3736.07| 75.00000 2175.00| 74.78000 2168.62 HANDHOLE COVER PLATE FOR FIBER OPTIC | | | 0073 805-96121 82.000 EACH| 110.62000 9070.84| 95.00000 7790.00| 177.88000 14586.16 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0074 805-97042 2.000 EACH| 727.25000 1454.50| 1150.00000 2300.00| 937.92000 1875.84 SIGNAL POLE, WOOD, 5, 35 FT. | | | 0075 805-97505 15.000 EACH| 980.88000 14713.20| 490.00000 7350.00| 1414.42000 21216.30 MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0076 805-99162 27.000 EACH| 294.32000 7946.64| 425.00000 11475.00| 695.02000 18765.54 SIGNAL PEDESTAL, 11 FT. | | | 0077 808-75297 1630.000 LFT | 3.08000 5020.40| 3.55000 5786.50| 3.02000 4922.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0078 808-75300 6834.000 LFT | 0.50000 3417.00| 1.10000 7517.40| 0.42000 2870.28 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 1,605,134.83| $ 1,738,538.87| $ 1,777,575.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,605,134.83| $ 1,738,538.87| $ 1,777,575.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 74-2851603 |(5) 35-1262778 | |QUANTA SERVICES, INC. |MIDWESTERN ELECTRIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL AND INTERCONNECT MODERNIZATION | | | 0001 105-06845 LUMP| 22000.00000 22000.00| 22700.00000 22700.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1100.00000 13200.00| 1950.00000 23400.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 93000.00000 93000.00| 98762.00000 98762.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 2389.300 LFT | 4.50000 10751.85| 4.75000 11349.18| CURB, CONCRETE, REMOVE | | | 0005 202-52710 1279.100 SYS | 10.76000 13763.12| 11.50000 14709.65| SIDEWALK, CONCRETE, REMOVE | | | 0006 202-78515 LUMP| 21000.00000 21000.00| 34820.00000 34820.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-91385 2.000 EACH| 287.00000 574.00| 290.00000 580.00| INLET, REMOVE | | | 0008 604-06069 1130.200 SYS | 72.00000 81374.40| 75.00000 84765.00| CURB RAMP, CONCRETE | | | 0009 604-91531 254.200 SYS | 42.00000 10676.40| 43.00000 10930.60| SIDEWALK, CONCRETE, 4 IN. | | | 0010 605-06120 2444.300 LFT | 19.50000 47663.85| 22.00000 53774.60| CURB, CONCRETE | | | 0011 611-05330 49.900 SYS | 66.00000 3293.40| 67.50000 3368.25| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0012 715-41045 48.000 LFT | 72.00000 3456.00| 74.00000 3552.00| PIPE, REINFORCED CONCRETE, 12 IN. | | | 0013 720-44000 7.000 EACH| 700.00000 4900.00| 714.00000 4998.00| CASTING, ADJUST TO GRADE | | | 0014 720-44296 34.000 EACH| 630.00000 21420.00| 650.00000 22100.00| CAP INLET | | | 0015 720-45010 2.000 EACH| 2030.00000 4060.00| 2100.00000 4200.00| INLET, A3 | | | 0016 720-45075 34.000 EACH| 2200.00000 74800.00| 2300.00000 78200.00| INLET, R13 | | | 0017 801-06640 69.000 EACH| 105.00000 7245.00| 145.00000 10005.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 46000.00000 46000.00| 53860.00000 53860.00| MAINTAINING TRAFFIC | | | 0019 802-76025 504.000 SFT | 10.00000 5040.00| 14.00000 7056.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 74-2851603 |(5) 35-1262778 | |QUANTA SERVICES, INC. |MIDWESTERN ELECTRIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 802-76035 27.000 SFT | 11.00000 297.00| 16.00000 432.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0021 802-76045 747.750 SFT | 12.00000 8973.00| 17.00000 12711.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0022 805-01439 2.000 EACH| 1200.00000 2400.00| 978.00000 1956.00| MICROWAVE DETECTOR | | | 0023 805-01815 6.000 EACH| 2000.00000 12000.00| 1870.00000 11220.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0024 805-01842 11.000 EACH| 750.00000 8250.00| 772.00000 8492.00| HANDHOLE, SIGNAL | | | 0025 805-01842 12.000 EACH| 775.00000 9300.00| 753.00000 9036.00| HANDHOLE, SIGNAL WITH FIBER OPTIC COVER | | | 0026 805-01843 46.000 EACH| 750.00000 34500.00| 410.00000 18860.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0027 805-01893 LUMP| 41000.00000 41000.00| 44850.00000 44850.00| MAINTAINING TRAFFIC SIGNAL | | | 0028 805-02037 11.000 EACH| 2500.00000 27500.00| 2339.00000 25729.00| SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0029 805-02069 11.000 EACH| 2700.00000 29700.00| 2375.00000 26125.00| SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0030 805-02072 5.000 EACH| 2725.00000 13625.00| 3080.00000 15400.00| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0031 805-02073 5.000 EACH| 2900.00000 14500.00| 3230.00000 16150.00| SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0032 805-02075 4.000 EACH| 2350.00000 9400.00| 2325.00000 9300.00| SIGNAL CANTILEVER STRUCTURE, 15 FT. ARM | | | 0033 805-02077 9.000 EACH| 3333.00000 29997.00| 3885.00000 34965.00| SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0034 805-02087 LUMP| 12500.81000 12500.81| 5200.00000 5200.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0035 805-02152 164.000 EACH| 425.00000 69700.00| 385.00000 63140.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0036 805-02439 25.000 EACH| 380.00000 9500.00| 275.00000 6875.00| CONDUIT RISER, GALVANIZED, 2 IN. | | | 0037 805-02855 27.000 EACH| 1200.00000 32400.00| 1052.00000 28404.00| SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2 FT. 6 IN. X 6 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 74-2851603 |(5) 35-1262778 | |QUANTA SERVICES, INC. |MIDWESTERN ELECTRIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 805-03537 3.000 EACH| 3650.00000 10950.00| 4395.00000 13185.00| SIGNAL CANTILEVER STRUCTURE, 45 FR. ARM | | | 0039 805-03978 27.000 EACH| 740.00000 19980.00| 535.00000 14445.00| EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0040 805-03980 45.000 EACH| 300.00000 13500.00| 140.00000 6300.00| EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0041 805-03983 21.000 EACH| 2000.00000 42000.00| 2680.00000 56280.00| PHASE SELECTORS ,TWO CHANNEL | | | 0042 805-03985 7401.000 LFT | 1.65000 12211.65| 1.33000 9843.33| DETECTOR CABLE 3C 20GA. | | | 0043 805-04736 330.000 LFT | 1.70000 561.00| 1.45000 478.50| SIGNAL CABLE, 4C 18GA. | | | 0044 805-05673 2.000 EACH| 3550.00000 7100.00| 4047.00000 8094.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 20 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0045 805-05673 1.000 EACH| 3670.00000 3670.00| 4365.00000 4365.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 25 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0046 805-05673 5.000 EACH| 3785.00000 18925.00| 4400.00000 22000.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 30 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0047 805-05673 4.000 EACH| 4500.00000 18000.00| 4758.00000 19032.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 40 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0048 805-05673 2.000 EACH| 4800.00000 9600.00| 5120.00000 10240.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 45 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0049 805-05870 29.000 EACH| 1512.75000 43869.75| 1170.00000 33930.00| SIGNAL SUPPORT FOUNDATION 3 ft. x 3 ft. | | | x 7 ft. | | | 0050 805-05871 18.000 EACH| 800.00000 14400.00| 645.00000 11610.00| EMERGENCY VEHICLE LIGHT DETECTOR SINGLE | | | CHANNEL, TWO DIRECTIONS | | | 0051 805-06592 5152.000 LFT | 22.80000 117465.60| 14.00000 72128.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 74-2851603 |(5) 35-1262778 | |QUANTA SERVICES, INC. |MIDWESTERN ELECTRIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-06834 21.000 EACH| 11400.00000 239400.00| 13480.00000 283080.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0053 805-78205 139.000 EACH| 445.00000 61855.00| 433.00000 60187.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0054 805-78230 4.000 EACH| 670.00000 2680.00| 730.00000 2920.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0055 805-78445 21.000 EACH| 500.00000 10500.00| 490.00000 10290.00| SIGNAL SERVICE | | | 0056 805-78465 2900.000 LFT | 1.50000 4350.00| 1.50000 4350.00| SIGNAL CABLE, 2C 8GA. | | | 0057 805-78470 23165.000 LFT | 0.15000 3474.75| 0.30000 6949.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0058 805-78480 10335.000 LFT | 1.35000 13952.25| 0.90000 9301.50| SIGNAL CABLE, 3C 14GA. | | | 0059 805-78485 24857.000 LFT | 1.38000 34302.66| 1.35000 33556.95| SIGNAL CABLE, 5C 14GA. | | | 0060 805-78490 995.000 LFT | 1.43000 1422.85| 1.39000 1383.05| SIGNAL CABLE, 7C 14GA. | | | 0061 805-78495 7368.000 LFT | 1.50000 11052.00| 1.60000 11788.80| SIGNAL CABLE, 9C 14GA. | | | 0062 805-78510 15045.000 LFT | 1.30000 19558.50| 0.80000 12036.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0063 805-78785 48.000 EACH| 500.00000 24000.00| 487.00000 23376.00| SIGNAL DETECTOR HOUSING | | | 0064 805-78795 9157.000 LFT | 5.30000 48532.10| 6.00000 54942.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0065 805-78900 25.000 EACH| 400.00000 10000.00| 460.00000 11500.00| PEDESTAL FOUNDATION, A | | | 0066 805-78925 6.000 EACH| 500.00000 3000.00| 765.00000 4590.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0067 805-90734 2.000 EACH| 5000.00000 10000.00| 5210.00000 10420.00| TRAFFIC RESPONSIVE SYSTEM MASTER | | | 0068 805-90736 2.000 EACH| 355.00000 710.00| 770.00000 1540.00| TELEPHONE MODEM | | | 0069 805-90737 2.000 EACH| 210.00000 420.00| 586.00000 1172.00| TELEPHONE SERVICE | | | 0070 805-92504 41.000 EACH| 325.00000 13325.00| 330.00000 13530.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/05/03 PAGE : 427 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,856,026.93 ROUTE : CALL ORDER : 427 CONTRACT ID : T -27031-A COUNTIES : MARION LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 74-2851603 |(5) 35-1262778 | |QUANTA SERVICES, INC. |MIDWESTERN ELECTRIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-94971 52554.000 LFT | 2.60000 136640.40| 3.77000 198128.58| FIBER OPTICS CABLE ,6 FIBER | | | 0072 805-95524 29.000 EACH| 30.00000 870.00| 310.00000 8990.00| HANDHOLE COVER PLATE FOR FIBER OPTIC | | | 0073 805-96121 82.000 EACH| 120.00000 9840.00| 144.00000 11808.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0074 805-97042 2.000 EACH| 809.00000 1618.00| 1840.00000 3680.00| SIGNAL POLE, WOOD, 5, 35 FT. | | | 0075 805-97505 15.000 EACH| 625.00000 9375.00| 733.00000 10995.00| MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0076 805-99162 27.000 EACH| 640.00000 17280.00| 360.00000 9720.00| SIGNAL PEDESTAL, 11 FT. | | | 0077 808-75297 1630.000 LFT | 3.40000 5542.00| 5.20000 8476.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0078 808-75300 6834.000 LFT | 1.06000 7244.04| 2.44000 16674.96| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 1,882,938.38| $ 1,989,292.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,882,938.38| $ 1,989,292.20| ====================================================================================================================================