INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,269.31 ROUTE : CALL ORDER : 130 CONTRACT ID : R -20609-A COUNTIES : UNION LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C302 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 136,385.17 100.0000% 2 35-2035887 KUHN CONSTRUCTION COMPANY, INC. $ 136,506.40 100.0888% 3 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 148,684.00 109.0177% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 169,894.53 124.5696% 5 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 175,692.90 128.8211% 6 31-0515195 VALLEY ASPHALT CORPORATION $ 194,533.77 142.6355% 7 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 239,918.37 175.9123% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2035887 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |KUHN CONSTRUCTION COMPANY, I|O'MARA, DAVE CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKING LOT IMPROVEMENTS | | | 0001 105-06790 2.000 MOS | 2350.00000 4700.00| 1000.00000 2000.00| 1900.00000 3800.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5300.00000 5300.00| 2800.00000 2800.00| 5100.00000 5100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6500.00000 6500.00| 6800.00000 6800.00| 7200.00000 7200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| 4000.00000 4000.00| 5895.00000 5895.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 3454.000 CYS | 7.50000 25905.00| 6.00000 20724.00| 8.00000 27632.00 EXCAVATION, COMMON | | | 0006 205-02229 90.000 LFT | 3.00000 270.00| 11.00000 990.00| 10.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 211-02060 313.000 CYS | 12.50000 3912.50| 20.00000 6260.00| 14.00000 4382.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 1149.500 TON | 12.60000 14483.70| 18.00000 20691.00| 15.00000 17242.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 402-05474 455.200 TON | 35.75000 16273.40| 36.00000 16387.20| 38.00000 17297.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 227.600 TON | 42.75000 9729.90| 40.00000 9104.00| 50.00000 11380.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0011 405-05517 6.000 TON | 345.00000 2070.00| 340.00000 2040.00| 300.00000 1800.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 1.000 TON | 180.00000 180.00| 380.00000 380.00| 250.00000 250.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,269.31 ROUTE : CALL ORDER : 130 CONTRACT ID : R -20609-A COUNTIES : UNION LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2035887 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |KUHN CONSTRUCTION COMPANY, I|O'MARA, DAVE CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 603-91714 360.000 LFT | 3.25000 1170.00| 1.00000 360.00| 4.50000 1620.00 FENCE, RAIL, WOOD , REMOVE | | | 0014 605-06140 1370.000 LFT | 10.95000 15001.50| 13.00000 17810.00| 14.00000 19180.00 CURB AND GUTTER, CONCRETE | | | 0015 615-06496 29.000 EACH| 49.00000 1421.00| 45.00000 1305.00| 65.00000 1885.00 PARKING BARRIER | | | 0016 616-02320 27.000 SYS | 6.25000 168.75| 2.00000 54.00| 6.50000 175.50 GEOTEXTILES | | | 0017 616-90199 27.000 SYS | 29.95000 808.65| 45.00000 1215.00| 45.00000 1215.00 RIPRAP, HAND LAID, 18 IN. | | | 0018 621-06545 0.500 TON | 320.00000 160.00| 800.00000 400.00| 800.00000 400.00 FERTILIZER | | | 0019 621-06559 2300.000 SYS | 0.43000 989.00| 0.85000 1955.00| 1.00000 2300.00 MULCHED SEEDING, R | | | 0020 621-06565 2.400 TON | 400.00000 960.00| 640.00000 1536.00| 625.00000 1500.00 MULCHING MATERIAL | | | 0021 715-05903 410.000 LFT | 23.00000 9430.00| 22.00000 9020.00| 21.00000 8610.00 PIPE, RCP, CLASS II, D0.01=1000, 15 IN. | | | 0022 715-46005 1.000 EACH| 225.00000 225.00| 180.00000 180.00| 525.00000 525.00 PIPE END SECTION, 15 IN. | | | 0023 720-98174 1.000 EACH| 1700.00000 1700.00| 2400.00000 2400.00| 1850.00000 1850.00 INLET, B15 | | | 0024 720-98555 2.000 EACH| 1725.00000 3450.00| 2500.00000 5000.00| 1650.00000 3300.00 INLET, C15 | | | 0025 808-06713 2984.000 LFT | 0.28000 835.52| 0.30000 895.20| 0.35000 1044.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-75069 375.000 LFT | 1.95000 731.25| 4.00000 1500.00| 4.00000 1500.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0027 621-01004 1.000 EACH| 510.00000 510.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 136,385.17| $ 136,506.40| $ 148,684.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 136,385.17| $ 136,506.40| $ 148,684.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,269.31 ROUTE : CALL ORDER : 130 CONTRACT ID : R -20609-A COUNTIES : UNION LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1817574 |(6) 31-0515195 |BEATY CONSTRUCTION, INC. |YARDBERRY LANDSCAPE COMPANY |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKING LOT IMPROVEMENTS | | | 0001 105-06790 2.000 MOS | 1500.00000 3000.00| 1100.00000 2200.00| 1200.00000 2400.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5500.00000 5500.00| 6200.00000 6200.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8352.88000 8352.88| 6000.00000 6000.00| 6490.57000 6490.57 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15984.00000 15984.00| 10000.00000 10000.00| 10390.00000 10390.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 3454.000 CYS | 7.75000 26768.50| 8.00000 27632.00| 17.70000 61135.80 EXCAVATION, COMMON | | | 0006 205-02229 90.000 LFT | 10.00000 900.00| 15.00000 1350.00| 10.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 211-02060 313.000 CYS | 22.50000 7042.50| 25.00000 7825.00| 27.80000 8701.40 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 1149.500 TON | 15.50000 17817.25| 18.00000 20691.00| 16.55000 19024.23 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 402-05474 455.200 TON | 40.00000 18208.00| 50.00000 22760.00| 36.90000 16796.88 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 227.600 TON | 47.00000 10697.20| 55.00000 12518.00| 43.70000 9946.12 HMA SURFACE 9.5 mm, MAINLINE | | | 0011 405-05517 6.000 TON | 385.00000 2310.00| 400.00000 2400.00| 350.00000 2100.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 1.000 TON | 200.00000 200.00| 750.00000 750.00| 300.00000 300.00 ASPHALT FOR TACK COAT | | | 0013 603-91714 360.000 LFT | 4.50000 1620.00| 4.00000 1440.00| 6.55000 2358.00 FENCE, RAIL, WOOD , REMOVE | | | 0014 605-06140 1370.000 LFT | 18.75000 25687.50| 21.00000 28770.00| 16.00000 21920.00 CURB AND GUTTER, CONCRETE | | | 0015 615-06496 29.000 EACH| 125.00000 3625.00| 80.00000 2320.00| 33.00000 957.00 PARKING BARRIER | | | 0016 616-02320 27.000 SYS | 3.00000 81.00| 3.00000 81.00| 18.80000 507.60 GEOTEXTILES | | | 0017 616-90199 27.000 SYS | 50.00000 1350.00| 60.00000 1620.00| 46.70000 1260.90 RIPRAP, HAND LAID, 18 IN. | | | 0018 621-06545 0.500 TON | 787.00000 393.50| 800.00000 400.00| 787.00000 393.50 FERTILIZER | | | 0019 621-06559 2300.000 SYS | 0.80000 1840.00| 0.65000 1495.00| 0.80000 1840.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,269.31 ROUTE : CALL ORDER : 130 CONTRACT ID : R -20609-A COUNTIES : UNION LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1817574 |(6) 31-0515195 |BEATY CONSTRUCTION, INC. |YARDBERRY LANDSCAPE COMPANY |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-06565 2.400 TON | 605.00000 1452.00| 450.00000 1080.00| 605.00000 1452.00 MULCHING MATERIAL | | | 0021 715-05903 410.000 LFT | 22.00000 9020.00| 21.00000 8610.00| 28.05000 11500.50 PIPE, RCP, CLASS II, D0.01=1000, 15 IN. | | | 0022 715-46005 1.000 EACH| 300.00000 300.00| 350.00000 350.00| 440.00000 440.00 PIPE END SECTION, 15 IN. | | | 0023 720-98174 1.000 EACH| 1800.00000 1800.00| 1598.00000 1598.00| 1505.00000 1505.00 INLET, B15 | | | 0024 720-98555 2.000 EACH| 1800.00000 3600.00| 1500.00000 3000.00| 1505.00000 3010.00 INLET, C15 | | | 0025 808-06713 2984.000 LFT | 0.30000 895.20| 0.60000 1790.40| 0.28000 835.52 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-75069 375.000 LFT | 2.00000 750.00| 5.50000 2062.50| 1.85000 693.75 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0027 621-01004 1.000 EACH| 700.00000 700.00| 750.00000 750.00| 675.00000 675.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 169,894.53| $ 175,692.90| $ 194,533.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 169,894.53| $ 175,692.90| $ 194,533.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,269.31 ROUTE : CALL ORDER : 130 CONTRACT ID : R -20609-A COUNTIES : UNION LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKING LOT IMPROVEMENTS | | | 0001 105-06790 2.000 MOS | 5000.00000 10000.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 7854.44000 7854.44| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12300.00000 12300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9860.00000 9860.00| | CLEARING RIGHT OF WAY | | | 0005 203-02000 3454.000 CYS | 24.45000 84450.30| | EXCAVATION, COMMON | | | 0006 205-02229 90.000 LFT | 12.22000 1099.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 211-02060 313.000 CYS | 18.62000 5828.06| | B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 1149.500 TON | 15.40000 17702.30| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 402-05474 455.200 TON | 43.69000 19887.69| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 227.600 TON | 52.24000 11889.82| | HMA SURFACE 9.5 mm, MAINLINE | | | 0011 405-05517 6.000 TON | 421.62000 2529.72| | ASPHALT FOR PRIME COAT | | | 0012 406-05520 1.000 TON | 219.98000 219.98| | ASPHALT FOR TACK COAT | | | 0013 603-91714 360.000 LFT | 2.14000 770.40| | FENCE, RAIL, WOOD , REMOVE | | | 0014 605-06140 1370.000 LFT | 17.28000 23673.60| | CURB AND GUTTER, CONCRETE | | | 0015 615-06496 29.000 EACH| 103.88000 3012.52| | PARKING BARRIER | | | 0016 616-02320 27.000 SYS | 13.16000 355.32| | GEOTEXTILES | | | 0017 616-90199 27.000 SYS | 34.47000 930.69| | RIPRAP, HAND LAID, 18 IN. | | | 0018 621-06545 0.500 TON | 961.79000 480.90| | FERTILIZER | | | 0019 621-06559 2300.000 SYS | 0.98000 2254.00| | MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,269.31 ROUTE : CALL ORDER : 130 CONTRACT ID : R -20609-A COUNTIES : UNION LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-06565 2.400 TON | 739.37000 1774.49| | MULCHING MATERIAL | | | 0021 715-05903 410.000 LFT | 33.51000 13739.10| | PIPE, RCP, CLASS II, D0.01=1000, 15 IN. | | | 0022 715-46005 1.000 EACH| 362.43000 362.43| | PIPE END SECTION, 15 IN. | | | 0023 720-98174 1.000 EACH| 1906.96000 1906.96| | INLET, B15 | | | 0024 720-98555 2.000 EACH| 2052.56000 4105.12| | INLET, C15 | | | 0025 808-06713 2984.000 LFT | 0.34000 1014.56| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-75069 375.000 LFT | 2.91000 1091.25| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0027 621-01004 1.000 EACH| 824.92000 824.92| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 239,918.37| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,918.37| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 5455006 5455006 5455006 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 3,096,903.14 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,108,965.72 100.3895% 3 35-1212938 ATLAS EXCAVATING, INC. $ 3,133,499.97 101.1817% 4 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 3,142,235.36 101.4637% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 3,177,173.47 102.5919% 6 35-1139301 E & B PAVING, INC. $ 3,257,884.12 105.1981% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 3,394,455.09 109.6080% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 12.000 MOS | 1300.00000 15600.00| 2907.25000 34887.00| 700.00000 8400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 45000.00000 45000.00| 54285.28000 54285.28| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 153600.00000 153600.00| 160000.00000 160000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 29608.37000 29608.37| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 120.000 m2 | 30.00000 3600.00| 28.08000 3369.60| 21.00000 2520.00 PAVEMENT, REMOVE | | | 0006 202-02241 537.000 m | 5.35000 2872.95| 5.36000 2878.32| 5.40000 2899.80 GUARDRAIL, REMOVE | | | 0007 202-02272 120.000 m | 18.00000 2160.00| 29.74000 3568.80| 20.00000 2400.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 40000.00000 40000.00| 100000.00000 100000.00| 146100.00000 146100.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 12972.000 m2 | 2.00000 25944.00| 0.88000 11415.36| 0.90000 11674.80 SURFACE MILLING, ASPHALT | | | 0010 202-74040 2.000 EACH| 510.00000 1020.00| 329.29000 658.58| 150.00000 300.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0011 202-74070 1.000 EACH| 2100.00000 2100.00| 1767.83000 1767.83| 1200.00000 1200.00 OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-78515 LUMP| 1850.00000 1850.00| 2255.90000 2255.90| 1200.00000 1200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-91840 121.000 m | 12.50000 1512.50| 12.65000 1530.65| 12.70000 1536.70 FENCE, CHAIN LINK, REMOVE | | | 0014 203-02000 16831.000 m3 | 7.50000 126232.50| 13.50000 227218.50| 11.00000 185141.00 EXCAVATION, COMMON | | | 0015 203-51223 443.000 m3 | 24.00000 10632.00| 25.01000 11079.43| 10.00000 4430.00 EXCAVATION, WATERWAY | | | 0016 205-02224 427.000 m | 6.00000 2562.00| 5.87000 2506.49| 6.00000 2562.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 148.000 m | 8.00000 1184.00| 7.86000 1163.28| 6.00000 888.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02231 72.000 m | 40.00000 2880.00| 68.05000 4899.60| 55.00000 3960.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-02232 65.200 m3 | 30.00000 1956.00| 11.89000 775.23| 26.00000 1695.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0020 205-02236 2.000 EACH| 95.00000 190.00| 91.84000 183.68| 79.00000 158.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 206-51220 571.400 m3 | 15.00000 8571.00| 25.00000 14285.00| 45.00000 25713.00 EXCAVATION, WET | | | 0022 206-51230 16.000 m3 | 175.00000 2800.00| 35.00000 560.00| 38.00000 608.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 206-51235 LUMP| 90000.00000 90000.00| 80000.00000 80000.00| 318000.00000 318000.00 COFFERDAM | | | 0024 211-02060 283.000 m3 | 40.00000 11320.00| 19.78000 5597.74| 24.00000 6792.00 B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 38.200 m3 | 125.00000 4775.00| 120.00000 4584.00| 130.00000 4966.00 FLOWABLE MORTAR | | | 0026 303-52308 7896.500 Mg | 16.00000 126344.00| 13.69000 108103.09| 14.60000 115288.90 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0027 304-04403 3727.000 m3 | 33.00000 122991.00| 37.12000 138346.24| 33.00000 122991.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0028 305-05206 13.900 Mg | 72.00000 1000.80| 136.00000 1890.40| 140.00000 1946.00 WIDENING WITH HMA | | | 0029 402-05474 15.100 Mg | 72.00000 1087.20| 140.00000 2114.00| 100.00000 1510.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 402-05477 920.700 Mg | 44.00000 40510.80| 41.00000 37748.70| 48.50000 44653.95 HMA SURFACE 9.5 mm, MAINLINE | | | 0031 402-05487 52.200 Mg | 47.00000 2453.40| 76.00000 3967.20| 52.00000 2714.40 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0032 407-04348 52.000 m2 | 15.50000 806.00| 32.00000 1664.00| 21.00000 1092.00 SEAL COAT, 2 | | | 0033 501-05091 295.200 m2 | 60.00000 17712.00| 59.00000 17416.80| 51.00000 15055.20 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 275 mm | | | 0034 501-05180 20285.000 m2 | 45.00000 912825.00| 40.82000 828033.70| 34.00000 689690.00 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0035 501-05240 3637.000 m | 25.00000 90925.00| 18.37000 66811.69| 30.10000 109473.70 CONTRACTION JOINT, D1 | | | 0036 501-05310 38.000 m | 375.00000 14250.00| 260.00000 9880.00| 290.00000 11020.00 TERMINAL JOINT | | | 0037 601-01128 4.000 EACH| 900.00000 3600.00| 897.95000 3591.80| 920.00000 3680.00 GUARDRAIL TRANSITION TYPE WGB | | | 0038 601-01626 1.000 EACH| 1675.00000 1675.00| 1683.66000 1683.66| 1725.00000 1725.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0039 601-02103 19.050 m | 41.00000 781.05| 40.82000 777.62| 41.50000 790.58 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0040 601-02634 1.000 EACH| 575.00000 575.00| 571.42000 571.42| 580.00000 580.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0041 601-94689 2.000 EACH| 3150.00000 6300.00| 3198.96000 6397.92| 3250.00000 6500.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-94690 1.000 EACH| 3150.00000 3150.00| 3198.95000 3198.95| 3250.00000 3250.00 GUARDRAIL END TREATMENT, MS | | | 0043 601-99105 247.660 m | 30.50000 7553.63| 30.92000 7657.65| 31.50000 7801.29 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 601-99108 49.530 m | 45.50000 2253.62| 46.22000 2289.28| 46.50000 2303.15 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0045 601-99132 2.000 EACH| 56.00000 112.00| 56.12000 112.24| 56.50000 113.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0046 602-06729 10.000 EACH| 8.00000 80.00| 10.20000 102.00| 5.15000 51.50 BARRIER DELINEATOR | | | 0047 603-06045 246.000 m | 25.00000 6150.00| 24.59000 6049.14| 24.80000 6100.80 FENCE, CHAIN LINK, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 611-05330 491.000 m2 | 40.00000 19640.00| 41.70000 20474.70| 53.80000 26415.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 611-06497 2.000 EACH| 165.00000 330.00| 163.27000 326.54| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 611-06498 1.000 EACH| 195.00000 195.00| 193.88000 193.88| 195.00000 195.00 MAILBOX ASSEMBLY, DOUBLE | | | 0051 615-06490 21.000 EACH| 110.00000 2310.00| 103.06000 2164.26| 105.00000 2205.00 RIGHT OF WAY MARKER | | | 0052 615-06515 6.000 EACH| 325.00000 1950.00| 311.22000 1867.32| 315.00000 1890.00 MONUMENT, D | | | 0053 616-02320 1566.000 m2 | 2.50000 3915.00| 1.82000 2850.12| 4.90000 7673.40 GEOTEXTILES | | | 0054 616-06405 1436.000 Mg | 18.00000 25848.00| 17.07000 24512.52| 17.00000 24412.00 RIPRAP, REVETMENT | | | 0055 621-01004 4.000 EACH| 525.00000 2100.00| 510.20000 2040.80| 520.00000 2080.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 1.600 Mg | 565.00000 904.00| 551.02000 881.63| 560.00000 896.00 FERTILIZER | | | 0057 621-06548 11.000 kg | 41.00000 451.00| 40.82000 449.02| 40.80000 448.80 SEED MIXTURE, CV | | | 0058 621-06553 284.000 kg | 7.50000 2130.00| 7.45000 2115.80| 7.50000 2130.00 SEED MIXTURE, R | | | 0059 621-06557 90.000 kg | 11.75000 1057.50| 11.58000 1042.20| 11.50000 1035.00 SEED MIXTURE, T | | | 0060 621-06565 11.200 Mg | 425.00000 4760.00| 423.47000 4742.86| 425.00000 4760.00 MULCHING MATERIAL | | | 0061 621-06567 9.500 kL | 1.00000 9.50| 0.56000 5.32| 0.60000 5.70 WATER | | | 0062 621-06574 2106.000 m2 | 3.25000 6844.50| 3.21000 6760.26| 3.25000 6844.50 SODDING | | | 0063 621-52448 4.000 EACH| 22.75000 91.00| 22.96000 91.84| 23.00000 92.00 SIGN, DO NOT SPRAY | | | 0064 701-98647 504.000 m | 110.00000 55440.00| 90.00000 45360.00| 119.00000 59976.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0065 702-51015 44.700 m3 | 350.00000 15645.00| 350.00000 15645.00| 350.00000 15645.00 CONCRETE, B, FOOTINGS | | | 0066 702-51100 69.000 kg | 12.00000 828.00| 9.00000 621.00| 11.00000 759.00 DRAIN PIPE, CAST IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 702-51110 584.400 kg | 4.50000 2629.80| 7.00000 4090.80| 3.50000 2045.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0068 702-51863 36.000 EACH| 14.00000 504.00| 8.00000 288.00| 18.00000 648.00 FIELD DRILLED HOLE IN CONCRETE | | | 0069 702-94139 159.800 m3 | 500.00000 79900.00| 710.00000 113458.00| 390.00000 62322.00 CONCRETE, A, ABOVE FOOTINGS | | | 0070 703-51030 10452.000 kg | 1.20000 12542.40| 1.20000 12542.40| 1.10000 11497.20 REINFORCING STEEL | | | 0071 703-96177 42202.000 kg | 1.35000 56972.70| 1.35000 56972.70| 1.25000 52752.50 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0072 704-51002 261.000 m3 | 475.00000 123975.00| 550.00000 143550.00| 380.00000 99180.00 CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-01619 4.000 EACH| 1200.00000 4800.00| 1650.00000 6600.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0074 706-51020 25.800 m3 | 500.00000 12900.00| 475.00000 12255.00| 500.00000 12900.00 CONCRETE, C, RAILING | | | 0075 707-51045 LUMP| 100000.00000 100000.00| 102000.00000 102000.00| 125000.00000 125000.00 CONCRETE STRUCTURAL MEMBERS | | | 0076 709-51821 LUMP| 6000.00000 6000.00| 6200.00000 6200.00| 7000.00000 7000.00 SURFACE SEAL | | | 0077 711-51070 36.000 EACH| 65.00000 2340.00| 40.00000 1440.00| 65.00000 2340.00 ANCHOR PLATE, AP 1 | | | 0078 715-05021 79.000 m | 80.00000 6320.00| 69.30000 5474.70| 115.00000 9085.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0079 715-05048 2274.000 m | 10.00000 22740.00| 6.99000 15895.26| 7.00000 15918.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0080 715-05125 46.000 m | 125.00000 5750.00| 108.57000 4994.22| 180.00000 8280.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0081 715-05168 12.500 m | 120.00000 1500.00| 122.91000 1536.38| 130.00000 1625.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0082 715-46000 2.000 EACH| 300.00000 600.00| 206.79000 413.58| 160.00000 320.00 PIPE END SECTION, 300 mm | | | 0083 715-46005 6.000 EACH| 315.00000 1890.00| 226.91000 1361.46| 180.00000 1080.00 PIPE END SECTION, 375 mm | | | 0084 715-46030 4.000 EACH| 525.00000 2100.00| 485.31000 1941.24| 420.00000 1680.00 PIPE END SECTION, 750 mm | | | 0085 718-04881 12.000 EACH| 300.00000 3600.00| 193.88000 2326.56| 200.00000 2400.00 OUTLET PROTECTOR, B | | | 0086 718-52610 643.000 m3 | 40.00000 25720.00| 30.36000 19521.48| 32.00000 20576.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 718-99153 4673.000 m2 | 1.75000 8177.75| 1.40000 6542.20| 1.50000 7009.50 GEOTEXTILES FOR UNDERDRAIN | | | 0088 720-95422 1.000 EACH| 1900.00000 1900.00| 2580.34000 2580.34| 2600.00000 2600.00 MANHOLE, J4 | | | 0089 727-90308 37.000 m | 77.00000 2849.00| 145.00000 5365.00| 78.00000 2886.00 EPOXY INJECTION, CRACK PREPARATION | | | 0090 727-90309 0.100 L | 1550.00000 155.00| 75.00000 7.50| 300.00000 30.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0091 727-93560 LUMP| 2100.00000 2100.00| 800.00000 800.00| 550.00000 550.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0092 801-01428 50.400 m | 22.00000 1108.80| 17.35000 874.44| 17.40000 876.96 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0093 801-05529 1640.000 m | 25.00000 41000.00| 11.00000 18040.00| 12.00000 19680.00 TEMPORARY HMA DIVIDER | | | 0094 801-06049 1700.000 m | 1.15000 1955.00| 1.02000 1734.00| 1.05000 1785.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0095 801-06606 22.000 EACH| 105.00000 2310.00| 90.82000 1998.04| 110.00000 2420.00 BARRICADE, IIIB | | | 0096 801-06640 56.000 EACH| 90.00000 5040.00| 90.82000 5085.92| 100.00000 5600.00 CONSTRUCTION SIGN, A | | | 0097 801-06643 7050.000 m | 3.75000 26437.50| 2.91000 20515.50| 3.00000 21150.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0098 801-06644 6033.000 m | 3.75000 22623.75| 2.91000 17556.03| 3.00000 18099.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0099 801-06645 69.000 EACH| 31.50000 2173.50| 15.31000 1056.39| 33.00000 2277.00 CONSTRUCTION SIGN, B | | | 0100 801-06647 575.000 m | 1.15000 661.25| 1.02000 586.50| 1.05000 603.75 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0101 801-06710 1110.000 DAY | 13.50000 14985.00| 13.78000 15295.80| 13.40000 14874.00 FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 50000.00000 50000.00| 51398.51000 51398.51| 47000.00000 47000.00 MAINTAINING TRAFFIC | | | 0103 801-09133 8.000 EACH| 5750.00000 46000.00| 6020.36000 48162.88| 5800.00000 46400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 801-52819 2.000 EACH| 37500.00000 75000.00| 19462.27000 38924.54| 14000.00000 28000.00 TEMPORARY CROSSOVER, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 801-96918 16.500 m | 6.75000 111.38| 6.12000 100.98| 6.20000 102.30 TEMPORARY TRANSVERSE MARKINGS, II, STOP | | | LINE, 600 mm | | | 0106 801-97143 15.000 m | 21.00000 315.00| 17.35000 260.25| 17.40000 261.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 600 mm | | | 0107 802-02293 1.860 m3 | 675.00000 1255.50| 810.38000 1507.31| 710.00000 1320.60 CONCRETE, SIGN FOUNDATION | | | 0108 802-05701 65.900 m | 25.25000 1663.98| 32.47000 2139.77| 38.00000 2504.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-05702 38.500 m | 29.00000 1116.50| 30.60000 1178.10| 30.00000 1155.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0110 802-05706 55.800 m | 21.00000 1171.80| 37.06000 2067.95| 34.00000 1897.20 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0111 802-76015 23.700 m2 | 195.00000 4621.50| 217.15000 5146.46| 230.00000 5451.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0112 802-76025 20.700 m2 | 205.00000 4243.50| 129.50000 2680.65| 105.00000 2173.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0113 802-76035 14.700 m2 | 130.00000 1911.00| 134.99000 1984.35| 135.00000 1984.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0114 802-76045 5.000 m2 | 185.00000 925.00| 140.26000 701.30| 170.00000 850.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0115 802-76055 12.600 m | 14.25000 179.55| 21.93000 276.32| 21.50000 270.90 SIGN POST, A | | | 0116 802-76065 10.000 m | 14.75000 147.50| 18.64000 186.40| 23.50000 235.00 SIGN POST, B | | | 0117 802-76095 587.900 kg | 4.25000 2498.58| 4.07000 2392.75| 4.60000 2704.34 STRUCTURAL STEEL, BREAKAWAY | | | 0118 805-01815 4.000 EACH| 1500.00000 6000.00| 1582.71000 6330.84| 1950.00000 7800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0119 805-01842 8.000 EACH| 495.00000 3960.00| 764.27000 6114.16| 725.00000 5800.00 HANDHOLE, SIGNAL | | | 0120 805-02087 LUMP| 850.00000 850.00| 282.92000 282.92| 365.00000 365.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 805-02441 1459.000 m | 2.00000 2918.00| 0.34000 496.06| 0.40000 583.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-06592 781.000 m | 33.00000 25773.00| 34.08000 26616.48| 22.60000 17650.60 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0123 805-78100 1.000 EACH| 7000.00000 7000.00| 6923.09000 6923.09| 9300.00000 9300.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0124 805-78230 8.000 EACH| 575.00000 4600.00| 561.43000 4491.44| 665.00000 5320.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0125 805-78415 5.000 EACH| 1350.00000 6750.00| 1311.66000 6558.30| 1585.00000 7925.00 SPAN, CATENARY, AND TETHER | | | 0126 805-78420 3.000 EACH| 200.00000 600.00| 224.66000 673.98| 265.00000 795.00 DISCONNECT HANGER | | | 0127 805-78445 1.000 EACH| 435.00000 435.00| 306.70000 306.70| 565.00000 565.00 SIGNAL SERVICE | | | 0128 805-78467 15.000 m | 6.25000 93.75| 7.16000 107.40| 5.15000 77.25 SIGNAL CABLE, 3C 8GA. | | | 0129 805-78485 10.000 m | 3.25000 32.50| 8.17000 81.70| 3.25000 32.50 SIGNAL CABLE, 5C 14GA. | | | 0130 805-78490 315.000 m | 3.75000 1181.25| 7.90000 2488.50| 3.35000 1055.25 SIGNAL CABLE, 7C 14GA. | | | 0131 805-78495 235.000 m | 4.00000 940.00| 9.38000 2204.30| 3.85000 904.75 SIGNAL CABLE, 9C 14GA. | | | 0132 805-78510 1838.000 m | 2.75000 5054.50| 3.29000 6047.02| 2.00000 3676.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0133 805-78746 18.000 m | 225.00000 4050.00| 101.23000 1822.14| 105.00000 1890.00 PREFORMED LOOP DETECTORS | | | 0134 805-78785 12.000 EACH| 350.00000 4200.00| 663.00000 7956.00| 520.00000 6240.00 SIGNAL DETECTOR HOUSING | | | 0135 805-78795 459.000 m | 21.00000 9639.00| 24.67000 11323.53| 20.50000 9409.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0136 805-78925 1.000 EACH| 525.00000 525.00| 929.55000 929.55| 515.00000 515.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0137 805-81060 4.000 EACH| 2700.00000 10800.00| 2760.11000 11040.44| 3750.00000 15000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0138 805-86810 1.000 EACH| 3300.00000 3300.00| 2955.34000 2955.34| 3600.00000 3600.00 SERVICE POINT, II | | | 0139 805-86820 13.000 EACH| 550.00000 7150.00| 748.88000 9735.44| 460.00000 5980.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 805-86889 563.000 m | 0.90000 506.70| 0.94000 529.22| 0.80000 450.40 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0141 805-86910 13.000 EACH| 30.00000 390.00| 30.15000 391.95| 36.00000 468.00 CONNECTOR KIT, UNFUSED | | | 0142 805-86915 13.000 EACH| 31.00000 403.00| 31.29000 406.77| 36.00000 468.00 CONNECTOR KIT, FUSED | | | 0143 805-86920 19.000 EACH| 6.50000 123.50| 13.68000 259.92| 18.00000 342.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0144 805-86925 8.000 EACH| 16.50000 132.00| 18.19000 145.52| 18.50000 148.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0145 805-86930 29.000 EACH| 5.75000 166.75| 12.58000 364.82| 14.50000 420.50 INSULATING LINK, NOT WATERPROOFED | | | 0146 805-86935 16.000 EACH| 16.00000 256.00| 14.21000 227.36| 15.50000 248.00 INSULATING LINK, WATERPROOFED | | | 0147 805-95518 1.000 m | 165.00000 165.00| 85.13000 85.13| 93.00000 93.00 FLEXIBLE CONDUIT, 50 mm | | | 0148 805-98335 700.000 m | 14.50000 10150.00| 13.96000 9772.00| 12.30000 8610.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0149 805-98336 154.000 m | 15.00000 2310.00| 25.11000 3866.94| 12.30000 1894.20 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0150 805-98752 4.000 EACH| 350.00000 1400.00| 368.18000 1472.72| 435.00000 1740.00 TRAFFIC SIGNAL INDICATION, 1 WAY, 3 | | | SECTION, 305 mm RED, 305 mm AMBER, 305 | | | mm GREEN | | | 0151 807-02191 4.000 EACH| 300.00000 1200.00| 522.34000 2089.36| 515.00000 2060.00 HANDHOLE, LIGHTING | | | 0152 807-83752 2.000 EACH| 850.00000 1700.00| 754.18000 1508.36| 945.00000 1890.00 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0153 807-83762 2.000 EACH| 950.00000 1900.00| 955.97000 1911.94| 1220.00000 2440.00 LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0154 807-84804 8.000 EACH| 1025.00000 8200.00| 865.60000 6924.80| 1100.00000 8800.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0155 807-84814 1.000 EACH| 1100.00000 1100.00| 960.19000 960.19| 1225.00000 1225.00 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0156 807-86950 13.000 EACH| 40.00000 520.00| 28.83000 374.79| 36.00000 468.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0157 807-86955 5.000 EACH| 115.00000 575.00| 105.22000 526.10| 97.00000 485.00 CABLE DUCT MARKER | | | 0158 808-01509 75.000 m | 5.00000 375.00| 7.30000 547.50| 5.10000 382.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0159 808-01804 50.000 m | 28.00000 1400.00| 25.26000 1263.00| 28.00000 1400.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0160 808-03178 20.000 EACH| 145.00000 2900.00| 141.33000 2826.60| 145.00000 2900.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0161 808-03179 14.000 EACH| 175.00000 2450.00| 153.83000 2153.62| 175.00000 2450.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0162 808-06701 425.000 m | 0.95000 403.75| 0.97000 412.25| 1.00000 425.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0163 808-06703 150.000 m | 0.95000 142.50| 0.97000 145.50| 1.00000 150.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0164 808-75051 3260.000 m | 3.50000 11410.00| 3.62000 11801.20| 3.60000 11736.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0165 808-75054 1737.000 m | 3.50000 6079.50| 3.62000 6287.94| 3.60000 6253.20 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0166 808-75059 400.000 m | 3.60000 1440.00| 4.08000 1632.00| 3.60000 1440.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0167 808-75067 93.000 m | 22.00000 2046.00| 25.25000 2348.25| 21.80000 2027.40 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0168 808-75245 1700.000 m | 0.95000 1615.00| 0.97000 1649.00| 1.00000 1700.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0169 808-75297 16.500 m | 6.50000 107.25| 20.41000 336.77| 6.20000 102.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0170 808-75320 5.000 EACH| 50.00000 250.00| 76.53000 382.65| 46.00000 230.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 808-75998 119.000 EACH| 30.00000 3570.00| 30.10000 3581.90| 31.00000 3689.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0172 801-01093 12.000 EACH| 550.00000 6600.00| 913.26000 10959.12| 550.00000 6600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0173 801-06640 16.000 EACH| 95.00000 1520.00| 96.94000 1551.04| 125.00000 2000.00 CONSTRUCTION SIGN, A ,SPEED LIMIT 35, | | | 1200mm X 1500mm | | | 0174 808-06716 1000.000 m | 1.35000 1350.00| 0.87000 870.00| 1.35000 1350.00 LINE, REMOVE | | | 0175 801-04308 4.000 EACH| 275.00000 1100.00| 382.65000 1530.60| 270.00000 1080.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0176 801-06625 18.000 EACH| 75.00000 1350.00| 60.20000 1083.60| 85.00000 1530.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0178 715-05053 63.000 m | 20.00000 1260.00| 51.02000 3214.26| 55.00000 3465.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0179 715-05175 24.700 m | 110.00000 2717.00| 155.73000 3846.53| 210.00000 5187.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | SECTION TOTALS | $ 3,096,903.14| $ 3,108,965.72| $ 3,133,499.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,096,903.14| $ 3,108,965.72| $ 3,133,499.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 12.000 MOS | 1800.00000 21600.00| 1897.89000 22774.68| 1750.00000 21000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 61110.00000 61110.00| 36000.00000 36000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 133000.00000 133000.00| 163899.90000 163899.90| 162850.00000 162850.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 34000.00000 34000.00| 60000.00000 60000.00| 65140.00000 65140.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 120.000 m2 | 25.00000 3000.00| 50.00000 6000.00| 14.50000 1740.00 PAVEMENT, REMOVE | | | 0006 202-02241 537.000 m | 6.00000 3222.00| 5.51000 2958.87| 6.20000 3329.40 GUARDRAIL, REMOVE | | | 0007 202-02272 120.000 m | 23.00000 2760.00| 4.31000 517.20| 21.00000 2520.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 115000.00000 115000.00| 132809.60000 132809.60| 105000.00000 105000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 12972.000 m2 | 1.00000 12972.00| 0.78000 10118.16| 0.95000 12323.40 SURFACE MILLING, ASPHALT | | | 0010 202-74040 2.000 EACH| 142.00000 284.00| 141.75000 283.50| 322.70000 645.40 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0011 202-74070 1.000 EACH| 1050.00000 1050.00| 1050.00000 1050.00| 1732.49000 1732.49 OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0012 202-78515 LUMP| 1050.00000 1050.00| 1050.00000 1050.00| 2210.80000 2210.80 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-91840 121.000 m | 13.00000 1573.00| 13.02000 1575.42| 10.00000 1210.00 FENCE, CHAIN LINK, REMOVE | | | 0014 203-02000 16831.000 m3 | 12.50000 210387.50| 10.27000 172854.37| 11.26000 189517.06 EXCAVATION, COMMON | | | 0015 203-51223 443.000 m3 | 20.00000 8860.00| 12.60000 5581.80| 12.00000 5316.00 EXCAVATION, WATERWAY | | | 0016 205-02224 427.000 m | 6.00000 2562.00| 6.04000 2579.08| 5.75000 2455.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 148.000 m | 8.00000 1184.00| 8.09000 1197.32| 7.70000 1139.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02231 72.000 m | 78.00000 5616.00| 51.39000 3700.08| 62.00000 4464.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02232 65.200 m3 | 83.00000 5411.60| 5.09000 331.87| 71.00000 4629.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0020 205-02236 2.000 EACH| 95.00000 190.00| 94.50000 189.00| 90.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 206-51220 571.400 m3 | 35.00000 19999.00| 18.90000 10799.46| 1.00000 571.40 EXCAVATION, WET | | | 0022 206-51230 16.000 m3 | 74.00000 1184.00| 47.25000 756.00| 40.00000 640.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 206-51235 LUMP| 220000.00000 220000.00| 89250.00000 89250.00| 248370.00000 248370.00 COFFERDAM | | | 0024 211-02060 283.000 m3 | 30.00000 8490.00| 26.15000 7400.45| 31.00000 8773.00 B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 38.200 m3 | 105.00000 4011.00| 94.50000 3609.90| 175.00000 6685.00 FLOWABLE MORTAR | | | 0026 303-52308 7896.500 Mg | 14.00000 110551.00| 13.04000 102970.36| 12.09000 95468.69 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0027 304-04403 3727.000 m3 | 38.00000 141626.00| 28.00000 104356.00| 37.02000 137973.54 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0028 305-05206 13.900 Mg | 125.00000 1737.50| 190.55000 2648.65| 200.00000 2780.00 WIDENING WITH HMA | | | 0029 402-05474 15.100 Mg | 95.00000 1434.50| 147.00000 2219.70| 100.00000 1510.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0030 402-05477 920.700 Mg | 47.00000 43272.90| 43.05000 39636.14| 35.00000 32224.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0031 402-05487 52.200 Mg | 50.00000 2610.00| 79.80000 4165.56| 55.00000 2871.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0032 407-04348 52.000 m2 | 20.00000 1040.00| 33.60000 1747.20| 15.00000 780.00 SEAL COAT, 2 | | | 0033 501-05091 295.200 m2 | 59.00000 17416.80| 57.75000 17047.80| 66.00000 19483.20 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 275 mm | | | 0034 501-05180 20285.000 m2 | 38.00000 770830.00| 39.34000 798011.90| 38.50000 780972.50 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0035 501-05240 3637.000 m | 20.00000 72740.00| 16.84000 61247.08| 27.50000 100017.50 CONTRACTION JOINT, D1 | | | 0036 501-05310 38.000 m | 321.00000 12198.00| 241.50000 9177.00| 359.10000 13645.80 TERMINAL JOINT | | | 0037 601-01128 4.000 EACH| 924.00000 3696.00| 924.00000 3696.00| 824.00000 3296.00 GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-01626 1.000 EACH| 1733.00000 1733.00| 1732.50000 1732.50| 1110.00000 1110.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0039 601-02103 19.050 m | 42.00000 800.10| 42.00000 800.10| 44.40000 845.82 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0040 601-02634 1.000 EACH| 588.00000 588.00| 588.00000 588.00| 550.00000 550.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0041 601-94689 2.000 EACH| 3292.00000 6584.00| 3291.75000 6583.50| 2978.00000 5956.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-94690 1.000 EACH| 3292.00000 3292.00| 3291.75000 3291.75| 2978.00000 2978.00 GUARDRAIL END TREATMENT, MS | | | 0043 601-99105 247.660 m | 32.00000 7925.12| 31.82000 7880.54| 35.00000 8668.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 601-99108 49.530 m | 48.00000 2377.44| 47.57000 2356.14| 50.00000 2476.50 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0045 601-99132 2.000 EACH| 58.00000 116.00| 57.75000 115.50| 120.00000 240.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0046 602-06729 10.000 EACH| 12.00000 120.00| 10.50000 105.00| 7.00000 70.00 BARRIER DELINEATOR | | | 0047 603-06045 246.000 m | 25.00000 6150.00| 25.31000 6226.26| 33.00000 8118.00 FENCE, CHAIN LINK, 1220 mm | | | 0048 611-05330 491.000 m2 | 40.00000 19640.00| 35.55000 17455.05| 35.06000 17214.46 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 611-06497 2.000 EACH| 168.00000 336.00| 168.00000 336.00| 90.00000 180.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 611-06498 1.000 EACH| 200.00000 200.00| 199.50000 199.50| 105.00000 105.00 MAILBOX ASSEMBLY, DOUBLE | | | 0051 615-06490 21.000 EACH| 106.00000 2226.00| 106.05000 2227.05| 93.00000 1953.00 RIGHT OF WAY MARKER | | | 0052 615-06515 6.000 EACH| 320.00000 1920.00| 320.25000 1921.50| 175.00000 1050.00 MONUMENT, D | | | 0053 616-02320 1566.000 m2 | 3.20000 5011.20| 2.71000 4243.86| 2.75000 4306.50 GEOTEXTILES | | | 0054 616-06405 1436.000 Mg | 22.00000 31592.00| 20.19000 28992.84| 23.00000 33028.00 RIPRAP, REVETMENT | | | 0055 621-01004 4.000 EACH| 525.00000 2100.00| 525.00000 2100.00| 500.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06545 1.600 Mg | 567.00000 907.20| 567.00000 907.20| 540.00000 864.00 FERTILIZER | | | 0057 621-06548 11.000 kg | 42.00000 462.00| 42.00000 462.00| 40.00000 440.00 SEED MIXTURE, CV | | | 0058 621-06553 284.000 kg | 7.70000 2186.80| 7.67000 2178.28| 7.30000 2073.20 SEED MIXTURE, R | | | 0059 621-06557 90.000 kg | 12.00000 1080.00| 11.92000 1072.80| 11.35000 1021.50 SEED MIXTURE, T | | | 0060 621-06565 11.200 Mg | 436.00000 4883.20| 435.75000 4880.40| 415.00000 4648.00 MULCHING MATERIAL | | | 0061 621-06567 9.500 kL | 0.60000 5.70| 0.58000 5.51| 0.55000 5.23 WATER | | | 0062 621-06574 2106.000 m2 | 3.30000 6949.80| 3.31000 6970.86| 3.15000 6633.90 SODDING | | | 0063 621-52448 4.000 EACH| 24.00000 96.00| 23.63000 94.52| 22.50000 90.00 SIGN, DO NOT SPRAY | | | 0064 701-98647 504.000 m | 120.00000 60480.00| 155.66000 78452.64| 86.00000 43344.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0065 702-51015 44.700 m3 | 520.00000 23244.00| 341.25000 15253.88| 400.00000 17880.00 CONCRETE, B, FOOTINGS | | | 0066 702-51100 69.000 kg | 9.50000 655.50| 26.25000 1811.25| 4.41000 304.29 DRAIN PIPE, CAST IRON, 150 mm | | | 0067 702-51110 584.400 kg | 4.20000 2454.48| 5.25000 3068.10| 4.41000 2577.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0068 702-51863 36.000 EACH| 26.00000 936.00| 15.75000 567.00| 10.00000 360.00 FIELD DRILLED HOLE IN CONCRETE | | | 0069 702-94139 159.800 m3 | 504.00000 80539.20| 551.25000 88089.75| 355.00000 56729.00 CONCRETE, A, ABOVE FOOTINGS | | | 0070 703-51030 10452.000 kg | 1.10000 11497.20| 1.58000 16514.16| 1.15000 12019.80 REINFORCING STEEL | | | 0071 703-96177 42202.000 kg | 1.20000 50642.40| 2.10000 88624.20| 1.26000 53174.52 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0072 704-51002 261.000 m3 | 494.00000 128934.00| 509.25000 132914.25| 420.00000 109620.00 CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-01619 4.000 EACH| 1418.00000 5672.00| 892.50000 3570.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0074 706-51020 25.800 m3 | 656.00000 16924.80| 467.25000 12055.05| 360.00000 9288.00 CONCRETE, C, RAILING | | | 0075 707-51045 LUMP| 94500.00000 94500.00| 157500.00000 157500.00| 119315.00000 119315.00 CONCRETE STRUCTURAL MEMBERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 709-51821 LUMP| 5880.00000 5880.00| 6510.00000 6510.00| 7360.00000 7360.00 SURFACE SEAL | | | 0077 711-51070 36.000 EACH| 42.00000 1512.00| 105.00000 3780.00| 50.00000 1800.00 ANCHOR PLATE, AP 1 | | | 0078 715-05021 79.000 m | 106.00000 8374.00| 77.23000 6101.17| 106.00000 8374.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0079 715-05048 2274.000 m | 7.20000 16372.80| 6.12000 13916.88| 11.10000 25241.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0080 715-05125 46.000 m | 171.00000 7866.00| 110.35000 5076.10| 201.00000 9246.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0081 715-05168 12.500 m | 123.00000 1537.50| 73.52000 919.00| 120.00000 1500.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0082 715-46000 2.000 EACH| 275.00000 550.00| 202.07000 404.14| 260.00000 520.00 PIPE END SECTION, 300 mm | | | 0083 715-46005 6.000 EACH| 320.00000 1920.00| 228.69000 1372.14| 301.00000 1806.00 PIPE END SECTION, 375 mm | | | 0084 715-46030 4.000 EACH| 742.00000 2968.00| 517.88000 2071.52| 538.00000 2152.00 PIPE END SECTION, 750 mm | | | 0085 718-04881 12.000 EACH| 200.00000 2400.00| 152.94000 1835.28| 220.00000 2640.00 OUTLET PROTECTOR, B | | | 0086 718-52610 643.000 m3 | 31.00000 19933.00| 29.33000 18859.19| 33.10000 21283.30 AGGREGATE FOR UNDERDRAINS | | | 0087 718-99153 4673.000 m2 | 1.40000 6542.20| 1.29000 6028.17| 1.50000 7009.50 GEOTEXTILES FOR UNDERDRAIN | | | 0088 720-95422 1.000 EACH| 4153.00000 4153.00| 2343.77000 2343.77| 2680.00000 2680.00 MANHOLE, J4 | | | 0089 727-90308 37.000 m | 58.00000 2146.00| 210.00000 7770.00| 175.00000 6475.00 EPOXY INJECTION, CRACK PREPARATION | | | 0090 727-90309 0.100 L | 24.00000 2.40| 525.00000 52.50| 2000.00000 200.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0091 727-93560 LUMP| 567.00000 567.00| 5250.00000 5250.00| 1800.00000 1800.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0092 801-01428 50.400 m | 21.00000 1058.40| 21.00000 1058.40| 20.00000 1008.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0093 801-05529 1640.000 m | 15.00000 24600.00| 15.27000 25042.80| 16.29000 26715.60 TEMPORARY HMA DIVIDER | | | 0094 801-06049 1700.000 m | 1.20000 2040.00| 1.16000 1972.00| 1.10000 1870.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0095 801-06606 22.000 EACH| 105.00000 2310.00| 105.00000 2310.00| 100.00000 2200.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 801-06640 56.000 EACH| 89.00000 4984.00| 89.25000 4998.00| 85.00000 4760.00 CONSTRUCTION SIGN, A | | | 0097 801-06643 7050.000 m | 4.00000 28200.00| 3.68000 25944.00| 3.50000 24675.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0098 801-06644 6033.000 m | 4.00000 24132.00| 3.68000 22201.44| 3.50000 21115.50 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0099 801-06645 69.000 EACH| 32.00000 2208.00| 31.50000 2173.50| 30.00000 2070.00 CONSTRUCTION SIGN, B | | | 0100 801-06647 575.000 m | 1.20000 690.00| 1.16000 667.00| 1.10000 632.50 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0101 801-06710 1110.000 DAY | 14.00000 15540.00| 13.65000 15151.50| 13.00000 14430.00 FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 60000.00000 60000.00| 85000.00000 85000.00| 79000.00000 79000.00 MAINTAINING TRAFFIC | | | 0103 801-09133 8.000 EACH| 5775.00000 46200.00| 5500.00000 44000.00| 5500.00000 44000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 801-52819 2.000 EACH| 13000.00000 26000.00| 19994.04000 39988.08| 50000.00000 100000.00 TEMPORARY CROSSOVER, B | | | 0105 801-96918 16.500 m | 7.00000 115.50| 6.93000 114.35| 6.60000 108.90 TEMPORARY TRANSVERSE MARKINGS, II, STOP | | | LINE, 600 mm | | | 0106 801-97143 15.000 m | 21.00000 315.00| 21.00000 315.00| 20.00000 300.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 600 mm | | | 0107 802-02293 1.860 m3 | 719.00000 1337.34| 719.25000 1337.81| 794.18000 1477.17 CONCRETE, SIGN FOUNDATION | | | 0108 802-05701 65.900 m | 37.00000 2438.30| 36.75000 2421.83| 31.82000 2096.94 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-05702 38.500 m | 29.00000 1116.50| 29.40000 1131.90| 29.99000 1154.62 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0110 802-05706 55.800 m | 35.00000 1953.00| 34.65000 1933.47| 36.32000 2026.66 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0111 802-76015 23.700 m2 | 236.00000 5593.20| 236.25000 5599.13| 212.81000 5043.60 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0112 802-76025 20.700 m2 | 105.00000 2173.50| 105.00000 2173.50| 126.91000 2627.04 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 802-76035 14.700 m2 | 137.00000 2013.90| 136.50000 2006.55| 132.29000 1944.66 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0114 802-76045 5.000 m2 | 173.00000 865.00| 173.25000 866.25| 137.46000 687.30 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0115 802-76055 12.600 m | 22.00000 277.20| 22.05000 277.83| 21.49000 270.77 SIGN POST, A | | | 0116 802-76065 10.000 m | 24.00000 240.00| 24.15000 241.50| 18.27000 182.70 SIGN POST, B | | | 0117 802-76095 587.900 kg | 4.70000 2763.13| 4.67000 2745.49| 3.99000 2345.72 STRUCTURAL STEEL, BREAKAWAY | | | 0118 805-01815 4.000 EACH| 1890.00000 7560.00| 1890.00000 7560.00| 1551.07000 6204.28 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0119 805-01842 8.000 EACH| 735.00000 5880.00| 735.00000 5880.00| 748.99000 5991.92 HANDHOLE, SIGNAL | | | 0120 805-02087 LUMP| 368.00000 368.00| 367.50000 367.50| 277.26000 277.26 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0121 805-02441 1459.000 m | 0.40000 583.60| 0.37000 539.83| 0.33000 481.47 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-06592 781.000 m | 23.00000 17963.00| 23.10000 18041.10| 33.40000 26085.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0123 805-78100 1.000 EACH| 9450.00000 9450.00| 9450.00000 9450.00| 6784.68000 6784.68 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0124 805-78230 8.000 EACH| 683.00000 5464.00| 682.50000 5460.00| 550.21000 4401.68 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0125 805-78415 5.000 EACH| 1628.00000 8140.00| 1627.50000 8137.50| 1285.44000 6427.20 SPAN, CATENARY, AND TETHER | | | 0126 805-78420 3.000 EACH| 263.00000 789.00| 262.50000 787.50| 220.17000 660.51 DISCONNECT HANGER | | | 0127 805-78445 1.000 EACH| 578.00000 578.00| 577.50000 577.50| 300.57000 300.57 SIGNAL SERVICE | | | 0128 805-78467 15.000 m | 5.30000 79.50| 5.25000 78.75| 7.02000 105.30 SIGNAL CABLE, 3C 8GA. | | | 0129 805-78485 10.000 m | 3.30000 33.00| 3.26000 32.60| 8.01000 80.10 SIGNAL CABLE, 5C 14GA. | | | 0130 805-78490 315.000 m | 3.40000 1071.00| 3.41000 1074.15| 7.74000 2438.10 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 805-78495 235.000 m | 3.90000 916.50| 3.94000 925.90| 9.19000 2159.65 SIGNAL CABLE, 9C 14GA. | | | 0132 805-78510 1838.000 m | 2.00000 3676.00| 2.00000 3676.00| 3.22000 5918.36 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0133 805-78746 18.000 m | 105.00000 1890.00| 105.00000 1890.00| 99.21000 1785.78 PREFORMED LOOP DETECTORS | | | 0134 805-78785 12.000 EACH| 525.00000 6300.00| 525.00000 6300.00| 649.74000 7796.88 SIGNAL DETECTOR HOUSING | | | 0135 805-78795 459.000 m | 21.00000 9639.00| 21.00000 9639.00| 24.18000 11098.62 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0136 805-78925 1.000 EACH| 525.00000 525.00| 525.00000 525.00| 910.97000 910.97 CONTROLLER CABINET FOUNDATION, P1 | | | 0137 805-81060 4.000 EACH| 3780.00000 15120.00| 3780.00000 15120.00| 2704.93000 10819.72 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0138 805-86810 1.000 EACH| 3675.00000 3675.00| 3675.00000 3675.00| 2896.26000 2896.26 SERVICE POINT, II | | | 0139 805-86820 13.000 EACH| 473.00000 6149.00| 472.50000 6142.50| 733.91000 9540.83 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0140 805-86889 563.000 m | 0.80000 450.40| 0.79000 444.77| 0.92000 517.96 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0141 805-86910 13.000 EACH| 37.00000 481.00| 36.75000 477.75| 29.55000 384.15 CONNECTOR KIT, UNFUSED | | | 0142 805-86915 13.000 EACH| 37.00000 481.00| 36.75000 477.75| 30.66000 398.58 CONNECTOR KIT, FUSED | | | 0143 805-86920 19.000 EACH| 18.00000 342.00| 18.38000 349.22| 13.41000 254.79 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0144 805-86925 8.000 EACH| 19.00000 152.00| 18.90000 151.20| 17.83000 142.64 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0145 805-86930 29.000 EACH| 15.00000 435.00| 14.70000 426.30| 12.33000 357.57 INSULATING LINK, NOT WATERPROOFED | | | 0146 805-86935 16.000 EACH| 16.00000 256.00| 15.75000 252.00| 13.93000 222.88 INSULATING LINK, WATERPROOFED | | | 0147 805-95518 1.000 m | 95.00000 95.00| 94.50000 94.50| 83.43000 83.43 FLEXIBLE CONDUIT, 50 mm | | | 0148 805-98335 700.000 m | 13.00000 9100.00| 12.60000 8820.00| 13.68000 9576.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 805-98336 154.000 m | 13.00000 2002.00| 12.60000 1940.40| 24.61000 3789.94 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0150 805-98752 4.000 EACH| 446.00000 1784.00| 446.25000 1785.00| 360.82000 1443.28 TRAFFIC SIGNAL INDICATION, 1 WAY, 3 | | | SECTION, 305 mm RED, 305 mm AMBER, 305 | | | mm GREEN | | | 0151 807-02191 4.000 EACH| 525.00000 2100.00| 525.00000 2100.00| 511.90000 2047.60 HANDHOLE, LIGHTING | | | 0152 807-83752 2.000 EACH| 971.00000 1942.00| 971.25000 1942.50| 739.10000 1478.20 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0153 807-83762 2.000 EACH| 1250.00000 2500.00| 1249.50000 2499.00| 936.86000 1873.72 LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0154 807-84804 8.000 EACH| 1124.00000 8992.00| 1123.50000 8988.00| 848.29000 6786.32 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0155 807-84814 1.000 EACH| 1260.00000 1260.00| 1260.00000 1260.00| 940.99000 940.99 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0156 807-86950 13.000 EACH| 37.00000 481.00| 36.75000 477.75| 28.25000 367.25 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0157 807-86955 5.000 EACH| 100.00000 500.00| 99.75000 498.75| 103.12000 515.60 CABLE DUCT MARKER | | | 0158 808-01509 75.000 m | 5.20000 390.00| 5.15000 386.25| 4.90000 367.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0159 808-01804 50.000 m | 29.00000 1450.00| 28.77000 1438.50| 27.40000 1370.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0160 808-03178 20.000 EACH| 147.00000 2940.00| 147.00000 2940.00| 140.00000 2800.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0161 808-03179 14.000 EACH| 179.00000 2506.00| 178.50000 2499.00| 170.00000 2380.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0162 808-06701 425.000 m | 1.00000 425.00| 0.95000 403.75| 0.90000 382.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 808-06703 150.000 m | 1.00000 150.00| 0.95000 142.50| 0.90000 135.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0164 808-75051 3260.000 m | 3.60000 11736.00| 3.61000 11768.60| 3.60000 11736.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0165 808-75054 1737.000 m | 3.60000 6253.20| 3.61000 6270.57| 3.60000 6253.20 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0166 808-75059 400.000 m | 3.70000 1480.00| 3.68000 1472.00| 3.60000 1440.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0167 808-75067 93.000 m | 22.00000 2046.00| 22.37000 2080.41| 21.30000 1980.90 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0168 808-75245 1700.000 m | 1.00000 1700.00| 0.95000 1615.00| 0.90000 1530.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0169 808-75297 16.500 m | 6.30000 103.95| 6.30000 103.95| 6.00000 99.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0170 808-75320 5.000 EACH| 47.00000 235.00| 47.25000 236.25| 45.00000 225.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0171 808-75998 119.000 EACH| 36.00000 4284.00| 35.86000 4267.34| 34.15000 4063.85 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0172 801-01093 12.000 EACH| 525.00000 6300.00| 525.00000 6300.00| 500.00000 6000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0173 801-06640 16.000 EACH| 95.00000 1520.00| 94.50000 1512.00| 90.00000 1440.00 CONSTRUCTION SIGN, A ,SPEED LIMIT 35, | | | 1200mm X 1500mm | | | 0174 808-06716 1000.000 m | 1.40000 1400.00| 1.37000 1370.00| 1.30000 1300.00 LINE, REMOVE | | | 0175 801-04308 4.000 EACH| 263.00000 1052.00| 262.50000 1050.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0176 801-06625 18.000 EACH| 74.00000 1332.00| 73.50000 1323.00| 70.00000 1260.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0178 715-05053 63.000 m | 40.00000 2520.00| 39.28000 2474.64| 38.00000 2394.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0179 715-05175 24.700 m | 162.00000 4001.40| 130.64000 3226.81| 253.00000 6249.10 PIPE, TYPE 3, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,142,235.36| $ 3,177,173.47| $ 3,257,884.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,142,235.36| $ 3,177,173.47| $ 3,257,884.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 12.000 MOS | 1650.00000 19800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 42000.00000 42000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 99662.00000 99662.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 68574.00000 68574.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 120.000 m2 | 25.00000 3000.00| | PAVEMENT, REMOVE | | | 0006 202-02241 537.000 m | 5.25000 2819.25| | GUARDRAIL, REMOVE | | | 0007 202-02272 120.000 m | 11.00000 1320.00| | PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 12972.000 m2 | 1.05000 13620.60| | SURFACE MILLING, ASPHALT | | | 0010 202-74040 2.000 EACH| 525.00000 1050.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0011 202-74070 1.000 EACH| 2350.00000 2350.00| | OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0012 202-78515 LUMP| 2100.00000 2100.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-91840 121.000 m | 12.40000 1500.40| | FENCE, CHAIN LINK, REMOVE | | | 0014 203-02000 16831.000 m3 | 13.50000 227218.50| | EXCAVATION, COMMON | | | 0015 203-51223 443.000 m3 | 8.00000 3544.00| | EXCAVATION, WATERWAY | | | 0016 205-02224 427.000 m | 5.75000 2455.25| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 148.000 m | 7.70000 1139.60| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02231 72.000 m | 58.00000 4176.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02232 65.200 m3 | 26.00000 1695.20| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0020 205-02236 2.000 EACH| 90.00000 180.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 206-51220 571.400 m3 | 20.00000 11428.00| | EXCAVATION, WET | | | 0022 206-51230 16.000 m3 | 20.00000 320.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 206-51235 LUMP| 106000.00000 106000.00| | COFFERDAM | | | 0024 211-02060 283.000 m3 | 25.00000 7075.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 38.200 m3 | 120.00000 4584.00| | FLOWABLE MORTAR | | | 0026 303-52308 7896.500 Mg | 20.00000 157930.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0027 304-04403 3727.000 m3 | 43.00000 160261.00| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0028 305-05206 13.900 Mg | 135.00000 1876.50| | WIDENING WITH HMA | | | 0029 402-05474 15.100 Mg | 105.00000 1585.50| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0030 402-05477 920.700 Mg | 60.00000 55242.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0031 402-05487 52.200 Mg | 57.00000 2975.40| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0032 407-04348 52.000 m2 | 20.00000 1040.00| | SEAL COAT, 2 | | | 0033 501-05091 295.200 m2 | 80.00000 23616.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 275 mm | | | 0034 501-05180 20285.000 m2 | 41.00000 831685.00| | CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0035 501-05240 3637.000 m | 25.00000 90925.00| | CONTRACTION JOINT, D1 | | | 0036 501-05310 38.000 m | 425.00000 16150.00| | TERMINAL JOINT | | | 0037 601-01128 4.000 EACH| 880.00000 3520.00| | GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-01626 1.000 EACH| 1650.00000 1650.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0039 601-02103 19.050 m | 40.00000 762.00| | GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0040 601-02634 1.000 EACH| 560.00000 560.00| | TEMPORARY GUARDRAIL END TREATMENT, I | | | 0041 601-94689 2.000 EACH| 3135.00000 6270.00| | GUARDRAIL END TREATMENT, OS | | | 0042 601-94690 1.000 EACH| 3135.00000 3135.00| | GUARDRAIL END TREATMENT, MS | | | 0043 601-99105 247.660 m | 30.30000 7504.10| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 601-99108 49.530 m | 45.30000 2243.71| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0045 601-99132 2.000 EACH| 55.00000 110.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0046 602-06729 10.000 EACH| 8.00000 80.00| | BARRIER DELINEATOR | | | 0047 603-06045 246.000 m | 24.10000 5928.60| | FENCE, CHAIN LINK, 1220 mm | | | 0048 611-05330 491.000 m2 | 42.00000 20622.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 611-06497 2.000 EACH| 160.00000 320.00| | MAILBOX ASSEMBLY, SINGLE | | | 0050 611-06498 1.000 EACH| 190.00000 190.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0051 615-06490 21.000 EACH| 101.00000 2121.00| | RIGHT OF WAY MARKER | | | 0052 615-06515 6.000 EACH| 305.00000 1830.00| | MONUMENT, D | | | 0053 616-02320 1566.000 m2 | 2.50000 3915.00| | GEOTEXTILES | | | 0054 616-06405 1436.000 Mg | 26.00000 37336.00| | RIPRAP, REVETMENT | | | 0055 621-01004 4.000 EACH| 500.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06545 1.600 Mg | 540.00000 864.00| | FERTILIZER | | | 0057 621-06548 11.000 kg | 40.00000 440.00| | SEED MIXTURE, CV | | | 0058 621-06553 284.000 kg | 9.00000 2556.00| | SEED MIXTURE, R | | | 0059 621-06557 90.000 kg | 11.35000 1021.50| | SEED MIXTURE, T | | | 0060 621-06565 11.200 Mg | 415.00000 4648.00| | MULCHING MATERIAL | | | 0061 621-06567 9.500 kL | 0.55000 5.23| | WATER | | | 0062 621-06574 2106.000 m2 | 4.50000 9477.00| | SODDING | | | 0063 621-52448 4.000 EACH| 22.50000 90.00| | SIGN, DO NOT SPRAY | | | 0064 701-98647 504.000 m | 96.00000 48384.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0065 702-51015 44.700 m3 | 575.00000 25702.50| | CONCRETE, B, FOOTINGS | | | 0066 702-51100 69.000 kg | 10.00000 690.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0067 702-51110 584.400 kg | 4.40000 2571.36| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0068 702-51863 36.000 EACH| 10.00000 360.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0069 702-94139 159.800 m3 | 750.00000 119850.00| | CONCRETE, A, ABOVE FOOTINGS | | | 0070 703-51030 10452.000 kg | 1.15000 12019.80| | REINFORCING STEEL | | | 0071 703-96177 42202.000 kg | 1.35000 56972.70| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0072 704-51002 261.000 m3 | 650.00000 169650.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-01619 4.000 EACH| 1350.00000 5400.00| | CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0074 706-51020 25.800 m3 | 575.00000 14835.00| | CONCRETE, C, RAILING | | | 0075 707-51045 LUMP| 100000.00000 100000.00| | CONCRETE STRUCTURAL MEMBERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 709-51821 LUMP| 5810.00000 5810.00| | SURFACE SEAL | | | 0077 711-51070 36.000 EACH| 100.00000 3600.00| | ANCHOR PLATE, AP 1 | | | 0078 715-05021 79.000 m | 85.00000 6715.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0079 715-05048 2274.000 m | 11.00000 25014.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0080 715-05125 46.000 m | 140.00000 6440.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0081 715-05168 12.500 m | 200.00000 2500.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0082 715-46000 2.000 EACH| 225.00000 450.00| | PIPE END SECTION, 300 mm | | | 0083 715-46005 6.000 EACH| 250.00000 1500.00| | PIPE END SECTION, 375 mm | | | 0084 715-46030 4.000 EACH| 450.00000 1800.00| | PIPE END SECTION, 750 mm | | | 0085 718-04881 12.000 EACH| 325.00000 3900.00| | OUTLET PROTECTOR, B | | | 0086 718-52610 643.000 m3 | 44.00000 28292.00| | AGGREGATE FOR UNDERDRAINS | | | 0087 718-99153 4673.000 m2 | 1.50000 7009.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0088 720-95422 1.000 EACH| 3000.00000 3000.00| | MANHOLE, J4 | | | 0089 727-90308 37.000 m | 200.00000 7400.00| | EPOXY INJECTION, CRACK PREPARATION | | | 0090 727-90309 0.100 L | 15.00000 1.50| | EPOXY INJECTION, EPOXY MATERIAL | | | 0091 727-93560 LUMP| 2100.00000 2100.00| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0092 801-01428 50.400 m | 22.00000 1108.80| | TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0093 801-05529 1640.000 m | 20.00000 32800.00| | TEMPORARY HMA DIVIDER | | | 0094 801-06049 1700.000 m | 1.15000 1955.00| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0095 801-06606 22.000 EACH| 125.00000 2750.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 801-06640 56.000 EACH| 100.00000 5600.00| | CONSTRUCTION SIGN, A | | | 0097 801-06643 7050.000 m | 4.00000 28200.00| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0098 801-06644 6033.000 m | 4.00000 24132.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0099 801-06645 69.000 EACH| 35.00000 2415.00| | CONSTRUCTION SIGN, B | | | 0100 801-06647 575.000 m | 1.15000 661.25| | TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0101 801-06710 1110.000 DAY | 12.50000 13875.00| | FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 45000.00000 45000.00| | MAINTAINING TRAFFIC | | | 0103 801-09133 8.000 EACH| 5650.00000 45200.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 801-52819 2.000 EACH| 40000.00000 80000.00| | TEMPORARY CROSSOVER, B | | | 0105 801-96918 16.500 m | 7.25000 119.63| | TEMPORARY TRANSVERSE MARKINGS, II, STOP | | | LINE, 600 mm | | | 0106 801-97143 15.000 m | 22.00000 330.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 600 mm | | | 0107 802-02293 1.860 m3 | 695.00000 1292.70| | CONCRETE, SIGN FOUNDATION | | | 0108 802-05701 65.900 m | 29.00000 1911.10| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-05702 38.500 m | 33.00000 1270.50| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0110 802-05706 55.800 m | 23.00000 1283.40| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0111 802-76015 23.700 m2 | 220.00000 5214.00| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0112 802-76025 20.700 m2 | 233.00000 4823.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 802-76035 14.700 m2 | 144.00000 2116.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0114 802-76045 5.000 m2 | 211.00000 1055.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0115 802-76055 12.600 m | 16.00000 201.60| | SIGN POST, A | | | 0116 802-76065 10.000 m | 17.00000 170.00| | SIGN POST, B | | | 0117 802-76095 587.900 kg | 4.75000 2792.53| | STRUCTURAL STEEL, BREAKAWAY | | | 0118 805-01815 4.000 EACH| 1700.00000 6800.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0119 805-01842 8.000 EACH| 550.00000 4400.00| | HANDHOLE, SIGNAL | | | 0120 805-02087 LUMP| 935.00000 935.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0121 805-02441 1459.000 m | 2.25000 3282.75| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-06592 781.000 m | 38.00000 29678.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0123 805-78100 1.000 EACH| 7800.00000 7800.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0124 805-78230 8.000 EACH| 630.00000 5040.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0125 805-78415 5.000 EACH| 1500.00000 7500.00| | SPAN, CATENARY, AND TETHER | | | 0126 805-78420 3.000 EACH| 225.00000 675.00| | DISCONNECT HANGER | | | 0127 805-78445 1.000 EACH| 475.00000 475.00| | SIGNAL SERVICE | | | 0128 805-78467 15.000 m | 7.00000 105.00| | SIGNAL CABLE, 3C 8GA. | | | 0129 805-78485 10.000 m | 3.50000 35.00| | SIGNAL CABLE, 5C 14GA. | | | 0130 805-78490 315.000 m | 4.00000 1260.00| | SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 805-78495 235.000 m | 4.25000 998.75| | SIGNAL CABLE, 9C 14GA. | | | 0132 805-78510 1838.000 m | 3.00000 5514.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0133 805-78746 18.000 m | 250.00000 4500.00| | PREFORMED LOOP DETECTORS | | | 0134 805-78785 12.000 EACH| 390.00000 4680.00| | SIGNAL DETECTOR HOUSING | | | 0135 805-78795 459.000 m | 23.50000 10786.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0136 805-78925 1.000 EACH| 600.00000 600.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0137 805-81060 4.000 EACH| 3050.00000 12200.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0138 805-86810 1.000 EACH| 3750.00000 3750.00| | SERVICE POINT, II | | | 0139 805-86820 13.000 EACH| 630.00000 8190.00| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0140 805-86889 563.000 m | 0.95000 534.85| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0141 805-86910 13.000 EACH| 33.00000 429.00| | CONNECTOR KIT, UNFUSED | | | 0142 805-86915 13.000 EACH| 34.00000 442.00| | CONNECTOR KIT, FUSED | | | 0143 805-86920 19.000 EACH| 7.25000 137.75| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0144 805-86925 8.000 EACH| 18.50000 148.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0145 805-86930 29.000 EACH| 6.00000 174.00| | INSULATING LINK, NOT WATERPROOFED | | | 0146 805-86935 16.000 EACH| 18.50000 296.00| | INSULATING LINK, WATERPROOFED | | | 0147 805-95518 1.000 m | 185.00000 185.00| | FLEXIBLE CONDUIT, 50 mm | | | 0148 805-98335 700.000 m | 16.00000 11200.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 805-98336 154.000 m | 17.00000 2618.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0150 805-98752 4.000 EACH| 380.00000 1520.00| | TRAFFIC SIGNAL INDICATION, 1 WAY, 3 | | | SECTION, 305 mm RED, 305 mm AMBER, 305 | | | mm GREEN | | | 0151 807-02191 4.000 EACH| 330.00000 1320.00| | HANDHOLE, LIGHTING | | | 0152 807-83752 2.000 EACH| 940.00000 1880.00| | LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0153 807-83762 2.000 EACH| 1025.00000 2050.00| | LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0154 807-84804 8.000 EACH| 1135.00000 9080.00| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0155 807-84814 1.000 EACH| 1200.00000 1200.00| | LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0156 807-86950 13.000 EACH| 45.00000 585.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0157 807-86955 5.000 EACH| 125.00000 625.00| | CABLE DUCT MARKER | | | 0158 808-01509 75.000 m | 5.00000 375.00| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0159 808-01804 50.000 m | 28.00000 1400.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0160 808-03178 20.000 EACH| 150.00000 3000.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0161 808-03179 14.000 EACH| 180.00000 2520.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0162 808-06701 425.000 m | 1.00000 425.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 808-06703 150.000 m | 1.00000 150.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0164 808-75051 3260.000 m | 3.75000 12225.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0165 808-75054 1737.000 m | 3.75000 6513.75| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0166 808-75059 400.000 m | 4.00000 1600.00| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0167 808-75067 93.000 m | 23.25000 2162.25| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0168 808-75245 1700.000 m | 1.00000 1700.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0169 808-75297 16.500 m | 6.75000 111.38| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0170 808-75320 5.000 EACH| 50.00000 250.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0171 808-75998 119.000 EACH| 34.00000 4046.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0172 801-01093 12.000 EACH| 550.00000 6600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0173 801-06640 16.000 EACH| 105.00000 1680.00| | CONSTRUCTION SIGN, A ,SPEED LIMIT 35, | | | 1200mm X 1500mm | | | 0174 808-06716 1000.000 m | 1.50000 1500.00| | LINE, REMOVE | | | 0175 801-04308 4.000 EACH| 300.00000 1200.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0176 801-06625 18.000 EACH| 90.00000 1620.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0178 715-05053 63.000 m | 55.00000 3465.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0179 715-05175 24.700 m | 200.00000 4940.00| | PIPE, TYPE 3, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 140 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,061.58 ROUTE : SR 144/42 CALL ORDER : 140 CONTRACT ID : R -23888-A COUNTIES : MORGAN LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,394,455.09| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,394,455.09| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0694(103)102 0694(103)102 0694(103)102 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 7,149,183.48 100.0000% 2 35-1315965 FOX CONTRACTORS CORPORATION $ 7,993,109.62 111.8045% 3 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 8,723,067.38 122.0148% 4 35-1139301 E & B PAVING, INC. $ 8,929,851.59 124.9072% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-01925 24.000 MOS | 1176.34000 28232.16| 760.00000 18240.00| 750.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 75246.12000 75246.12| 78000.00000 78000.00| 125000.00000 125000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 357459.17000 357459.17| 400000.00000 400000.00| 370000.00000 370000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 214475.50000 214475.50| 240000.00000 240000.00| 265000.00000 265000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 10840.000 m2 | 7.80000 84552.00| 8.00000 86720.00| 5.25000 56910.00 PAVEMENT, REMOVE | | | 0006 202-02241 2381.000 m | 5.90000 14047.90| 6.00000 14286.00| 5.90000 14047.90 GUARDRAIL, REMOVE | | | 0007 202-02271 5.000 EACH| 220.00000 1100.00| 180.00000 900.00| 150.00000 750.00 HEADWALL, REMOVE | | | 0008 202-02272 247.000 m | 7.22000 1783.34| 11.00000 2717.00| 11.50000 2840.50 PAVED SIDE DITCH, REMOVE | | | 0009 202-02274 13.000 m | 36.09000 469.17| 32.00000 416.00| 20.00000 260.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-02278 12.000 m | 72.18000 866.16| 21.00000 252.00| 21.00000 252.00 CURB, CONCRETE, REMOVE | | | 0011 202-03783 2.000 EACH| 250.00000 500.00| 318.00000 636.00| 250.00000 500.00 SIGN, PANEL, REMOVE | | | 0012 202-51328 LUMP| 248674.57000 248674.57| 334000.00000 334000.00| 425000.00000 425000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51368 586.000 m2 | 7.85000 4600.10| 36.00000 21096.00| 35.00000 20510.00 SLOPEWALL, REMOVE | | | 0014 202-60820 11402.000 m2 | 2.76000 31469.52| 4.10000 46748.20| 4.10000 46748.20 SURFACE MILLING, ASPHALT | | | 0015 202-62420 235.000 m | 2.20000 517.00| 46.00000 10810.00| 45.00000 10575.00 BRIDGE RAILING, REMOVE | | | 0016 202-74025 2991.000 m | 2.90000 8673.90| 3.00000 8973.00| 2.90000 8673.90 FENCE, REMOVE | | | 0017 202-74040 7.000 EACH| 600.00000 4200.00| 385.00000 2695.00| 600.00000 4200.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0018 202-74045 45.000 EACH| 40.00000 1800.00| 76.00000 3420.00| 40.00000 1800.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0019 202-74055 3.000 EACH| 4730.00000 14190.00| 2475.00000 7425.00| 4730.00000 14190.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0020 202-74095 4.000 EACH| 65.00000 260.00| 318.00000 1272.00| 65.00000 260.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0021 202-78515 LUMP| 3900.00000 3900.00| 8144.00000 8144.00| 3900.00000 3900.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0022 202-82067 2.000 EACH| 100.00000 200.00| 254.00000 508.00| 100.00000 200.00 SIGN CIRCUITRY, BRIDGE BRACKET, REMOVE | | | 0023 202-91385 23.000 EACH| 500.00000 11500.00| 400.00000 9200.00| 385.00000 8855.00 INLET, REMOVE | | | 0024 202-93974 1.000 EACH| 1400.00000 1400.00| 1766.00000 1766.00| 1400.00000 1400.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0025 202-94749 12.000 m | 14.44000 173.28| 21.00000 252.00| 8.80000 105.60 CURB, ASPHALT, REMOVE | | | 0026 202-94793 13.000 m | 75.50000 981.50| 204.00000 2652.00| 55.00000 715.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0027 202-94810 1.000 EACH| 660.00000 660.00| 120.00000 120.00| 200.00000 200.00 CURB TURNOUT, REMOVE | | | 0028 202-95028 1.000 EACH| 660.00000 660.00| 180.00000 180.00| 200.00000 200.00 CURB TURNOUT, CONCRETE, REMOVE | | | 0029 202-96133 46.000 m | 24.60000 1131.60| 50.00000 2300.00| 30.00000 1380.00 PIPE, REMOVE | | | 0030 202-96391 1.000 EACH| 150.00000 150.00| 594.00000 594.00| 150.00000 150.00 MAST ARM, REMOVE AND RELOCATE ON NEW | | | STRAIN POLE | | | 0031 202-96479 539.000 EACH| 4.80000 2587.20| 8.20000 4419.80| 8.00000 4312.00 BOLT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 202-96718 20.000 EACH| 20.00000 400.00| 20.00000 400.00| 20.00000 400.00 POST, GUARD RAIL, REMOVE | | | 0033 203-02000 107359.000 m3 | 5.92000 635565.28| 9.00000 966231.00| 9.50000 1019910.50 EXCAVATION, COMMON | | | 0035 205-02224 135.000 m | 5.75000 776.25| 5.00000 675.00| 5.75000 776.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0036 205-02231 1110.000 m | 22.66000 25152.60| 17.00000 18870.00| 13.00000 14430.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0037 205-02232 186.500 m3 | 15.23000 2840.40| 26.00000 4849.00| 10.00000 1865.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0038 205-02234 13.000 EACH| 45.00000 585.00| 50.00000 650.00| 45.00000 585.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0039 205-02236 17.000 EACH| 55.00000 935.00| 50.00000 850.00| 55.00000 935.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0040 205-02237 4.000 EACH| 55.00000 220.00| 50.00000 200.00| 55.00000 220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0041 208-51500 LUMP| 9687.50000 9687.50| 3500.00000 3500.00| 12000.00000 12000.00 RESHAPE SPILL SLOPES | | | 0042 211-02060 986.000 m3 | 35.11000 34618.46| 17.00000 16762.00| 13.00000 12818.00 B BORROW FOR STRUCTURE BACKFILL | | | 0043 213-52830 102.250 m3 | 100.00000 10225.00| 100.00000 10225.00| 100.00000 10225.00 FLOWABLE MORTAR | | | 0046 303-98541 717.000 Mg | 10.00000 7170.00| 8.00000 5736.00| 15.00000 10755.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0047 304-04403 7362.000 m3 | 30.09000 221522.58| 38.00000 279756.00| 28.50000 209817.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0048 305-05206 2500.000 Mg | 16.53000 41325.00| 17.00000 42500.00| 29.00000 72500.00 WIDENING WITH HMA | | | 0049 401-05455 5637.000 Mg | 27.56000 155355.72| 28.00000 157836.00| 29.00000 163473.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0050 401-05456 2553.000 Mg | 34.17000 87236.01| 35.00000 89355.00| 46.00000 117438.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0051 405-05517 3.400 Mg | 220.47000 749.60| 227.00000 771.80| 200.00000 680.00 ASPHALT FOR PRIME COAT | | | 0052 406-05520 17.950 Mg | 267.86000 4808.09| 275.00000 4936.25| 155.00000 2782.25 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 501-03489 2810.000 EACH| 5.50000 15455.00| 11.00000 30910.00| 11.00000 30910.00 TIE BAR, RETROFIT | | | 0054 501-05092 823.700 m2 | 70.00000 57659.00| 74.00000 60953.80| 72.00000 59306.40 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 300 mm | | | 0055 501-05180 23207.000 m2 | 29.20000 677644.40| 30.00000 696210.00| 41.60000 965411.20 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0056 501-05181 17691.000 m2 | 29.70000 525422.70| 30.00000 530730.00| 42.00000 743022.00 CEMENT CONCRETE PAVEMENT, PLAIN, 275 mm | | | 0057 501-05240 7436.000 m | 20.50000 152438.00| 10.00000 74360.00| 10.00000 74360.00 CONTRACTION JOINT, D1 | | | 0058 601-01522 4.000 EACH| 1175.00000 4700.00| 1210.00000 4840.00| 1175.00000 4700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-05999 1.000 EACH| 35.00000 35.00| 36.00000 36.00| 35.00000 35.00 CURVED TERMINAL END | | | 0060 601-06035 15.000 m | 30.00000 450.00| 30.00000 450.00| 30.00000 450.00 GUARDRAIL, RESET | | | 0061 601-06767 4.000 EACH| 18250.00000 73000.00| 18800.00000 75200.00| 19375.00000 77500.00 ENERGY ABSORBING TERMINAL, B, 4 BAY | | | 0062 601-06777 2.000 EACH| 6900.00000 13800.00| 7100.00000 14200.00| 6900.00000 13800.00 GRAVEL BARREL ARRAY | | | 0063 601-94689 5.000 EACH| 3175.00000 15875.00| 3270.00000 16350.00| 3175.00000 15875.00 GUARDRAIL END TREATMENT, OS | | | 0064 601-94690 2.000 EACH| 3175.00000 6350.00| 3270.00000 6540.00| 3175.00000 6350.00 GUARDRAIL END TREATMENT, MS | | | 0065 601-99105 279.930 m | 31.00000 8677.83| 31.00000 8677.83| 31.00000 8677.83 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0066 601-99108 76.200 m | 51.00000 3886.20| 52.00000 3962.40| 51.00000 3886.20 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0067 601-99132 2.000 EACH| 75.00000 150.00| 77.00000 154.00| 75.00000 150.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0068 602-06032 285.000 m | 132.45000 37748.25| 40.00000 11400.00| 175.00000 49875.00 BARRIER, MEDIAN, CONCRETE | | | 0069 602-06646 2314.000 m | 35.05000 81105.70| 30.00000 69420.00| 45.00000 104130.00 TEMPORARY CONCRETE BARRIER | | | 0070 602-06729 92.000 EACH| 6.00000 552.00| 2.00000 184.00| 6.00000 552.00 BARRIER DELINEATOR | | | 0071 603-06045 2854.000 m | 19.09000 54482.86| 19.00000 54226.00| 19.09000 54482.86 FENCE, CHAIN LINK, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 605-06120 86.000 m | 48.50000 4171.00| 78.00000 6708.00| 76.45000 6574.70 CURB, CONCRETE | | | 0073 605-06140 286.000 m | 32.50000 9295.00| 46.00000 13156.00| 45.00000 12870.00 CURB AND GUTTER, CONCRETE | | | 0074 605-06215 126.000 m | 65.00000 8190.00| 170.00000 21420.00| 166.00000 20916.00 CENTER CURB, D, CONCRETE | | | 0075 607-06335 1351.000 m | 30.00000 40530.00| 70.00000 94570.00| 68.45000 92475.95 PAVED SIDE DITCH, A | | | 0076 610-05527 956.000 Mg | 55.11000 52685.16| 56.00000 53536.00| 44.00000 42064.00 HMA FOR APPROACHES | | | 0077 611-05330 126.000 m2 | 39.75000 5008.50| 46.00000 5796.00| 45.00000 5670.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0079 615-06490 33.000 EACH| 110.00000 3630.00| 113.00000 3729.00| 110.00000 3630.00 RIGHT OF WAY MARKER | | | 0080 615-06505 2.000 EACH| 330.00000 660.00| 339.00000 678.00| 330.00000 660.00 MONUMENT, B | | | 0081 615-06510 1.000 EACH| 220.00000 220.00| 226.00000 226.00| 220.00000 220.00 MONUMENT, C | | | 0082 616-02320 214.500 m2 | 2.46000 527.67| 3.00000 643.50| 5.50000 1179.75 GEOTEXTILES | | | 0083 616-06405 127.750 Mg | 29.68000 3791.62| 21.00000 2682.75| 34.00000 4343.50 RIPRAP, REVETMENT | | | 0084 621-01004 3.000 EACH| 800.00000 2400.00| 300.00000 900.00| 800.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 621-06545 12.000 Mg | 465.00000 5580.00| 700.00000 8400.00| 465.00000 5580.00 FERTILIZER | | | 0086 621-06553 2473.000 kg | 6.20000 15332.60| 7.50000 18547.50| 6.20000 15332.60 SEED MIXTURE, R | | | 0087 621-06557 2864.000 kg | 13.10000 37518.40| 14.00000 40096.00| 13.10000 37518.40 SEED MIXTURE, T | | | 0088 621-06565 59.000 Mg | 353.00000 20827.00| 400.00000 23600.00| 353.00000 20827.00 MULCHING MATERIAL | | | 0089 621-06567 364.000 kL | 1.00000 364.00| 5.00000 1820.00| 1.00000 364.00 WATER | | | 0090 621-06575 16091.000 m2 | 3.32000 53422.12| 4.00000 64364.00| 2.82000 45376.62 SODDING, NURSERY | | | 0091 701-98647 78.600 m | 147.02000 11555.77| 154.00000 12104.40| 150.00000 11790.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 702-44240 5.000 m3 | 792.22000 3961.10| 578.00000 2890.00| 750.00000 3750.00 CONCRETE, A, STRUCTURES | | | 0093 702-51005 258.300 m3 | 550.00000 142065.00| 463.00000 119592.90| 450.00000 116235.00 CONCRETE, A, SUBSTRUCTURE | | | 0094 702-51015 68.200 m3 | 325.00000 22165.00| 463.00000 31576.60| 450.00000 30690.00 CONCRETE, B, FOOTINGS | | | 0095 702-51863 160.000 EACH| 11.84000 1894.40| 15.00000 2400.00| 15.00000 2400.00 FIELD DRILLED HOLE IN CONCRETE | | | 0096 702-52376 31.300 m3 | 460.00000 14398.00| 515.00000 16119.50| 500.00000 15650.00 CONCRETE, C, STRUCTURES | | | 0097 703-51030 40302.000 kg | 1.41000 56825.82| 1.30000 52392.60| 1.25000 50377.50 REINFORCING STEEL | | | 0098 703-51032 103214.000 kg | 1.54000 158949.56| 1.40000 144499.60| 1.35000 139338.90 REINFORCING STEEL, EPOXY COATED | | | 0099 703-90512 428.000 EACH| 16.10000 6890.80| 22.00000 9416.00| 22.00000 9416.00 THREADED BAR SPLICE | | | 0100 703-97703 92.000 EACH| 15.18000 1396.56| 12.00000 1104.00| 12.00000 1104.00 THREADED BAR SPLICE, EPOXY COATED | | | 0101 704-51002 549.500 m3 | 500.00000 274750.00| 515.00000 282992.50| 500.00000 274750.00 CONCRETE, C, SUPERSTRUCTURE | | | 0102 706-05732 8.000 EACH| 987.50000 7900.00| 1442.00000 11536.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0103 706-51020 61.800 m3 | 590.65000 36502.17| 515.00000 31827.00| 500.00000 30900.00 CONCRETE, C, RAILING | | | 0104 707-90219 88.000 EACH| 258.88000 22781.44| 1133.00000 99704.00| 1100.00000 96800.00 ELASTOMERIC BEARING | | | 0105 709-51821 LUMP| 11064.24000 11064.24| 22000.00000 22000.00| 21300.00000 21300.00 SURFACE SEAL | | | 0106 710-51864 1661.000 EACH| 15.16000 25180.76| 20.00000 33220.00| 20.00000 33220.00 FIELD DRILLED HOLE | | | 0107 710-51870 5.000 m2 | 156.40000 782.00| 309.00000 1545.00| 300.00000 1500.00 REPOINTING MASONRY IN STRUCTURES | | | 0108 711-51038 LUMP| 419607.22000 419607.22| 432600.00000 432600.00| 420000.00000 420000.00 STRUCTURAL STEEL | | | 0109 711-51877 LUMP| 34100.00000 34100.00| 49440.00000 49440.00| 48000.00000 48000.00 JACKING AND SUPPORTING BEAMS | | | 0110 711-90114 LUMP| 12828.00000 12828.00| 28840.00000 28840.00| 28000.00000 28000.00 SUPPORTING SUPERSTRUCTURE | | | 0111 711-96242 12.000 EACH| 282.33000 3387.96| 1442.00000 17304.00| 1400.00000 16800.00 DIAPHRAGM, RESET | | | 0112 714-94664 5.000 m | 2479.00000 12395.00| 2700.00000 13500.00| 2350.00000 11750.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 715-05019 71.000 m | 139.26000 9887.46| 186.00000 13206.00| 150.00000 10650.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0114 715-05022 33.000 m | 151.26000 4991.58| 234.00000 7722.00| 225.00000 7425.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0115 715-05048 7564.000 m | 7.65000 57864.60| 7.65000 57864.60| 7.65000 57864.60 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0116 715-05049 100.000 m | 16.00000 1600.00| 16.00000 1600.00| 16.00000 1600.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0117 715-05053 891.000 m | 20.00000 17820.00| 20.00000 17820.00| 20.00000 17820.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0118 715-05054 13.000 m | 26.00000 338.00| 26.00000 338.00| 26.00000 338.00 PIPE, UNDERDRAIN OUTLET, 200 mm | | | 0119 715-05118 54.000 m | 33.91000 1831.14| 85.00000 4590.00| 121.00000 6534.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0120 715-05119 6.000 m | 112.02000 672.12| 125.00000 750.00| 140.00000 840.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0121 715-05121 63.000 m | 68.89000 4340.07| 147.00000 9261.00| 132.00000 8316.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0122 715-05149 14.000 m | 56.75000 794.50| 95.00000 1330.00| 131.00000 1834.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0123 715-05187 21.000 m | 234.47000 4923.87| 360.00000 7560.00| 240.00000 5040.00 PIPE, TYPE 3, CIRCULAR, 1350 mm | | | 0124 715-05217 110.000 m | 52.75000 5802.50| 89.00000 9790.00| 100.00000 11000.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0125 715-05229 23.000 m | 176.72000 4064.56| 200.00000 4600.00| 205.00000 4715.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0126 715-05245 42.000 m | 379.08000 15921.36| 432.00000 18144.00| 425.00000 17850.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0127 715-05596 34.000 m | 106.77000 3630.18| 125.00000 4250.00| 145.00000 4930.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0128 715-05597 9.000 m | 111.77000 1005.93| 165.00000 1485.00| 230.00000 2070.00 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0129 715-05757 30.000 m | 200.54000 6016.20| 207.00000 6210.00| 250.00000 7500.00 PIPE EXTENSION, CIRCULAR, 900 mm | | | 0130 715-05789 120.000 m | 76.50000 9180.00| 126.00000 15120.00| 142.00000 17040.00 PIPE, EXTENSION, CIRCULAR, 300 mm | | | 0131 715-46000 13.000 EACH| 197.80000 2571.40| 183.00000 2379.00| 175.00000 2275.00 PIPE END SECTION, 300 mm | | | 0132 715-46010 4.000 EACH| 259.55000 1038.20| 236.00000 944.00| 210.00000 840.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 715-46040 5.000 EACH| 465.00000 2325.00| 480.00000 2400.00| 805.00000 4025.00 PIPE END SECTION, 900 mm | | | 0134 715-46055 2.000 EACH| 240.00000 480.00| 248.00000 496.00| 325.00000 650.00 PIPE END SECTION, MIN. AREA .17 m2 | | | 0135 716-94652 22.000 m | 570.00000 12540.00| 950.00000 20900.00| 1100.00000 24200.00 PIPE, JACKED, REINFORCED CONCRETE, 300 | | | mm | | | 0136 718-04880 78.000 EACH| 500.00000 39000.00| 500.00000 39000.00| 500.00000 39000.00 OUTLET PROTECTOR, A | | | 0137 718-52610 1459.000 m3 | 27.00000 39393.00| 27.00000 39393.00| 27.00000 39393.00 AGGREGATE FOR UNDERDRAINS | | | 0138 718-99153 2200.000 m2 | 1.00000 2200.00| 1.00000 2200.00| 1.00000 2200.00 GEOTEXTILES FOR UNDERDRAIN | | | 0139 720-44000 5.000 EACH| 430.00000 2150.00| 230.00000 1150.00| 350.00000 1750.00 CASTING, ADJUST TO GRADE | | | 0140 720-44015 1.000 EACH| 662.00000 662.00| 614.00000 614.00| 850.00000 850.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0141 720-45015 2.000 EACH| 1269.80000 2539.60| 1300.00000 2600.00| 1650.00000 3300.00 INLET, A8 | | | 0142 720-45041 1.000 EACH| 2180.00000 2180.00| 2300.00000 2300.00| 3800.00000 3800.00 INLET, H5 | | | 0143 720-45069 9.000 EACH| 2675.00000 24075.00| 2800.00000 25200.00| 3000.00000 27000.00 INLET, P12 | | | 0144 720-45075 3.000 EACH| 1640.00000 4920.00| 1500.00000 4500.00| 1850.00000 5550.00 INLET, R13 | | | 0145 720-90129 1.000 EACH| 2874.20000 2874.20| 2700.00000 2700.00| 3000.00000 3000.00 MANHOLE, J2 | | | 0146 720-91973 1.000 EACH| 3287.50000 3287.50| 2700.00000 2700.00| 3600.00000 3600.00 MANHOLE, H4 | | | 0147 720-94906 1.000 EACH| 1289.80000 1289.80| 1500.00000 1500.00| 2000.00000 2000.00 INLET, X5 | | | 0148 724-03276 85.000 m | 269.12000 22875.20| 309.00000 26265.00| 300.00000 25500.00 EXPANSION JOINT SEALING SYSTEM | | | 0149 730-26772 1.000 EACH| 3804.50000 3804.50| 4600.00000 4600.00| 6000.00000 6000.00 GRATED BOX END SECTION, I, 6:1, 600 mm | | | 0150 730-97691 1.000 EACH| 3474.50000 3474.50| 4100.00000 4100.00| 5700.00000 5700.00 GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0151 730-97834 2.000 EACH| 1776.30000 3552.60| 2200.00000 4400.00| 4000.00000 8000.00 GRATED BOX END SECTION, II, 4:1, 450 mm | | | 0152 730-97836 1.000 EACH| 1776.10000 1776.10| 2200.00000 2200.00| 4000.00000 4000.00 GRATED BOX END SECTION, II, 4:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 801-06203 750.000 m | 1.64000 1230.00| 1.60000 1200.00| 1.64000 1230.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0154 801-06207 18000.000 m | 3.25000 58500.00| 3.35000 60300.00| 3.25000 58500.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0155 801-06605 9.000 EACH| 206.00000 1854.00| 212.00000 1908.00| 206.00000 1854.00 BARRICADE, IIIA | | | 0156 801-06606 3.000 EACH| 270.00000 810.00| 278.00000 834.00| 270.00000 810.00 BARRICADE, IIIB | | | 0157 801-06640 41.000 EACH| 225.00000 9225.00| 231.00000 9471.00| 252.00000 10332.00 CONSTRUCTION SIGN, A | | | 0158 801-06710 840.000 DAY | 5.00000 4200.00| 14.00000 11760.00| 14.00000 11760.00 FLASHING ARROW SIGN | | | 0159 801-06775 LUMP| 90945.80000 90945.80| 69400.00000 69400.00| 225000.00000 225000.00 MAINTAINING TRAFFIC | | | 0160 802-02293 45.640 m3 | 500.00000 22820.00| 667.00000 30441.88| 500.00000 22820.00 CONCRETE, SIGN FOUNDATION | | | 0161 802-02475 7.000 EACH| 1400.00000 9800.00| 357.00000 2499.00| 1400.00000 9800.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0162 802-05701 82.600 m | 25.00000 2065.00| 24.00000 1982.40| 25.00000 2065.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0163 802-05702 141.000 m | 25.00000 3525.00| 24.00000 3384.00| 25.00000 3525.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0164 802-05704 4.300 m | 18.00000 77.40| 43.00000 184.90| 18.00000 77.40 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0165 802-05705 19.000 m | 18.00000 342.00| 20.00000 380.00| 18.00000 342.00 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0166 802-76015 106.570 m2 | 165.00000 17584.05| 170.00000 18116.90| 165.00000 17584.05 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0167 802-76025 9.290 m2 | 120.00000 1114.80| 168.00000 1560.72| 120.00000 1114.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0168 802-76035 37.740 m2 | 130.00000 4906.20| 123.00000 4642.02| 130.00000 4906.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0169 802-76045 4.860 m2 | 140.00000 680.40| 172.00000 835.92| 140.00000 680.40 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 802-76050 6.000 EACH| 95.00000 570.00| 237.00000 1422.00| 95.00000 570.00 MILEPOST | | | 0171 802-76095 3941.020 kg | 3.40000 13399.47| 4.00000 15764.08| 3.40000 13399.47 STRUCTURAL STEEL, BREAKAWAY | | | 0172 802-96800 3888.000 EACH| 1.80000 6998.40| 14.00000 54432.00| 14.00000 54432.00 SHEAR STUD CONNECTOR | | | 0173 803-01057 4.000 EACH| 4900.00000 19600.00| 4894.00000 19576.00| 4900.00000 19600.00 END BENT FOR OVERHEAD SIGN STRUCTURE | | | (BOX TRUSS) | | | 0174 803-02310 1568.200 kg | 1.90000 2979.58| 1.75000 2744.35| 1.90000 2979.58 REINFORCING STEEL, SIGN FOUNDATION | | | 0175 803-03811 2.000 EACH| 4000.00000 8000.00| 2969.00000 5938.00| 4000.00000 8000.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | RESET | | | 0176 803-76160 2.000 EACH| 126.00000 252.00| 386.00000 772.00| 126.00000 252.00 BRIDGE BRACKET ASSEMBLY , RESET | | | 0177 803-91084 6.000 EACH| 1000.00000 6000.00| 329.00000 1974.00| 1000.00000 6000.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0178 803-99392 1.000 EACH| 2100.00000 2100.00| 2573.00000 2573.00| 2100.00000 2100.00 OVERHEAD SIGN STRUCTURE, RESET, | | | CANTILEVER DOUBLE ARM | | | 0179 804-06725 132.000 EACH| 17.70000 2336.40| 18.00000 2376.00| 17.70000 2336.40 DELINEATOR WITH POST, D1, 75 mm | | | 0180 804-06740 81.000 EACH| 17.70000 1433.70| 18.00000 1458.00| 17.70000 1433.70 DELINEATOR WITH POST, D2 | | | 0181 804-06770 4.000 EACH| 17.70000 70.80| 18.00000 72.00| 17.70000 70.80 DELINEATOR POST | | | 0182 805-01815 6.000 EACH| 1400.00000 8400.00| 1711.00000 10266.00| 1400.00000 8400.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0183 805-01842 16.000 EACH| 585.00000 9360.00| 554.00000 8864.00| 585.00000 9360.00 HANDHOLE, SIGNAL | | | 0184 805-01843 3.000 EACH| 300.00000 900.00| 608.00000 1824.00| 300.00000 900.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0185 805-02087 LUMP| 1000.00000 1000.00| 2545.00000 2545.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0187 805-02373 1798.000 m | 9.30000 16721.40| 9.40000 16901.20| 9.30000 16721.40 INTERCONNECT CABLE, FIBER OPTIC | | | 0192 805-06592 1617.000 m | 27.00000 43659.00| 30.90000 49965.30| 27.00000 43659.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0193 805-78069 1.000 EACH| 7000.00000 7000.00| 8863.00000 8863.00| 7000.00000 7000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0194 805-78205 14.000 EACH| 400.00000 5600.00| 386.00000 5404.00| 400.00000 5600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0195 805-78215 5.000 EACH| 410.00000 2050.00| 386.00000 1930.00| 410.00000 2050.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0196 805-78230 1.000 EACH| 600.00000 600.00| 629.00000 629.00| 600.00000 600.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0197 805-78415 6.000 EACH| 1500.00000 9000.00| 1486.00000 8916.00| 1500.00000 9000.00 SPAN, CATENARY, AND TETHER | | | 0198 805-78420 7.000 EACH| 225.00000 1575.00| 198.00000 1386.00| 225.00000 1575.00 DISCONNECT HANGER | | | 0199 805-78445 1.000 EACH| 470.00000 470.00| 481.00000 481.00| 470.00000 470.00 SIGNAL SERVICE | | | 0200 805-78467 283.000 m | 4.75000 1344.25| 6.70000 1896.10| 4.75000 1344.25 SIGNAL CABLE, 3C 8GA. | | | 0201 805-78470 1586.000 m | 0.70000 1110.20| 3.00000 4758.00| 0.70000 1110.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0202 805-78485 278.000 m | 2.80000 778.40| 3.00000 834.00| 2.80000 778.40 SIGNAL CABLE, 5C 14GA. | | | 0203 805-78490 446.000 m | 3.20000 1427.20| 4.00000 1784.00| 3.20000 1427.20 SIGNAL CABLE, 7C 14GA. | | | 0204 805-78510 2866.000 m | 2.00000 5732.00| 3.00000 8598.00| 2.00000 5732.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0205 805-78785 13.000 EACH| 475.00000 6175.00| 413.00000 5369.00| 475.00000 6175.00 SIGNAL DETECTOR HOUSING | | | 0206 805-78795 535.000 m | 26.00000 13910.00| 27.00000 14445.00| 26.00000 13910.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0207 805-78930 1.000 EACH| 530.00000 530.00| 563.00000 563.00| 530.00000 530.00 CONTROLLER CABINET FOUNDATION, M | | | 0208 805-81032 1.000 EACH| 2400.00000 2400.00| 2350.00000 2350.00| 2400.00000 2400.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0209 805-81060 5.000 EACH| 3000.00000 15000.00| 2803.00000 14015.00| 3000.00000 15000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0210 805-86810 1.000 EACH| 2800.00000 2800.00| 3454.00000 3454.00| 2800.00000 2800.00 SERVICE POINT, II | | | 0211 805-86820 36.000 EACH| 550.00000 19800.00| 600.00000 21600.00| 550.00000 19800.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0212 805-86889 1338.000 m | 0.50000 669.00| 1.00000 1338.00| 0.50000 669.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0213 805-86920 143.000 EACH| 14.00000 2002.00| 7.00000 1001.00| 14.00000 2002.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0214 805-86925 24.000 EACH| 18.00000 432.00| 17.00000 408.00| 18.00000 432.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0215 805-86930 89.000 EACH| 12.00000 1068.00| 6.50000 578.50| 12.00000 1068.00 INSULATING LINK, NOT WATERPROOFED | | | 0216 805-86935 24.000 EACH| 18.00000 432.00| 16.70000 400.80| 18.00000 432.00 INSULATING LINK, WATERPROOFED | | | 0217 805-86955 14.000 EACH| 50.00000 700.00| 209.00000 2926.00| 50.00000 700.00 CABLE DUCT MARKER | | | 0218 805-90015 6.000 EACH| 25.00000 150.00| 287.00000 1722.00| 25.00000 150.00 POLE BANDS, STEEL | | | 0219 805-90734 1.000 EACH| 3000.00000 3000.00| 3960.00000 3960.00| 3000.00000 3000.00 TRAFFIC RESPONSIVE SYSTEM MASTER | | | 0220 805-90736 1.000 EACH| 380.00000 380.00| 746.00000 746.00| 380.00000 380.00 TELEPHONE MODEM | | | 0221 805-90737 1.000 EACH| 350.00000 350.00| 1567.00000 1567.00| 350.00000 350.00 TELEPHONE SERVICE | | | 0222 805-92504 33.000 EACH| 210.00000 6930.00| 249.00000 8217.00| 210.00000 6930.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0223 805-98335 4280.000 m | 12.50000 53500.00| 12.00000 51360.00| 12.50000 53500.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0224 805-98336 150.000 m | 12.50000 1875.00| 12.00000 1800.00| 12.50000 1875.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0225 807-02603 23.000 EACH| 660.00000 15180.00| 329.00000 7567.00| 660.00000 15180.00 LIGHT STANDARD, RELOCATE | | | 0226 807-04866 8.000 EACH| 225.00000 1800.00| 75.00000 600.00| 225.00000 1800.00 LUMINAIRE , UNDERPASS, REINSTALL | | | 0227 807-06476 2.000 EACH| 8200.00000 16400.00| 6857.00000 13714.00| 8200.00000 16400.00 LIGHT POLE, HIGH MAST, RELOCATE | | | 0228 807-78590 6.000 EACH| 590.00000 3540.00| 554.00000 3324.00| 590.00000 3540.00 HANDHOLE | | | 0229 807-82054 2.000 EACH| 3200.00000 6400.00| 1470.00000 2940.00| 3200.00000 6400.00 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 807-82400 1.000 EACH| 15000.00000 15000.00| 16000.00000 16000.00| 15000.00000 15000.00 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0231 807-84814 12.000 EACH| 1350.00000 16200.00| 953.00000 11436.00| 1350.00000 16200.00 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0232 807-86620 36.000 EACH| 250.00000 9000.00| 210.00000 7560.00| 250.00000 9000.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0233 807-86665 6.000 EACH| 600.00000 3600.00| 491.00000 2946.00| 600.00000 3600.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0234 807-86830 3.000 EACH| 4700.00000 14100.00| 5490.00000 16470.00| 4700.00000 14100.00 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0235 807-86910 47.000 EACH| 25.00000 1175.00| 32.00000 1504.00| 25.00000 1175.00 CONNECTOR KIT, UNFUSED | | | 0236 807-86915 54.000 EACH| 25.00000 1350.00| 33.00000 1782.00| 25.00000 1350.00 CONNECTOR KIT, FUSED | | | 0237 807-86950 59.000 EACH| 20.00000 1180.00| 47.00000 2773.00| 20.00000 1180.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0238 808-01045 72.000 m | 4.07000 293.04| 4.00000 288.00| 4.07000 293.04 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0239 808-06701 384.000 m | 2.04000 783.36| 2.10000 806.40| 2.04000 783.36 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0240 808-06703 5767.000 m | 0.64000 3690.88| 0.66000 3806.22| 0.64000 3690.88 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0241 808-06705 1106.000 m | 1.37000 1515.22| 1.40000 1548.40| 1.37000 1515.22 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0242 808-06706 173.000 m | 13.80000 2387.40| 14.00000 2422.00| 13.80000 2387.40 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0243 808-75051 2058.000 m | 3.22000 6626.76| 3.30000 6791.40| 3.22000 6626.76 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0244 808-75053 52.000 m | 8.90000 462.80| 9.00000 468.00| 8.90000 462.80 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 808-75054 1983.000 m | 3.22000 6385.26| 3.30000 6543.90| 3.22000 6385.26 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0246 808-75059 23.000 m | 3.22000 74.06| 3.30000 75.90| 3.22000 74.06 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0247 808-75067 17.000 m | 30.00000 510.00| 31.00000 527.00| 30.00000 510.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0248 808-75071 3.000 EACH| 140.50000 421.50| 144.00000 432.00| 140.50000 421.50 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0249 808-75073 3.000 EACH| 152.00000 456.00| 156.00000 468.00| 152.00000 456.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0250 808-75245 1530.000 m | 2.00000 3060.00| 2.00000 3060.00| 2.00000 3060.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0251 808-75297 56.000 m | 7.24000 405.44| 7.50000 420.00| 7.24000 405.44 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0252 808-75320 6.000 EACH| 67.50000 405.00| 69.00000 414.00| 67.50000 405.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0253 808-75325 3.000 EACH| 106.00000 318.00| 109.00000 327.00| 106.00000 318.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0254 808-75998 334.000 EACH| 25.00000 8350.00| 25.00000 8350.00| 25.00000 8350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0255 808-98796 50.000 m | 14.65000 732.50| 15.00000 750.00| 14.65000 732.50 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0256 108-01614 LUMP| 7770.00000 7770.00| 10000.00000 10000.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0257 215-06458 5067.000 m3 | 13.00000 65871.00| 13.00000 65871.00| 6.00000 30402.00 SUBGRADE, MODIFIED | | | 0258 303-52308 9828.000 Mg | 12.85000 126289.80| 10.00000 98280.00| 15.00000 147420.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0259 303-52309 4720.000 Mg | 11.02000 52014.40| 11.00000 51920.00| 10.00000 47200.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0260 601-04746 9.000 EACH| 5000.00000 45000.00| 5150.00000 46350.00| 5000.00000 45000.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 34-4272670 |PRIMCO, INC. |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0261 805-78069 1.000 EACH| 7000.00000 7000.00| 9430.00000 9430.00| 7000.00000 7000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0262 805-78109 3.000 EACH| 8500.00000 25500.00| 9770.00000 29310.00| 8500.00000 25500.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0263 601-97079 2.000 EACH| 1223.00000 2446.00| 206.00000 412.00| 1000.00000 2000.00 GRAVEL BARREL ARRAY, REMOVE | | | 0264 602-06639 300.000 m | 37.05000 11115.00| 74.00000 22200.00| 70.00000 21000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0265 801-97643 527.000 m | 27.35000 14413.45| 28.00000 14756.00| 28.90000 15230.30 TEMPORARY BUZZ STRIPS | | | 0266 702-94656 139.100 m3 | 300.00000 41730.00| 515.00000 71636.50| 280.00000 38948.00 CONCRETE, B | | | 0267 702-93722 103.300 m3 | 650.00000 67145.00| 721.00000 74479.30| 475.00000 49067.50 CONCRETE, C | | | 0268 801-01093 4.000 EACH| 1000.00000 4000.00| 2472.00000 9888.00| 2645.00000 10580.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0269 801-09133 3.000 EACH| 9515.00000 28545.00| 11000.00000 33000.00| 11240.00000 33720.00 TEMPORARY CHANGEABLE MESSAGE SIGN , | | | TEMPORARY | | | 0270 105-04655 24.000 MOS | 250.00000 6000.00| 187.00000 4488.00| 200.00000 4800.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | SECTION TOTALS | $ 7,149,183.48| $ 7,993,109.62| $ 8,723,067.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,149,183.48| $ 7,993,109.62| $ 8,723,067.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-01925 24.000 MOS | 2057.61000 49382.64| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 190947.09000 190947.09| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 446612.82000 446612.82| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 267967.69000 267967.69| | CLEARING RIGHT OF WAY | | | 0005 202-02240 10840.000 m2 | 8.72000 94524.80| | PAVEMENT, REMOVE | | | 0006 202-02241 2381.000 m | 6.02000 14333.62| | GUARDRAIL, REMOVE | | | 0007 202-02271 5.000 EACH| 183.60000 918.00| | HEADWALL, REMOVE | | | 0008 202-02272 247.000 m | 11.22000 2771.34| | PAVED SIDE DITCH, REMOVE | | | 0009 202-02274 13.000 m | 32.64000 424.32| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-02278 12.000 m | 21.42000 257.04| | CURB, CONCRETE, REMOVE | | | 0011 202-03783 2.000 EACH| 315.06000 630.12| | SIGN, PANEL, REMOVE | | | 0012 202-51328 LUMP| 444687.25000 444687.25| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-51368 586.000 m2 | 35.70000 20920.20| | SLOPEWALL, REMOVE | | | 0014 202-60820 11402.000 m2 | 4.47000 50966.94| | SURFACE MILLING, ASPHALT | | | 0015 202-62420 235.000 m | 45.90000 10786.50| | BRIDGE RAILING, REMOVE | | | 0016 202-74025 2991.000 m | 2.96000 8853.36| | FENCE, REMOVE | | | 0017 202-74040 7.000 EACH| 381.36000 2669.52| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0018 202-74045 45.000 EACH| 75.61000 3402.45| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0019 202-74055 3.000 EACH| 2451.36000 7354.08| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 202-74095 4.000 EACH| 315.06000 1260.24| | BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0021 202-78515 LUMP| 8065.54000 8065.54| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0022 202-82067 2.000 EACH| 252.05000 504.10| | SIGN CIRCUITRY, BRIDGE BRACKET, REMOVE | | | 0023 202-91385 23.000 EACH| 408.00000 9384.00| | INLET, REMOVE | | | 0024 202-93974 1.000 EACH| 1749.84000 1749.84| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0025 202-94749 12.000 m | 21.42000 257.04| | CURB, ASPHALT, REMOVE | | | 0026 202-94793 13.000 m | 208.08000 2705.04| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0027 202-94810 1.000 EACH| 122.40000 122.40| | CURB TURNOUT, REMOVE | | | 0028 202-95028 1.000 EACH| 183.60000 183.60| | CURB TURNOUT, CONCRETE, REMOVE | | | 0029 202-96133 46.000 m | 51.00000 2346.00| | PIPE, REMOVE | | | 0030 202-96391 1.000 EACH| 588.24000 588.24| | MAST ARM, REMOVE AND RELOCATE ON NEW | | | STRAIN POLE | | | 0031 202-96479 539.000 EACH| 8.16000 4398.24| | BOLT, REMOVE | | | 0032 202-96718 20.000 EACH| 20.40000 408.00| | POST, GUARD RAIL, REMOVE | | | 0033 203-02000 107359.000 m3 | 9.18000 985555.62| | EXCAVATION, COMMON | | | 0035 205-02224 135.000 m | 5.87000 792.45| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0036 205-02231 1110.000 m | 17.34000 19247.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0037 205-02232 186.500 m3 | 26.52000 4945.98| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0038 205-02234 13.000 EACH| 45.90000 596.70| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 205-02236 17.000 EACH| 56.10000 953.70| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0040 205-02237 4.000 EACH| 56.10000 224.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0041 208-51500 LUMP| 3570.00000 3570.00| | RESHAPE SPILL SLOPES | | | 0042 211-02060 986.000 m3 | 17.34000 17097.24| | B BORROW FOR STRUCTURE BACKFILL | | | 0043 213-52830 102.250 m3 | 102.00000 10429.50| | FLOWABLE MORTAR | | | 0046 303-98541 717.000 Mg | 8.16000 5850.72| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0047 304-04403 7362.000 m3 | 38.76000 285351.12| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0048 305-05206 2500.000 Mg | 41.80000 104500.00| | WIDENING WITH HMA | | | 0049 401-05455 5637.000 Mg | 30.70000 173055.90| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0050 401-05456 2553.000 Mg | 37.85000 96631.05| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0051 405-05517 3.400 Mg | 413.00000 1404.20| | ASPHALT FOR PRIME COAT | | | 0052 406-05520 17.950 Mg | 168.00000 3015.60| | ASPHALT FOR TACK COAT | | | 0053 501-03489 2810.000 EACH| 8.00000 22480.00| | TIE BAR, RETROFIT | | | 0054 501-05092 823.700 m2 | 73.44000 60492.53| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 300 mm | | | 0055 501-05180 23207.000 m2 | 36.98000 858194.86| | CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0056 501-05181 17691.000 m2 | 35.54000 628738.14| | CEMENT CONCRETE PAVEMENT, PLAIN, 275 mm | | | 0057 501-05240 7436.000 m | 21.97000 163368.92| | CONTRACTION JOINT, D1 | | | 0058 601-01522 4.000 EACH| 1198.50000 4794.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-05999 1.000 EACH| 35.70000 35.70| | CURVED TERMINAL END | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 601-06035 15.000 m | 30.60000 459.00| | GUARDRAIL, RESET | | | 0061 601-06767 4.000 EACH| 19431.00000 77724.00| | ENERGY ABSORBING TERMINAL, B, 4 BAY | | | 0062 601-06777 2.000 EACH| 7038.00000 14076.00| | GRAVEL BARREL ARRAY | | | 0063 601-94689 5.000 EACH| 3238.50000 16192.50| | GUARDRAIL END TREATMENT, OS | | | 0064 601-94690 2.000 EACH| 3238.50000 6477.00| | GUARDRAIL END TREATMENT, MS | | | 0065 601-99105 279.930 m | 31.62000 8851.39| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0066 601-99108 76.200 m | 52.02000 3963.92| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0067 601-99132 2.000 EACH| 76.50000 153.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0068 602-06032 285.000 m | 124.67000 35530.95| | BARRIER, MEDIAN, CONCRETE | | | 0069 602-06646 2314.000 m | 62.00000 143468.00| | TEMPORARY CONCRETE BARRIER | | | 0070 602-06729 92.000 EACH| 6.12000 563.04| | BARRIER DELINEATOR | | | 0071 603-06045 2854.000 m | 19.47000 55567.38| | FENCE, CHAIN LINK, 1220 mm | | | 0072 605-06120 86.000 m | 64.10000 5512.60| | CURB, CONCRETE | | | 0073 605-06140 286.000 m | 61.00000 17446.00| | CURB AND GUTTER, CONCRETE | | | 0074 605-06215 126.000 m | 220.00000 27720.00| | CENTER CURB, D, CONCRETE | | | 0075 607-06335 1351.000 m | 29.25000 39516.75| | PAVED SIDE DITCH, A | | | 0076 610-05527 956.000 Mg | 31.90000 30496.40| | HMA FOR APPROACHES | | | 0077 611-05330 126.000 m2 | 46.60000 5871.60| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0079 615-06490 33.000 EACH| 112.20000 3702.60| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 615-06505 2.000 EACH| 336.60000 673.20| | MONUMENT, B | | | 0081 615-06510 1.000 EACH| 224.40000 224.40| | MONUMENT, C | | | 0082 616-02320 214.500 m2 | 4.56000 978.12| | GEOTEXTILES | | | 0083 616-06405 127.750 Mg | 25.42000 3247.41| | RIPRAP, REVETMENT | | | 0084 621-01004 3.000 EACH| 816.00000 2448.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 621-06545 12.000 Mg | 474.30000 5691.60| | FERTILIZER | | | 0086 621-06553 2473.000 kg | 6.32000 15629.36| | SEED MIXTURE, R | | | 0087 621-06557 2864.000 kg | 13.36000 38263.04| | SEED MIXTURE, T | | | 0088 621-06565 59.000 Mg | 360.06000 21243.54| | MULCHING MATERIAL | | | 0089 621-06567 364.000 kL | 1.02000 371.28| | WATER | | | 0090 621-06575 16091.000 m2 | 2.88000 46342.08| | SODDING, NURSERY | | | 0091 701-98647 78.600 m | 153.00000 12025.80| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0092 702-44240 5.000 m3 | 586.50000 2932.50| | CONCRETE, A, STRUCTURES | | | 0093 702-51005 258.300 m3 | 459.00000 118559.70| | CONCRETE, A, SUBSTRUCTURE | | | 0094 702-51015 68.200 m3 | 459.00000 31303.80| | CONCRETE, B, FOOTINGS | | | 0095 702-51863 160.000 EACH| 15.30000 2448.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0096 702-52376 31.300 m3 | 510.00000 15963.00| | CONCRETE, C, STRUCTURES | | | 0097 703-51030 40302.000 kg | 1.28000 51586.56| | REINFORCING STEEL | | | 0098 703-51032 103214.000 kg | 1.38000 142435.32| | REINFORCING STEEL, EPOXY COATED | | | 0099 703-90512 428.000 EACH| 22.44000 9604.32| | THREADED BAR SPLICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 703-97703 92.000 EACH| 12.24000 1126.08| | THREADED BAR SPLICE, EPOXY COATED | | | 0101 704-51002 549.500 m3 | 510.00000 280245.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0102 706-05732 8.000 EACH| 1428.00000 11424.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0103 706-51020 61.800 m3 | 510.00000 31518.00| | CONCRETE, C, RAILING | | | 0104 707-90219 88.000 EACH| 1122.00000 98736.00| | ELASTOMERIC BEARING | | | 0105 709-51821 LUMP| 21807.60000 21807.60| | SURFACE SEAL | | | 0106 710-51864 1661.000 EACH| 20.40000 33884.40| | FIELD DRILLED HOLE | | | 0107 710-51870 5.000 m2 | 306.00000 1530.00| | REPOINTING MASONRY IN STRUCTURES | | | 0108 711-51038 LUMP| 428400.00000 428400.00| | STRUCTURAL STEEL | | | 0109 711-51877 LUMP| 48960.00000 48960.00| | JACKING AND SUPPORTING BEAMS | | | 0110 711-90114 LUMP| 28560.00000 28560.00| | SUPPORTING SUPERSTRUCTURE | | | 0111 711-96242 12.000 EACH| 1428.00000 17136.00| | DIAPHRAGM, RESET | | | 0112 714-94664 5.000 m | 2754.00000 13770.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0113 715-05019 71.000 m | 189.72000 13470.12| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0114 715-05022 33.000 m | 238.68000 7876.44| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0115 715-05048 7564.000 m | 7.80000 58999.20| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0116 715-05049 100.000 m | 16.32000 1632.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0117 715-05053 891.000 m | 20.40000 18176.40| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0118 715-05054 13.000 m | 26.52000 344.76| | PIPE, UNDERDRAIN OUTLET, 200 mm | | | 0119 715-05118 54.000 m | 86.70000 4681.80| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 715-05119 6.000 m | 127.50000 765.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0121 715-05121 63.000 m | 149.94000 9446.22| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0122 715-05149 14.000 m | 96.90000 1356.60| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0123 715-05187 21.000 m | 367.20000 7711.20| | PIPE, TYPE 3, CIRCULAR, 1350 mm | | | 0124 715-05217 110.000 m | 90.78000 9985.80| | PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0125 715-05229 23.000 m | 204.00000 4692.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0126 715-05245 42.000 m | 440.64000 18506.88| | PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0127 715-05596 34.000 m | 127.50000 4335.00| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0128 715-05597 9.000 m | 168.30000 1514.70| | PIPE EXTENSION, CIRCULAR, 600 mm | | | 0129 715-05757 30.000 m | 211.14000 6334.20| | PIPE EXTENSION, CIRCULAR, 900 mm | | | 0130 715-05789 120.000 m | 128.52000 15422.40| | PIPE, EXTENSION, CIRCULAR, 300 mm | | | 0131 715-46000 13.000 EACH| 186.66000 2426.58| | PIPE END SECTION, 300 mm | | | 0132 715-46010 4.000 EACH| 240.72000 962.88| | PIPE END SECTION, 450 mm | | | 0133 715-46040 5.000 EACH| 489.60000 2448.00| | PIPE END SECTION, 900 mm | | | 0134 715-46055 2.000 EACH| 252.96000 505.92| | PIPE END SECTION, MIN. AREA .17 m2 | | | 0135 716-94652 22.000 m | 969.00000 21318.00| | PIPE, JACKED, REINFORCED CONCRETE, 300 | | | mm | | | 0136 718-04880 78.000 EACH| 510.00000 39780.00| | OUTLET PROTECTOR, A | | | 0137 718-52610 1459.000 m3 | 27.54000 40180.86| | AGGREGATE FOR UNDERDRAINS | | | 0138 718-99153 2200.000 m2 | 1.02000 2244.00| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 720-44000 5.000 EACH| 234.60000 1173.00| | CASTING, ADJUST TO GRADE | | | 0140 720-44015 1.000 EACH| 626.28000 626.28| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0141 720-45015 2.000 EACH| 1326.00000 2652.00| | INLET, A8 | | | 0142 720-45041 1.000 EACH| 2346.00000 2346.00| | INLET, H5 | | | 0143 720-45069 9.000 EACH| 2856.00000 25704.00| | INLET, P12 | | | 0144 720-45075 3.000 EACH| 1530.00000 4590.00| | INLET, R13 | | | 0145 720-90129 1.000 EACH| 2754.00000 2754.00| | MANHOLE, J2 | | | 0146 720-91973 1.000 EACH| 2754.00000 2754.00| | MANHOLE, H4 | | | 0147 720-94906 1.000 EACH| 1530.00000 1530.00| | INLET, X5 | | | 0148 724-03276 85.000 m | 306.00000 26010.00| | EXPANSION JOINT SEALING SYSTEM | | | 0149 730-26772 1.000 EACH| 4692.00000 4692.00| | GRATED BOX END SECTION, I, 6:1, 600 mm | | | 0150 730-97691 1.000 EACH| 4182.00000 4182.00| | GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0151 730-97834 2.000 EACH| 2244.00000 4488.00| | GRATED BOX END SECTION, II, 4:1, 450 mm | | | 0152 730-97836 1.000 EACH| 2244.00000 2244.00| | GRATED BOX END SECTION, II, 4:1, 375 mm | | | 0153 801-06203 750.000 m | 1.67000 1252.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0154 801-06207 18000.000 m | 3.32000 59760.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0155 801-06605 9.000 EACH| 210.12000 1891.08| | BARRICADE, IIIA | | | 0156 801-06606 3.000 EACH| 275.40000 826.20| | BARRICADE, IIIB | | | 0157 801-06640 41.000 EACH| 229.50000 9409.50| | CONSTRUCTION SIGN, A | | | 0158 801-06710 840.000 DAY | 14.28000 11995.20| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 801-06775 LUMP| 175501.49000 175501.49| | MAINTAINING TRAFFIC | | | 0160 802-02293 45.640 m3 | 661.17000 30175.80| | CONCRETE, SIGN FOUNDATION | | | 0161 802-02475 7.000 EACH| 354.33000 2480.31| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0162 802-05701 82.600 m | 24.40000 2015.44| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0163 802-05702 141.000 m | 24.16000 3406.56| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0164 802-05704 4.300 m | 42.90000 184.47| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0165 802-05705 19.000 m | 20.29000 385.51| | SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0166 802-76015 106.570 m2 | 169.09000 18019.92| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0167 802-76025 9.290 m2 | 166.76000 1549.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0168 802-76035 37.740 m2 | 122.51000 4623.53| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0169 802-76045 4.860 m2 | 170.69000 829.55| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0170 802-76050 6.000 EACH| 235.38000 1412.28| | MILEPOST | | | 0171 802-76095 3941.020 kg | 4.16000 16394.64| | STRUCTURAL STEEL, BREAKAWAY | | | 0172 802-96800 3888.000 EACH| 14.28000 55520.64| | SHEAR STUD CONNECTOR | | | 0173 803-01057 4.000 EACH| 4846.56000 19386.24| | END BENT FOR OVERHEAD SIGN STRUCTURE | | | (BOX TRUSS) | | | 0174 803-02310 1568.200 kg | 1.74000 2728.67| | REINFORCING STEEL, SIGN FOUNDATION | | | 0175 803-03811 2.000 EACH| 2940.96000 5881.92| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 803-76160 2.000 EACH| 382.38000 764.76| | BRIDGE BRACKET ASSEMBLY , RESET | | | 0177 803-91084 6.000 EACH| 326.28000 1957.68| | OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0178 803-99392 1.000 EACH| 2548.26000 2548.26| | OVERHEAD SIGN STRUCTURE, RESET, | | | CANTILEVER DOUBLE ARM | | | 0179 804-06725 132.000 EACH| 18.05000 2382.60| | DELINEATOR WITH POST, D1, 75 mm | | | 0180 804-06740 81.000 EACH| 18.05000 1462.05| | DELINEATOR WITH POST, D2 | | | 0181 804-06770 4.000 EACH| 18.05000 72.20| | DELINEATOR POST | | | 0182 805-01815 6.000 EACH| 1695.22000 10171.32| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0183 805-01842 16.000 EACH| 549.38000 8790.08| | HANDHOLE, SIGNAL | | | 0184 805-01843 3.000 EACH| 602.47000 1807.41| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0185 805-02087 LUMP| 2520.48000 2520.48| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0187 805-02373 1798.000 m | 9.31000 16739.38| | INTERCONNECT CABLE, FIBER OPTIC | | | 0192 805-06592 1617.000 m | 30.60000 49480.20| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0193 805-78069 1.000 EACH| 8777.64000 8777.64| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0194 805-78205 14.000 EACH| 382.70000 5357.80| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0195 805-78215 5.000 EACH| 382.70000 1913.50| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0196 805-78230 1.000 EACH| 623.85000 623.85| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0197 805-78415 6.000 EACH| 1471.62000 8829.72| | SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0198 805-78420 7.000 EACH| 196.53000 1375.71| | DISCONNECT HANGER | | | 0199 805-78445 1.000 EACH| 476.45000 476.45| | SIGNAL SERVICE | | | 0200 805-78467 283.000 m | 6.63000 1876.29| | SIGNAL CABLE, 3C 8GA. | | | 0201 805-78470 1586.000 m | 3.04000 4821.44| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0202 805-78485 278.000 m | 3.77000 1048.06| | SIGNAL CABLE, 5C 14GA. | | | 0203 805-78490 446.000 m | 4.00000 1784.00| | SIGNAL CABLE, 7C 14GA. | | | 0204 805-78510 2866.000 m | 3.21000 9199.86| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0205 805-78785 13.000 EACH| 409.13000 5318.69| | SIGNAL DETECTOR HOUSING | | | 0206 805-78795 535.000 m | 26.90000 14391.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0207 805-78930 1.000 EACH| 557.76000 557.76| | CONTROLLER CABINET FOUNDATION, M | | | 0208 805-81032 1.000 EACH| 2327.75000 2327.75| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0209 805-81060 5.000 EACH| 2776.55000 13882.75| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0210 805-86810 1.000 EACH| 3421.29000 3421.29| | SERVICE POINT, II | | | 0211 805-86820 36.000 EACH| 594.18000 21390.48| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0212 805-86889 1338.000 m | 1.28000 1712.64| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0213 805-86920 143.000 EACH| 7.40000 1058.20| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0214 805-86925 24.000 EACH| 17.66000 423.84| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0215 805-86930 89.000 EACH| 6.45000 574.05| | INSULATING LINK, NOT WATERPROOFED | | | 0216 805-86935 24.000 EACH| 16.53000 396.72| | INSULATING LINK, WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0217 805-86955 14.000 EACH| 207.33000 2902.62| | CABLE DUCT MARKER | | | 0218 805-90015 6.000 EACH| 284.41000 1706.46| | POLE BANDS, STEEL | | | 0219 805-90734 1.000 EACH| 3925.39000 3925.39| | TRAFFIC RESPONSIVE SYSTEM MASTER | | | 0220 805-90736 1.000 EACH| 739.71000 739.71| | TELEPHONE MODEM | | | 0221 805-90737 1.000 EACH| 1552.12000 1552.12| | TELEPHONE SERVICE | | | 0222 805-92504 33.000 EACH| 246.76000 8143.08| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0223 805-98335 4280.000 m | 11.95000 51146.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0224 805-98336 150.000 m | 12.33000 1849.50| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0225 807-02603 23.000 EACH| 326.28000 7504.44| | LIGHT STANDARD, RELOCATE | | | 0226 807-04866 8.000 EACH| 74.24000 593.92| | LUMINAIRE , UNDERPASS, REINSTALL | | | 0227 807-06476 2.000 EACH| 6790.80000 13581.60| | LIGHT POLE, HIGH MAST, RELOCATE | | | 0228 807-78590 6.000 EACH| 549.38000 3296.28| | HANDHOLE | | | 0229 807-82054 2.000 EACH| 1456.59000 2913.18| | UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0230 807-82400 1.000 EACH| 15941.40000 15941.40| | LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0231 807-84814 12.000 EACH| 944.48000 11333.76| | LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0232 807-86620 36.000 EACH| 208.88000 7519.68| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0233 807-86665 6.000 EACH| 486.26000 2917.56| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0234 807-86830 3.000 EACH| 5437.68000 16313.04| | CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 807-86910 47.000 EACH| 31.68000 1488.96| | CONNECTOR KIT, UNFUSED | | | 0236 807-86915 54.000 EACH| 32.80000 1771.20| | CONNECTOR KIT, FUSED | | | 0237 807-86950 59.000 EACH| 46.79000 2760.61| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0238 808-01045 72.000 m | 4.15000 298.80| | LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0239 808-06701 384.000 m | 2.08000 798.72| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0240 808-06703 5767.000 m | 0.65000 3748.55| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0241 808-06705 1106.000 m | 1.40000 1548.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0242 808-06706 173.000 m | 14.08000 2435.84| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0243 808-75051 2058.000 m | 3.28000 6750.24| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0244 808-75053 52.000 m | 9.08000 472.16| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0245 808-75054 1983.000 m | 3.28000 6504.24| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0246 808-75059 23.000 m | 3.28000 75.44| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0247 808-75067 17.000 m | 30.60000 520.20| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0248 808-75071 3.000 EACH| 143.31000 429.93| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0249 808-75073 3.000 EACH| 155.04000 465.12| | PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 808-75245 1530.000 m | 2.04000 3121.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0251 808-75297 56.000 m | 7.38000 413.28| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0252 808-75320 6.000 EACH| 68.85000 413.10| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0253 808-75325 3.000 EACH| 108.12000 324.36| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0254 808-75998 334.000 EACH| 25.50000 8517.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0255 808-98796 50.000 m | 14.94000 747.00| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0256 108-01614 LUMP| 12536.65000 12536.65| | PARTNERING OVERHEAD | | | 0257 215-06458 5067.000 m3 | 13.26000 67188.42| | SUBGRADE, MODIFIED | | | 0258 303-52308 9828.000 Mg | 11.22000 110270.16| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0259 303-52309 4720.000 Mg | 10.20000 48144.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0260 601-04746 9.000 EACH| 5100.00000 45900.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0261 805-78069 1.000 EACH| 9338.64000 9338.64| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0262 805-78109 3.000 EACH| 9675.24000 29025.72| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0263 601-97079 2.000 EACH| 204.00000 408.00| | GRAVEL BARREL ARRAY, REMOVE | | | 0264 602-06639 300.000 m | 125.00000 37500.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0265 801-97643 527.000 m | 27.90000 14703.30| | TEMPORARY BUZZ STRIPS | | | 0266 702-94656 139.100 m3 | 510.00000 70941.00| | CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 150 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,598,921.39 ROUTE : I-69 CALL ORDER : 150 CONTRACT ID : R -23889-A COUNTIES : ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0267 702-93722 103.300 m3 | 714.00000 73756.20| | CONCRETE, C | | | 0268 801-01093 4.000 EACH| 2448.00000 9792.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0269 801-09133 3.000 EACH| 11464.80000 34394.40| | TEMPORARY CHANGEABLE MESSAGE SIGN , | | | TEMPORARY | | | 0270 105-04655 24.000 MOS | 736.32000 17671.68| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | SECTION TOTALS | $ 8,929,851.59| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,929,851.59| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 154 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,161.91 ROUTE : SR 42 CALL ORDER : 154 CONTRACT ID : R -23911-B COUNTIES : CLAY VIGO LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5011(006) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0734255 WABASH VALLEY ASPHALT COMPANY, INC. $ 363,888.65 100.0000% ==================================================================================================================================== |(1) 35-0734255 | | |WABASH VALLEY ASPHALT COMPAN| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 1050.00000 12600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 17008.82000 17008.82| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18100.00000 18100.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7044.28000 7044.28| | CLEARING RIGHT OF WAY | | | 0006 202-60820 1142.000 m2 | 5.08000 5801.36| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 3577.000 m3 | 20.81000 74437.37| | EXCAVATION, COMMON | | | 0008 205-02229 52.000 m | 12.65000 657.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 5.000 EACH| 44.00000 220.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02236 1.000 EACH| 99.00000 99.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 211-02060 50.600 m3 | 69.06000 3494.44| | B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52309 956.000 Mg | 21.29000 20353.24| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 303-60200 0.313 Mg | 4862.33000 1521.91| | CALCIUM CHLORIDE FOR COMPACTED AGGREGATE| | | 0014 303-98541 348.000 Mg | 23.39000 8139.72| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0015 401-06264 LUMP| 972.80000 972.80| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 154 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,161.91 ROUTE : SR 42 CALL ORDER : 154 CONTRACT ID : R -23911-B COUNTIES : CLAY VIGO LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0734255 | | |WABASH VALLEY ASPHALT COMPAN| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-05468 870.000 Mg | 38.69000 33660.30| | HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05470 478.000 Mg | 36.77000 17576.06| | HMA BASE C25.0 mm, MAINLINE | | | 0018 402-05473 32.000 Mg | 78.18000 2501.76| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0019 402-05474 616.000 Mg | 38.01000 23414.16| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 300.000 Mg | 47.50000 14250.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0021 404-05511 765.000 m2 | 3.04000 2325.60| | SEAL COAT, 2 | | | 0022 404-05514 143.000 m2 | 12.62000 1804.66| | SEAL COAT, 5 | | | 0023 405-05517 2.300 Mg | 511.97000 1177.53| | ASPHALT FOR PRIME COAT | | | 0024 406-05520 4.600 Mg | 168.00000 772.80| | ASPHALT FOR TACK COAT | | | 0025 610-05527 237.120 Mg | 71.45000 16942.22| | HMA FOR APPROACHES | | | 0026 611-06498 1.000 EACH| 302.50000 302.50| | MAILBOX ASSEMBLY, DOUBLE | | | 0027 615-06490 37.000 EACH| 116.60000 4314.20| | RIGHT OF WAY MARKER | | | 0028 615-06505 2.000 EACH| 379.50000 759.00| | MONUMENT, B | | | 0029 615-06527 2.000 EACH| 363.00000 726.00| | MONUMENT, SECTION CORNER | | | 0030 621-01004 2.000 EACH| 660.00000 1320.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 1.000 Mg | 686.40000 686.40| | FERTILIZER | | | 0032 621-06553 129.100 kg | 9.22000 1190.30| | SEED MIXTURE, R | | | 0033 621-06565 3.000 Mg | 529.10000 1587.30| | MULCHING MATERIAL | | | 0034 621-06567 23.000 kL | 1.00000 23.00| | WATER | | | 0035 621-06574 659.000 m2 | 3.63000 2392.17| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 154 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,161.91 ROUTE : SR 42 CALL ORDER : 154 CONTRACT ID : R -23911-B COUNTIES : CLAY VIGO LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0734255 | | |WABASH VALLEY ASPHALT COMPAN| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06575 362.000 m2 | 3.63000 1314.06| | SODDING, NURSERY | | | 0037 621-52448 18.000 EACH| 22.00000 396.00| | SIGN, DO NOT SPRAY | | | 0038 715-05048 502.400 m | 11.77000 5913.25| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0039 715-05053 24.600 m | 67.10000 1650.66| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0040 715-05125 15.200 m | 172.42000 2620.78| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0041 715-05169 64.500 m | 89.92000 5799.84| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05229 22.900 m | 194.25000 4448.32| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0043 715-05234 13.400 m | 306.09000 4101.61| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.38 | | | m2 | | | 0044 715-46005 4.000 EACH| 308.24000 1232.96| | PIPE END SECTION, 375 mm | | | 0045 715-46030 2.000 EACH| 654.35000 1308.70| | PIPE END SECTION, 750 mm | | | 0046 715-46055 2.000 EACH| 326.72000 653.44| | PIPE END SECTION, MIN. AREA .17 m2 | | | 0047 715-46070 2.000 EACH| 557.56000 1115.12| | PIPE END SECTION, 750 mm X 475 mm | | | 0048 718-04881 6.000 EACH| 330.00000 1980.00| | OUTLET PROTECTOR, B | | | 0049 718-52610 106.000 m3 | 38.78000 4110.68| | AGGREGATE FOR UNDERDRAINS | | | 0050 718-99153 997.000 m2 | 1.98000 1974.06| | GEOTEXTILES FOR UNDERDRAIN | | | 0051 720-45075 1.000 EACH| 1810.12000 1810.12| | INLET, R13 | | | 0052 801-04308 6.000 EACH| 110.00000 660.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06605 6.000 EACH| 88.00000 528.00| | BARRICADE, IIIA | | | 0054 801-06606 4.000 EACH| 99.00000 396.00| | BARRICADE, IIIB | | | 0055 801-06625 21.000 EACH| 93.50000 1963.50| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 154 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,161.91 ROUTE : SR 42 CALL ORDER : 154 CONTRACT ID : R -23911-B COUNTIES : CLAY VIGO LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0734255 | | |WABASH VALLEY ASPHALT COMPAN| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06640 28.000 EACH| 99.00000 2772.00| | CONSTRUCTION SIGN, A | | | 0057 801-06645 12.000 EACH| 33.00000 396.00| | CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 13522.64000 13522.64| | MAINTAINING TRAFFIC | | | 0059 802-76025 1.125 m2 | 258.50000 290.81| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0060 802-76065 5.200 m | 34.10000 177.32| | SIGN POST, B | | | 0061 804-06770 6.000 EACH| 19.80000 118.80| | DELINEATOR POST | | | 0062 808-06703 960.000 m | 1.65000 1584.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0063 808-75240 120.000 m | 1.76000 211.20| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0064 808-75996 16.000 EACH| 25.13000 402.08| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 40.000 EACH| 38.50000 1540.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 202-96133 40.000 m | 18.00000 720.00| | PIPE, REMOVE | | | SECTION TOTALS | $ 363,888.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 363,888.65| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 140 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0884011 0884011 0884011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION COMPANY, INC. $ 1,392,700.78 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTUCTION COMPANY $ 1,438,595.24 103.2953% 3 35-1139301 E & B PAVING, INC. $ 1,474,597.50 105.8804% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,517,980.71 108.9954% 5 35-1523985 WIRTZ & YATES, INC. $ 1,572,343.64 112.8988% 6 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,581,632.43 113.5658% 7 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,609,299.93 115.5524% 8 35-1128289 BEATY CONSTRUCTION, INC. $ 1,658,407.41 119.0785% 9 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,729,490.69 124.1825% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1364963 |(3) 35-1139301 |ISOM, JACK CONSTRUCTION COMP|ERBER & MILLIGAN CONSTUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE ASPHALT | | | 0001 105-06790 12.000 MOS | 1500.00000 18000.00| 1000.00000 12000.00| 2000.00000 24000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 27500.00000 27500.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 80000.00000 80000.00| 70000.00000 70000.00| 73000.00000 73000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 18500.00000 18500.00| 22000.00000 22000.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 144.800 m | 11.00000 1592.80| 12.00000 1737.60| 6.90000 999.12 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| 31740.00000 31740.00 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 1 | | | 0008 202-51330 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| 30710.00000 30710.00 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 2 | | | 0009 202-60820 201.600 m2 | 9.75000 1965.60| 10.00000 2016.00| 7.55000 1522.08 SURFACE MILLING, ASPHALT | | | 0010 202-96133 49.300 m | 10.00000 493.00| 50.00000 2465.00| 46.00000 2267.80 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1364963 |(3) 35-1139301 |ISOM, JACK CONSTRUCTION COMP|ERBER & MILLIGAN CONSTUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 203-02000 8823.000 m3 | 9.20000 81171.60| 7.00000 61761.00| 6.70000 59114.10 EXCAVATION, COMMON | | | 0012 203-02070 3185.000 m3 | 13.25000 42201.25| 10.00000 31850.00| 9.72000 30958.20 BORROW | | | 0013 203-51223 205.000 m3 | 13.00000 2665.00| 21.00000 4305.00| 12.00000 2460.00 EXCAVATION, WATERWAY | | | 0014 205-02224 2018.000 m | 6.25000 12612.50| 5.50000 11099.00| 5.10000 10291.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 131.700 m | 11.00000 1448.70| 8.50000 1119.45| 7.85000 1033.85 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02231 102.060 m | 12.50000 1275.75| 72.50000 7399.35| 68.00000 6940.08 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02232 31.000 m3 | 30.00000 930.00| 77.00000 2387.00| 73.00000 2263.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0018 206-51230 152.000 m3 | 15.00000 2280.00| 30.00000 4560.00| 20.00000 3040.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 211-02060 7.920 m3 | 32.00000 253.44| 50.00000 396.00| 49.00000 388.08 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 47.200 m3 | 170.00000 8024.00| 150.00000 7080.00| 130.00000 6136.00 FLOWABLE MORTAR | | | 0021 303-52308 4665.420 Mg | 17.00000 79312.14| 15.50000 72314.01| 14.50000 67648.59 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05468 3478.200 Mg | 32.00000 111302.40| 32.50000 113041.50| 32.00000 111302.40 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 5605.400 Mg | 33.50000 187780.90| 33.00000 184978.20| 29.90000 167601.46 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 568.200 Mg | 51.00000 28978.20| 37.50000 21307.50| 45.00000 25569.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 844.830 Mg | 34.00000 28724.22| 34.50000 29146.64| 38.00000 32103.54 HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 3129.000 m2 | 2.10000 6570.90| 2.50000 7822.50| 1.75000 5475.75 SEAL COAT, 2 | | | 0027 405-05518 7246.250 m2 | 0.65000 4710.06| 1.80000 13043.25| 0.60000 4347.75 ASPHALT FOR PRIME COAT | | | 0028 406-05521 20841.250 m2 | 0.20000 4168.25| 0.40000 8336.50| 0.10000 2084.13 ASPHALT FOR TACK COAT | | | 0029 601-01522 8.000 EACH| 1250.00000 10000.00| 1200.00000 9600.00| 1045.00000 8360.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1364963 |(3) 35-1139301 |ISOM, JACK CONSTRUCTION COMP|ERBER & MILLIGAN CONSTUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-01700 3.000 EACH| 1750.00000 5250.00| 1550.00000 4650.00| 1430.00000 4290.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-06037 5.000 EACH| 715.00000 3575.00| 575.00000 2875.00| 512.00000 2560.00 GUARDRAIL END TREATMENT, I | | | 0032 601-99105 289.560 m | 35.00000 10134.60| 34.00000 9845.04| 31.40000 9092.18 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 18.000 EACH| 10.00000 180.00| 8.00000 144.00| 7.00000 126.00 BARRIER DELINEATOR | | | 0034 610-05527 95.000 Mg | 77.00000 7315.00| 65.00000 6175.00| 75.00000 7125.00 HMA FOR APPROACHES | | | 0035 611-04923 57.100 m2 | 50.25000 2869.27| 57.50000 3283.25| 71.25000 4068.38 CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0036 611-06497 5.000 EACH| 125.00000 625.00| 175.00000 875.00| 99.00000 495.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 30.000 EACH| 110.00000 3300.00| 110.00000 3300.00| 89.00000 2670.00 RIGHT OF WAY MARKER | | | 0038 616-02320 3358.000 m2 | 3.60000 12088.80| 2.50000 8395.00| 2.05000 6883.90 GEOTEXTILES | | | 0039 616-06405 2743.000 Mg | 19.00000 52117.00| 25.00000 68575.00| 22.00000 60346.00 RIPRAP, REVETMENT | | | 0040 621-01004 1.000 EACH| 800.00000 800.00| 500.00000 500.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01882 13.500 kg | 9.00000 121.50| 42.50000 573.75| 39.00000 526.50 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0042 621-06545 1.290 Mg | 550.00000 709.50| 640.00000 825.60| 607.00000 783.03 FERTILIZER | | | 0043 621-06548 38.500 kg | 40.00000 1540.00| 44.00000 1694.00| 40.00000 1540.00 SEED MIXTURE, CV | | | 0044 621-06553 266.000 kg | 5.00000 1330.00| 8.50000 2261.00| 8.15000 2167.90 SEED MIXTURE, R | | | 0045 621-06565 6.980 Mg | 575.00000 4013.50| 500.00000 3490.00| 468.00000 3266.64 MULCHING MATERIAL | | | 0046 621-06567 0.020 kL | 1.00000 0.02| 101.00000 2.02| 1.00000 0.02 WATER | | | 0047 621-06574 1056.000 m2 | 4.75000 5016.00| 4.00000 4224.00| 3.55000 3748.80 SODDING | | | 0048 622-52436 7.000 EACH| 30.00000 210.00| 26.00000 182.00| 20.00000 140.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1364963 |(3) 35-1139301 |ISOM, JACK CONSTRUCTION COMP|ERBER & MILLIGAN CONSTUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 622-91786 150.000 EACH| 15.00000 2250.00| 11.00000 1650.00| 10.00000 1500.00 SEEDLING | | | 0050 701-01840 115.000 m | 135.00000 15525.00| 165.00000 18975.00| 260.00000 29900.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0051 701-03753 696.000 m | 88.00000 61248.00| 100.00000 69600.00| 90.00000 62640.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0052 701-90976 20764.000 kg | 1.05000 21802.20| 1.30000 26993.20| 1.10000 22840.40 REINFORCING STEEL, GRADE 60 | | | 0053 703-96177 23172.000 kg | 1.20000 27806.40| 1.40000 32440.80| 1.43000 33135.96 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0054 704-51002 342.000 m3 | 415.00000 141930.00| 425.00000 145350.00| 480.00000 164160.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 8.000 EACH| 1000.00000 8000.00| 1100.00000 8800.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 23.600 m3 | 460.00000 10856.00| 460.00000 10856.00| 360.00000 8496.00 CONCRETE, C, RAILING | | | 0057 709-51821 LUMP| 2400.00000 2400.00| 3000.00000 3000.00| 2426.00000 2426.00 SURFACE SEAL , STRUCTURE NO. 1 | | | 0058 709-51821 LUMP| 2400.00000 2400.00| 3000.00000 3000.00| 2426.00000 2426.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0059 713-51335 LUMP| 80000.00000 80000.00| 96000.00000 96000.00| 108200.00000 108200.00 TEMPORARY BRIDGE AND APPROACHES | | | 0060 715-04509 20.000 m | 500.00000 10000.00| 3250.00000 65000.00| 3160.00000 63200.00 TEMPORARY PIPE | | | 0061 715-05048 60.000 m | 32.00000 1920.00| 15.00000 900.00| 14.00000 840.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05054 10.000 m | 50.00000 500.00| 57.50000 575.00| 55.00000 550.00 PIPE, UNDERDRAIN OUTLET, 200 mm | | | 0063 715-05168 7.000 m | 52.00000 364.00| 130.00000 910.00| 123.00000 861.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0064 715-05169 66.000 m | 65.00000 4290.00| 95.00000 6270.00| 91.00000 6006.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0065 715-05998 5.000 m | 55.00000 275.00| 135.00000 675.00| 125.00000 625.00 PIPE, TYPE 3, CIRCULAR, 200 mm | | | 0066 715-46000 2.000 EACH| 200.00000 400.00| 300.00000 600.00| 275.00000 550.00 PIPE END SECTION, 300 mm | | | 0067 715-46005 14.000 EACH| 250.00000 3500.00| 315.00000 4410.00| 308.00000 4312.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1364963 |(3) 35-1139301 |ISOM, JACK CONSTRUCTION COMP|ERBER & MILLIGAN CONSTUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 801-06203 4428.000 m | 1.40000 6199.20| 0.36000 1594.08| 0.32000 1416.96 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0069 801-06207 4556.000 m | 3.93000 17905.08| 3.00000 13668.00| 3.10000 14123.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0070 801-06606 4.000 EACH| 210.00000 840.00| 100.00000 400.00| 195.00000 780.00 BARRICADE, IIIB | | | 0071 801-06640 32.000 EACH| 165.00000 5280.00| 180.00000 5760.00| 105.00000 3360.00 CONSTRUCTION SIGN, A | | | 0072 801-06645 18.000 EACH| 55.00000 990.00| 25.00000 450.00| 45.00000 810.00 CONSTRUCTION SIGN, B | | | 0073 808-06713 2200.000 m | 0.46000 1012.00| 0.30000 660.00| 0.31000 682.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 2200.000 m | 0.46000 1012.00| 0.30000 660.00| 0.31000 682.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-06716 524.000 m | 2.00000 1048.00| 2.00000 1048.00| 1.50000 786.00 LINE, REMOVE | | | 0076 808-75998 90.000 EACH| 40.00000 3600.00| 40.00000 3600.00| 34.75000 3127.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 801-06605 8.000 EACH| 195.00000 1560.00| 90.00000 720.00| 190.00000 1520.00 BARRICADE, IIIA | | | 0078 801-04308 4.000 EACH| 500.00000 2000.00| 450.00000 1800.00| 399.00000 1596.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0079 808-75996 90.000 EACH| 15.00000 1350.00| 5.50000 495.00| 10.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 501-05090 682.000 m2 | 51.00000 34782.00| 50.00000 34100.00| 62.00000 42284.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | SECTION TOTALS | $ 1,392,700.78| $ 1,438,595.24| $ 1,474,597.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,392,700.78| $ 1,438,595.24| $ 1,474,597.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1523985 |(6) 35-1310611 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE ASPHALT | | | 0001 105-06790 12.000 MOS | 1200.00000 14400.00| 1700.00000 20400.00| 1500.00000 18000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 75000.00000 75000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 144.800 m | 11.00000 1592.80| 22.00000 3185.60| 7.50000 1086.00 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 1 | | | 0008 202-51330 LUMP| 30000.00000 30000.00| 16500.00000 16500.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 2 | | | 0009 202-60820 201.600 m2 | 29.00000 5846.40| 11.00000 2217.60| 12.00000 2419.20 SURFACE MILLING, ASPHALT | | | 0010 202-96133 49.300 m | 20.00000 986.00| 32.65000 1609.65| 30.00000 1479.00 PIPE, REMOVE | | | 0011 203-02000 8823.000 m3 | 10.00000 88230.00| 9.15000 80730.45| 12.00000 105876.00 EXCAVATION, COMMON | | | 0012 203-02070 3185.000 m3 | 12.50000 39812.50| 9.80000 31213.00| 15.00000 47775.00 BORROW | | | 0013 203-51223 205.000 m3 | 10.00000 2050.00| 27.45000 5627.25| 7.00000 1435.00 EXCAVATION, WATERWAY | | | 0014 205-02224 2018.000 m | 5.90000 11906.20| 5.70000 11502.60| 3.00000 6054.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 131.700 m | 9.00000 1185.30| 9.00000 1185.30| 5.00000 658.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02231 102.060 m | 20.00000 2041.20| 40.00000 4082.40| 10.00000 1020.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02232 31.000 m3 | 20.00000 620.00| 75.00000 2325.00| 10.00000 310.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0018 206-51230 152.000 m3 | 20.00000 3040.00| 50.00000 7600.00| 10.00000 1520.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1523985 |(6) 35-1310611 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-02060 7.920 m3 | 50.00000 396.00| 33.33000 263.97| 40.00000 316.80 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 47.200 m3 | 150.00000 7080.00| 197.00000 9298.40| 150.00000 7080.00 FLOWABLE MORTAR | | | 0021 303-52308 4665.420 Mg | 18.00000 83977.56| 19.80000 92375.32| 16.00000 74646.72 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05468 3478.200 Mg | 30.80000 107128.56| 37.00000 128693.40| 30.25000 105215.55 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 5605.400 Mg | 30.80000 172646.32| 37.00000 207399.80| 30.80000 172646.32 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 568.200 Mg | 47.30000 26875.86| 42.00000 23864.40| 49.50000 28125.90 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 844.830 Mg | 30.80000 26020.76| 38.20000 32272.51| 31.35000 26485.42 HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 3129.000 m2 | 1.10000 3441.90| 2.50000 7822.50| 1.76000 5507.04 SEAL COAT, 2 | | | 0027 405-05518 7246.250 m2 | 0.25000 1811.56| 1.90000 13767.88| 0.33000 2391.26 ASPHALT FOR PRIME COAT | | | 0028 406-05521 20841.250 m2 | 0.10000 2084.12| 0.42000 8753.33| 0.11000 2292.54 ASPHALT FOR TACK COAT | | | 0029 601-01522 8.000 EACH| 1225.00000 9800.00| 1300.00000 10400.00| 1226.50000 9812.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01700 3.000 EACH| 1628.00000 4884.00| 1950.00000 5850.00| 1633.50000 4900.50 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-06037 5.000 EACH| 594.00000 2970.00| 660.00000 3300.00| 594.00000 2970.00 GUARDRAIL END TREATMENT, I | | | 0032 601-99105 289.560 m | 33.55000 9714.74| 38.00000 11003.28| 33.55000 9714.74 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 18.000 EACH| 8.00000 144.00| 12.00000 216.00| 10.00000 180.00 BARRIER DELINEATOR | | | 0034 610-05527 95.000 Mg | 93.50000 8882.50| 72.00000 6840.00| 77.00000 7315.00 HMA FOR APPROACHES | | | 0035 611-04923 57.100 m2 | 60.00000 3426.00| 72.00000 4111.20| 60.00000 3426.00 CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0036 611-06497 5.000 EACH| 165.00000 825.00| 160.00000 800.00| 150.00000 750.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 30.000 EACH| 110.00000 3300.00| 135.00000 4050.00| 109.00000 3270.00 RIGHT OF WAY MARKER | | | 0038 616-02320 3358.000 m2 | 3.00000 10074.00| 3.60000 12088.80| 3.00000 10074.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1523985 |(6) 35-1310611 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 616-06405 2743.000 Mg | 19.00000 52117.00| 26.50000 72689.50| 18.00000 49374.00 RIPRAP, REVETMENT | | | 0040 621-01004 1.000 EACH| 1000.00000 1000.00| 600.00000 600.00| 522.50000 522.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01882 13.500 kg | 45.00000 607.50| 45.00000 607.50| 42.90000 579.15 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0042 621-06545 1.290 Mg | 700.00000 903.00| 728.40000 939.64| 667.70000 861.33 FERTILIZER | | | 0043 621-06548 38.500 kg | 46.00000 1771.00| 48.00000 1848.00| 44.00000 1694.00 SEED MIXTURE, CV | | | 0044 621-06553 266.000 kg | 9.40000 2500.40| 9.40000 2500.40| 8.97000 2386.02 SEED MIXTURE, R | | | 0045 621-06565 6.980 Mg | 540.00000 3769.20| 500.00000 3490.00| 514.80000 3593.30 MULCHING MATERIAL | | | 0046 621-06567 0.020 kL | 50.00000 1.00| 2.00000 0.04| 1.10000 0.02 WATER | | | 0047 621-06574 1056.000 m2 | 4.10000 4329.60| 4.10000 4329.60| 3.91000 4128.96 SODDING | | | 0048 622-52436 7.000 EACH| 28.75000 201.25| 25.00000 175.00| 27.50000 192.50 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 150.000 EACH| 11.50000 1725.00| 15.00000 2250.00| 11.00000 1650.00 SEEDLING | | | 0050 701-01840 115.000 m | 155.00000 17825.00| 180.00000 20700.00| 200.00000 23000.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0051 701-03753 696.000 m | 95.00000 66120.00| 78.00000 54288.00| 75.00000 52200.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0052 701-90976 20764.000 kg | 1.20000 24916.80| 1.10000 22840.40| 1.25000 25955.00 REINFORCING STEEL, GRADE 60 | | | 0053 703-96177 23172.000 kg | 1.40000 32440.80| 1.30000 30123.60| 1.35000 31282.20 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0054 704-51002 342.000 m3 | 500.00000 171000.00| 427.62000 146246.04| 500.00000 171000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 8.000 EACH| 1200.00000 9600.00| 1000.00000 8000.00| 1000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 23.600 m3 | 520.00000 12272.00| 525.00000 12390.00| 600.00000 14160.00 CONCRETE, C, RAILING | | | 0057 709-51821 LUMP| 3000.00000 3000.00| 2300.00000 2300.00| 3500.00000 3500.00 SURFACE SEAL , STRUCTURE NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1523985 |(6) 35-1310611 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 709-51821 LUMP| 3000.00000 3000.00| 2300.00000 2300.00| 3500.00000 3500.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0059 713-51335 LUMP| 110000.00000 110000.00| 150000.00000 150000.00| 200000.00000 200000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0060 715-04509 20.000 m | 2725.00000 54500.00| 500.00000 10000.00| 2500.00000 50000.00 TEMPORARY PIPE | | | 0061 715-05048 60.000 m | 30.00000 1800.00| 26.26000 1575.60| 10.00000 600.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05054 10.000 m | 40.00000 400.00| 50.00000 500.00| 10.00000 100.00 PIPE, UNDERDRAIN OUTLET, 200 mm | | | 0063 715-05168 7.000 m | 60.00000 420.00| 39.42000 275.94| 70.00000 490.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0064 715-05169 66.000 m | 72.00000 4752.00| 49.09000 3239.94| 90.00000 5940.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0065 715-05998 5.000 m | 90.00000 450.00| 35.20000 176.00| 30.00000 150.00 PIPE, TYPE 3, CIRCULAR, 200 mm | | | 0066 715-46000 2.000 EACH| 175.00000 350.00| 150.00000 300.00| 200.00000 400.00 PIPE END SECTION, 300 mm | | | 0067 715-46005 14.000 EACH| 225.00000 3150.00| 170.00000 2380.00| 250.00000 3500.00 PIPE END SECTION, 375 mm | | | 0068 801-06203 4428.000 m | 1.15000 5092.20| 1.30000 5756.40| 0.35000 1549.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0069 801-06207 4556.000 m | 4.00000 18224.00| 4.40000 20046.40| 3.41000 15535.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0070 801-06606 4.000 EACH| 165.00000 660.00| 300.00000 1200.00| 214.50000 858.00 BARRICADE, IIIB | | | 0071 801-06640 32.000 EACH| 154.00000 4928.00| 275.00000 8800.00| 115.50000 3696.00 CONSTRUCTION SIGN, A | | | 0072 801-06645 18.000 EACH| 44.00000 792.00| 80.00000 1440.00| 49.50000 891.00 CONSTRUCTION SIGN, B | | | 0073 808-06713 2200.000 m | 0.33000 726.00| 0.40000 880.00| 0.34000 748.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 2200.000 m | 0.33000 726.00| 0.40000 880.00| 0.34000 748.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-06716 524.000 m | 1.82000 953.68| 2.00000 1048.00| 1.50000 786.00 LINE, REMOVE | | | 0076 808-75998 90.000 EACH| 40.00000 3600.00| 44.00000 3960.00| 33.00000 2970.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 801-06605 8.000 EACH| 165.00000 1320.00| 300.00000 2400.00| 209.00000 1672.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1523985 |(6) 35-1310611 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-04308 4.000 EACH| 506.00000 2024.00| 800.00000 3200.00| 438.90000 1755.60 ROAD CLOSURE SIGN ASSEMBLY | | | 0079 808-75996 90.000 EACH| 10.00000 900.00| 10.00000 900.00| 11.00000 990.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 501-05090 682.000 m2 | 60.00000 40920.00| 49.00000 33418.00| 60.00000 40920.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | SECTION TOTALS | $ 1,517,980.71| $ 1,572,343.64| $ 1,581,632.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,517,980.71| $ 1,572,343.64| $ 1,581,632.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1128289 |(9) 35-1917625 |RIETH RILEY CONSTRUCTION COM|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE ASPHALT | | | 0001 105-06790 12.000 MOS | 2100.00000 25200.00| 1370.00000 16440.00| 2088.13000 25057.56 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 31000.00000 31000.00| 25600.00000 25600.00| 26368.00000 26368.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 100300.00000 100300.00| 82006.03000 82006.03| 86318.00000 86318.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 24000.00000 24000.00| 30000.00000 30000.00| 5016.00000 5016.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 144.800 m | 7.00000 1013.60| 11.00000 1592.80| 7.11000 1029.53 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 33000.00000 33000.00| 30197.00000 30197.00| 9093.97000 9093.97 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 1 | | | 0008 202-51330 LUMP| 32000.00000 32000.00| 30197.00000 30197.00| 9093.97000 9093.97 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 2 | | | 0009 202-60820 201.600 m2 | 9.00000 1814.40| 12.00000 2419.20| 4.69000 945.50 SURFACE MILLING, ASPHALT | | | 0010 202-96133 49.300 m | 75.00000 3697.50| 42.00000 2070.60| 54.20000 2672.06 PIPE, REMOVE | | | 0011 203-02000 8823.000 m3 | 10.65000 93964.95| 9.00000 79407.00| 22.00000 194106.00 EXCAVATION, COMMON | | | 0012 203-02070 3185.000 m3 | 8.00000 25480.00| 14.00000 44590.00| 11.50000 36627.50 BORROW | | | 0013 203-51223 205.000 m3 | 13.60000 2788.00| 10.00000 2050.00| 22.00000 4510.00 EXCAVATION, WATERWAY | | | 0014 205-02224 2018.000 m | 5.25000 10594.50| 6.00000 12108.00| 5.25000 10594.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 131.700 m | 8.00000 1053.60| 9.00000 1185.30| 8.09000 1065.45 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02231 102.060 m | 75.00000 7654.50| 78.00000 7960.68| 53.63000 5473.48 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02232 31.000 m3 | 43.00000 1333.00| 40.00000 1240.00| 44.38000 1375.78 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0018 206-51230 152.000 m3 | 21.00000 3192.00| 13.00000 1976.00| 63.37000 9632.24 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1128289 |(9) 35-1917625 |RIETH RILEY CONSTRUCTION COM|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-02060 7.920 m3 | 60.00000 475.20| 30.00000 237.60| 20.00000 158.40 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 47.200 m3 | 168.00000 7929.60| 104.00000 4908.80| 106.49000 5026.33 FLOWABLE MORTAR | | | 0021 303-52308 4665.420 Mg | 17.50000 81644.85| 19.00000 88642.98| 18.00000 83977.56 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05468 3478.200 Mg | 33.00000 114780.60| 30.00000 104346.00| 27.50000 95650.50 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 5605.400 Mg | 34.00000 190583.60| 31.00000 173767.40| 28.00000 156951.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 568.200 Mg | 39.00000 22159.80| 49.00000 27841.80| 45.00000 25569.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 844.830 Mg | 33.00000 27879.39| 32.00000 27034.56| 28.50000 24077.66 HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 3129.000 m2 | 2.00000 6258.00| 2.00000 6258.00| 1.60000 5006.40 SEAL COAT, 2 | | | 0027 405-05518 7246.250 m2 | 0.50000 3623.13| 0.40000 2898.50| 0.30000 2173.88 ASPHALT FOR PRIME COAT | | | 0028 406-05521 20841.250 m2 | 0.05000 1042.06| 0.15000 3126.19| 0.10000 2084.13 ASPHALT FOR TACK COAT | | | 0029 601-01522 8.000 EACH| 1075.00000 8600.00| 1220.00000 9760.00| 1076.35000 8610.80 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01700 3.000 EACH| 1500.00000 4500.00| 1620.00000 4860.00| 1472.90000 4418.70 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-06037 5.000 EACH| 530.00000 2650.00| 590.00000 2950.00| 527.36000 2636.80 GUARDRAIL END TREATMENT, I | | | 0032 601-99105 289.560 m | 33.00000 9555.48| 34.00000 9845.04| 32.34000 9364.37 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 18.000 EACH| 7.35000 132.30| 9.00000 162.00| 7.21000 129.78 BARRIER DELINEATOR | | | 0034 610-05527 95.000 Mg | 85.00000 8075.00| 77.00000 7315.00| 70.00000 6650.00 HMA FOR APPROACHES | | | 0035 611-04923 57.100 m2 | 72.00000 4111.20| 58.00000 3311.80| 63.17000 3607.01 CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0036 611-06497 5.000 EACH| 104.00000 520.00| 165.00000 825.00| 154.50000 772.50 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 30.000 EACH| 94.00000 2820.00| 108.00000 3240.00| 91.67000 2750.10 RIGHT OF WAY MARKER | | | 0038 616-02320 3358.000 m2 | 2.60000 8730.80| 2.00000 6716.00| 2.42000 8126.36 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1128289 |(9) 35-1917625 |RIETH RILEY CONSTRUCTION COM|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 616-06405 2743.000 Mg | 24.50000 67203.50| 24.00000 65832.00| 20.27000 55600.61 RIPRAP, REVETMENT | | | 0040 621-01004 1.000 EACH| 475.00000 475.00| 520.00000 520.00| 489.25000 489.25 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01882 13.500 kg | 40.00000 540.00| 43.00000 580.50| 40.17000 542.30 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0042 621-06545 1.290 Mg | 625.00000 806.25| 660.00000 851.40| 625.21000 806.52 FERTILIZER | | | 0043 621-06548 38.500 kg | 41.00000 1578.50| 44.00000 1694.00| 41.20000 1586.20 SEED MIXTURE, CV | | | 0044 621-06553 266.000 kg | 8.25000 2194.50| 9.00000 2394.00| 8.39000 2231.74 SEED MIXTURE, R | | | 0045 621-06565 6.980 Mg | 470.00000 3280.60| 510.00000 3559.80| 482.04000 3364.64 MULCHING MATERIAL | | | 0046 621-06567 0.020 kL | 100.00000 2.00| 1.30000 0.03| 1.00000 0.02 WATER | | | 0047 621-06574 1056.000 m2 | 3.75000 3960.00| 5.30000 5596.80| 3.66000 3864.96 SODDING | | | 0048 622-52436 7.000 EACH| 26.00000 182.00| 28.00000 196.00| 25.75000 180.25 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 150.000 EACH| 10.50000 1575.00| 11.00000 1650.00| 10.30000 1545.00 SEEDLING | | | 0050 701-01840 115.000 m | 280.00000 32200.00| 177.00000 20355.00| 160.00000 18400.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0051 701-03753 696.000 m | 105.00000 73080.00| 88.10000 61317.60| 105.00000 73080.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0052 701-90976 20764.000 kg | 1.15000 23878.60| 1.00000 20764.00| 1.00000 20764.00 REINFORCING STEEL, GRADE 60 | | | 0053 703-96177 23172.000 kg | 1.50000 34758.00| 1.20000 27806.40| 1.14000 26416.08 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0054 704-51002 342.000 m3 | 525.00000 179550.00| 570.00000 194940.00| 600.00000 205200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 8.000 EACH| 1470.00000 11760.00| 1542.00000 12336.00| 1794.82000 14358.56 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 23.600 m3 | 378.00000 8920.80| 545.00000 12862.00| 600.00000 14160.00 CONCRETE, C, RAILING | | | 0057 709-51821 LUMP| 2547.30000 2547.30| 2350.00000 2350.00| 2575.47000 2575.47 SURFACE SEAL , STRUCTURE NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1128289 |(9) 35-1917625 |RIETH RILEY CONSTRUCTION COM|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 709-51821 LUMP| 2547.30000 2547.30| 2350.00000 2350.00| 2575.47000 2575.47 SURFACE SEAL , STRUCTURE NO. 2 | | | 0059 713-51335 LUMP| 150000.00000 150000.00| 235000.00000 235000.00| 293497.28000 293497.28 TEMPORARY BRIDGE AND APPROACHES | | | 0060 715-04509 20.000 m | 950.00000 19000.00| 1500.00000 30000.00| 716.71000 14334.20 TEMPORARY PIPE | | | 0061 715-05048 60.000 m | 15.00000 900.00| 36.00000 2160.00| 45.47000 2728.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05054 10.000 m | 62.00000 620.00| 44.00000 440.00| 47.53000 475.30 PIPE, UNDERDRAIN OUTLET, 200 mm | | | 0063 715-05168 7.000 m | 80.00000 560.00| 64.00000 448.00| 119.16000 834.12 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0064 715-05169 66.000 m | 81.00000 5346.00| 86.00000 5676.00| 126.94000 8378.04 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0065 715-05998 5.000 m | 80.00000 400.00| 44.00000 220.00| 110.66000 553.30 PIPE, TYPE 3, CIRCULAR, 200 mm | | | 0066 715-46000 2.000 EACH| 280.00000 560.00| 155.00000 310.00| 228.43000 456.86 PIPE END SECTION, 300 mm | | | 0067 715-46005 14.000 EACH| 300.00000 4200.00| 245.00000 3430.00| 242.50000 3395.00 PIPE END SECTION, 375 mm | | | 0068 801-06203 4428.000 m | 0.34000 1505.52| 1.20000 5313.60| 0.32000 1416.96 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0069 801-06207 4556.000 m | 3.00000 13668.00| 4.00000 18224.00| 3.19000 14533.64 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0070 801-06606 4.000 EACH| 75.00000 300.00| 250.00000 1000.00| 200.85000 803.40 BARRICADE, IIIB | | | 0071 801-06640 32.000 EACH| 140.00000 4480.00| 350.00000 11200.00| 108.15000 3460.80 CONSTRUCTION SIGN, A | | | 0072 801-06645 18.000 EACH| 26.00000 468.00| 150.00000 2700.00| 46.35000 834.30 CONSTRUCTION SIGN, B | | | 0073 808-06713 2200.000 m | 0.28000 616.00| 0.35000 770.00| 0.32000 704.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 2200.000 m | 0.28000 616.00| 0.35000 770.00| 0.32000 704.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-06716 524.000 m | 2.00000 1048.00| 3.00000 1572.00| 1.55000 812.20 LINE, REMOVE | | | 0076 808-75998 90.000 EACH| 39.00000 3510.00| 44.00000 3960.00| 29.36000 2642.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 801-06605 8.000 EACH| 76.00000 608.00| 250.00000 2000.00| 187.81000 1502.48 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 160 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,783.88 ROUTE : SR 32 CALL ORDER : 160 CONTRACT ID : R -24154-A COUNTIES : BOONE LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1128289 |(9) 35-1917625 |RIETH RILEY CONSTRUCTION COM|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-04308 4.000 EACH| 400.00000 1600.00| 750.00000 3000.00| 394.41000 1577.64 ROAD CLOSURE SIGN ASSEMBLY | | | 0079 808-75996 90.000 EACH| 5.00000 450.00| 20.00000 1800.00| 9.88000 889.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 501-05090 682.000 m2 | 64.00000 43648.00| 46.00000 31372.00| 74.04000 50495.28 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | SECTION TOTALS | $ 1,609,299.93| $ 1,658,407.41| $ 1,729,490.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,609,299.93| $ 1,658,407.41| $ 1,729,490.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,072.22 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -24155-A COUNTIES : STEUBEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/18/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4576(004) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORPORATION $ 324,001.51 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 349,982.98 108.0189% 3 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 359,477.44 110.9493% 4 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 370,031.28 114.2066% 5 35-0997978 PHEND & BROWN, INC. $ 379,112.64 117.0095% 6 35-1333300 KNECHT EXCAVATING $ 566,447.14 174.8285% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1185040 |(3) 34-4272670 |FOX CONTRACTORS CORPORATION |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 300.00000 1800.00| 1200.00000 7200.00| 1650.00000 9900.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4500.00000 4500.00| 6500.00000 6500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 17500.00000 17500.00| 16300.00000 16300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 6200.00000 6200.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-01324 LUMP| 1700.00000 1700.00| 3500.00000 3500.00| 750.00000 750.00 SEPTIC SYSTEM, REMOVE , PARCEL NO. 5 | | | 0006 202-91385 1.000 EACH| 150.00000 150.00| 400.00000 400.00| 350.00000 350.00 INLET, REMOVE | | | 0007 202-96133 129.900 m | 13.00000 1688.70| 36.00000 4676.40| 44.00000 5715.60 PIPE, REMOVE | | | 0008 203-02000 15535.000 m3 | 5.35000 83112.25| 5.20000 80782.00| 6.45000 100200.75 EXCAVATION, COMMON | | | 0009 203-94803 1496.000 m3 | 5.00000 7480.00| 4.00000 5984.00| 3.00000 4488.00 EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0010 205-02224 274.000 m | 4.80000 1315.20| 7.38000 2022.12| 7.38000 2022.12 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 267.000 m | 20.00000 5340.00| 9.00000 2403.00| 9.00000 2403.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 50.00000 100.00| 100.00000 200.00| 100.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,072.22 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -24155-A COUNTIES : STEUBEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1185040 |(3) 34-4272670 |FOX CONTRACTORS CORPORATION |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02236 1.000 EACH| 47.00000 47.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02060 193.000 m3 | 7.00000 1351.00| 18.00000 3474.00| 11.00000 2123.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04075 20.000 Mg | 27.00000 540.00| 33.00000 660.00| 40.00000 800.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0016 303-52308 1642.000 Mg | 14.00000 22988.00| 15.00000 24630.00| 16.50000 27093.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 1704.000 Mg | 29.90000 50949.60| 30.40000 51801.60| 29.00000 49416.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 731.000 Mg | 32.20000 23538.20| 33.45000 24451.95| 31.25000 22843.75 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 426.000 Mg | 39.70000 16912.20| 31.40000 13376.40| 38.50000 16401.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 155.000 Mg | 31.00000 4805.00| 39.00000 6045.00| 29.00000 4495.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 405-05518 861.000 m2 | 0.50000 430.50| 0.60000 516.60| 0.50000 430.50 ASPHALT FOR PRIME COAT | | | 0023 406-05521 18962.000 m2 | 0.30000 5688.60| 0.10000 1896.20| 0.03000 568.86 ASPHALT FOR TACK COAT | | | 0024 610-05527 267.600 Mg | 46.40000 12416.64| 55.00000 14718.00| 45.00000 12042.00 HMA FOR APPROACHES | | | 0025 611-06497 2.000 EACH| 155.00000 310.00| 150.00000 300.00| 150.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 20.000 EACH| 135.00000 2700.00| 130.00000 2600.00| 130.00000 2600.00 RIGHT OF WAY MARKER | | | 0027 615-06505 5.000 EACH| 400.00000 2000.00| 390.00000 1950.00| 390.00000 1950.00 MONUMENT, B | | | 0028 615-06527 1.000 EACH| 375.00000 375.00| 360.00000 360.00| 360.00000 360.00 MONUMENT, SECTION CORNER | | | 0029 616-02320 105.000 m2 | 2.80000 294.00| 4.75000 498.75| 5.00000 525.00 GEOTEXTILES | | | 0030 616-06405 39.000 Mg | 26.50000 1033.50| 28.00000 1092.00| 45.00000 1755.00 RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH| 1030.00000 1030.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 66.000 kg | 12.40000 818.40| 12.00000 792.00| 12.00000 792.00 SEED MIXTURE, LEGUME, 2 | | | 0033 621-06545 1.200 Mg | 535.00000 642.00| 520.00000 624.00| 520.00000 624.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,072.22 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -24155-A COUNTIES : STEUBEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1185040 |(3) 34-4272670 |FOX CONTRACTORS CORPORATION |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06548 12.200 kg | 41.00000 500.20| 40.00000 488.00| 40.00000 488.00 SEED MIXTURE, CV | | | 0035 621-06553 251.000 kg | 7.30000 1832.30| 7.05000 1769.55| 7.05000 1769.55 SEED MIXTURE, R | | | 0036 621-06565 6.000 Mg | 412.00000 2472.00| 400.00000 2400.00| 400.00000 2400.00 MULCHING MATERIAL | | | 0037 621-06567 81.000 kL | 0.50000 40.50| 0.55000 44.55| 0.55000 44.55 WATER | | | 0038 621-06574 1848.000 m2 | 3.50000 6468.00| 4.25000 7854.00| 3.40000 6283.20 SODDING | | | 0039 621-06575 2618.000 m2 | 3.50000 9163.00| 4.25000 11126.50| 3.40000 8901.20 SODDING, NURSERY | | | 0040 622-52436 20.000 EACH| 35.00000 700.00| 24.00000 480.00| 20.00000 400.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 715-05119 46.000 m | 83.00000 3818.00| 100.00000 4600.00| 104.00000 4784.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0042 715-05148 29.000 m | 62.00000 1798.00| 90.00000 2610.00| 71.00000 2059.00 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0043 715-05149 20.000 m | 75.00000 1500.00| 98.00000 1960.00| 73.00000 1460.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05169 36.000 m | 59.00000 2124.00| 115.00000 4140.00| 78.00000 2808.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0045 715-46000 2.000 EACH| 190.00000 380.00| 185.00000 370.00| 180.00000 360.00 PIPE END SECTION, 300 mm | | | 0046 715-46005 5.000 EACH| 210.00000 1050.00| 200.00000 1000.00| 190.00000 950.00 PIPE END SECTION, 375 mm | | | 0047 720-45035 1.000 EACH| 1400.00000 1400.00| 910.00000 910.00| 2000.00000 2000.00 INLET, F7 | | | 0048 720-45135 1.000 EACH| 1400.00000 1400.00| 955.00000 955.00| 2200.00000 2200.00 INLET, F7, MODIFIED | | | 0049 801-04308 8.000 EACH| 112.00000 896.00| 106.00000 848.00| 106.00000 848.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06605 8.000 EACH| 77.00000 616.00| 73.00000 584.00| 73.00000 584.00 BARRICADE, IIIA | | | 0051 801-06606 8.000 EACH| 92.00000 736.00| 87.00000 696.00| 87.00000 696.00 BARRICADE, IIIB | | | 0052 801-06625 18.000 EACH| 57.00000 1026.00| 54.00000 972.00| 54.00000 972.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 12.000 EACH| 140.00000 1680.00| 130.00000 1560.00| 130.00000 1560.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 4.000 EACH| 1.00000 4.00| 1.00000 4.00| 1.00000 4.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,072.22 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -24155-A COUNTIES : STEUBEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1185040 |(3) 34-4272670 |FOX CONTRACTORS CORPORATION |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06775 LUMP| 2110.00000 2110.00| 9000.00000 9000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0056 802-05701 10.000 m | 17.66000 176.60| 16.80000 168.00| 16.80000 168.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-76030 1.160 m2 | 478.72000 555.32| 455.40000 528.26| 455.40000 528.26 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0058 808-06703 1366.000 m | 0.62000 846.92| 0.59000 805.94| 0.59000 805.94 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0059 808-75245 9924.000 m | 0.62000 6152.88| 0.59000 5855.16| 0.59000 5855.16 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 324,001.51| $ 349,982.98| $ 359,477.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 324,001.51| $ 349,982.98| $ 359,477.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,072.22 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -24155-A COUNTIES : STEUBEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 |(6) 35-1333300 |BROOKS CONSTRUCTION COMPANY,|PHEND & BROWN, INC. |KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 950.00000 5700.00| 1500.00000 9000.00| 1800.00000 10800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12500.00000 12500.00| 16000.00000 16000.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18250.00000 18250.00| 18900.00000 18900.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 4800.00000 4800.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-01324 LUMP| 2000.00000 2000.00| 1300.00000 1300.00| 2000.00000 2000.00 SEPTIC SYSTEM, REMOVE , PARCEL NO. 5 | | | 0006 202-91385 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 750.00000 750.00 INLET, REMOVE | | | 0007 202-96133 129.900 m | 10.00000 1299.00| 32.00000 4156.80| 35.00000 4546.50 PIPE, REMOVE | | | 0008 203-02000 15535.000 m3 | 5.40000 83889.00| 6.90000 107191.50| 16.50000 256327.50 EXCAVATION, COMMON | | | 0009 203-94803 1496.000 m3 | 1.00000 1496.00| 7.70000 11519.20| 5.00000 7480.00 EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0010 205-02224 274.000 m | 7.38000 2022.12| 7.70000 2109.80| 7.38000 2022.12 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 267.000 m | 9.00000 2403.00| 9.40000 2509.80| 9.00000 2403.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 100.00000 200.00| 105.00000 210.00| 100.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 1.000 EACH| 100.00000 100.00| 105.00000 105.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02060 193.000 m3 | 9.83000 1897.19| 15.00000 2895.00| 10.00000 1930.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04075 20.000 Mg | 31.00000 620.00| 30.00000 600.00| 35.00000 700.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0016 303-52308 1642.000 Mg | 12.00000 19704.00| 16.50000 27093.00| 20.00000 32840.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 1704.000 Mg | 37.50000 63900.00| 30.50000 51972.00| 36.00000 61344.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 731.000 Mg | 38.90000 28435.90| 32.80000 23976.80| 37.00000 27047.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,072.22 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -24155-A COUNTIES : STEUBEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 |(6) 35-1333300 |BROOKS CONSTRUCTION COMPANY,|PHEND & BROWN, INC. |KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 426.000 Mg | 43.30000 18445.80| 40.40000 17210.40| 42.30000 18019.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 155.000 Mg | 43.50000 6742.50| 30.50000 4727.50| 42.60000 6603.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 405-05518 861.000 m2 | 1.00000 861.00| 0.50000 430.50| 1.00000 861.00 ASPHALT FOR PRIME COAT | | | 0023 406-05521 18962.000 m2 | 0.08000 1516.96| 0.03000 568.86| 0.08000 1516.96 ASPHALT FOR TACK COAT | | | 0024 610-05527 267.600 Mg | 50.00000 13380.00| 47.30000 12657.48| 49.00000 13112.40 HMA FOR APPROACHES | | | 0025 611-06497 2.000 EACH| 150.00000 300.00| 160.00000 320.00| 150.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 20.000 EACH| 130.00000 2600.00| 140.00000 2800.00| 130.00000 2600.00 RIGHT OF WAY MARKER | | | 0027 615-06505 5.000 EACH| 390.00000 1950.00| 410.00000 2050.00| 390.00000 1950.00 MONUMENT, B | | | 0028 615-06527 1.000 EACH| 360.00000 360.00| 380.00000 380.00| 360.00000 360.00 MONUMENT, SECTION CORNER | | | 0029 616-02320 105.000 m2 | 7.00000 735.00| 2.10000 220.50| 12.00000 1260.00 GEOTEXTILES | | | 0030 616-06405 39.000 Mg | 45.00000 1755.00| 28.00000 1092.00| 40.00000 1560.00 RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH| 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 66.000 kg | 12.00000 792.00| 12.60000 831.60| 12.00000 792.00 SEED MIXTURE, LEGUME, 2 | | | 0033 621-06545 1.200 Mg | 520.00000 624.00| 546.77000 656.12| 520.00000 624.00 FERTILIZER | | | 0034 621-06548 12.200 kg | 40.00000 488.00| 42.00000 512.40| 40.00000 488.00 SEED MIXTURE, CV | | | 0035 621-06553 251.000 kg | 7.50000 1882.50| 7.40000 1857.40| 7.05000 1769.55 SEED MIXTURE, R | | | 0036 621-06565 6.000 Mg | 400.00000 2400.00| 420.00000 2520.00| 400.00000 2400.00 MULCHING MATERIAL | | | 0037 621-06567 81.000 kL | 0.55000 44.55| 0.60000 48.60| 0.55000 44.55 WATER | | | 0038 621-06574 1848.000 m2 | 3.40000 6283.20| 3.55000 6560.40| 3.40000 6283.20 SODDING | | | 0039 621-06575 2618.000 m2 | 3.40000 8901.20| 3.55000 9293.90| 3.40000 8901.20 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,072.22 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -24155-A COUNTIES : STEUBEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 |(6) 35-1333300 |BROOKS CONSTRUCTION COMPANY,|PHEND & BROWN, INC. |KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 622-52436 20.000 EACH| 20.00000 400.00| 21.00000 420.00| 20.00000 400.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 715-05119 46.000 m | 99.00000 4554.00| 80.00000 3680.00| 100.00000 4600.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0042 715-05148 29.000 m | 59.00000 1711.00| 64.00000 1856.00| 85.00000 2465.00 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0043 715-05149 20.000 m | 96.50000 1930.00| 70.00000 1400.00| 95.00000 1900.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05169 36.000 m | 82.00000 2952.00| 60.00000 2160.00| 100.00000 3600.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0045 715-46000 2.000 EACH| 295.00000 590.00| 200.00000 400.00| 500.00000 1000.00 PIPE END SECTION, 300 mm | | | 0046 715-46005 5.000 EACH| 310.00000 1550.00| 250.00000 1250.00| 525.00000 2625.00 PIPE END SECTION, 375 mm | | | 0047 720-45035 1.000 EACH| 1730.00000 1730.00| 1300.00000 1300.00| 1650.00000 1650.00 INLET, F7 | | | 0048 720-45135 1.000 EACH| 2415.00000 2415.00| 1390.00000 1390.00| 1750.00000 1750.00 INLET, F7, MODIFIED | | | 0049 801-04308 8.000 EACH| 106.00000 848.00| 111.40000 891.20| 106.00000 848.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06605 8.000 EACH| 73.00000 584.00| 76.70000 613.60| 73.00000 584.00 BARRICADE, IIIA | | | 0051 801-06606 8.000 EACH| 87.00000 696.00| 91.40000 731.20| 87.00000 696.00 BARRICADE, IIIB | | | 0052 801-06625 18.000 EACH| 54.00000 972.00| 56.70000 1020.60| 54.00000 972.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 12.000 EACH| 130.00000 1560.00| 136.50000 1638.00| 130.00000 1560.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 4.000 EACH| 1.00000 4.00| 1.05000 4.20| 1.00000 4.00 CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 13200.00000 13200.00| 2300.00000 2300.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0056 802-05701 10.000 m | 16.80000 168.00| 17.70000 177.00| 16.80000 168.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-76030 1.160 m2 | 455.40000 528.26| 478.00000 554.48| 455.40000 528.26 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0058 808-06703 1366.000 m | 0.59000 805.94| 0.62000 846.92| 0.59000 805.94 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0059 808-75245 9924.000 m | 0.59000 5855.16| 0.62000 6152.88| 0.59000 5855.16 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,072.22 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -24155-A COUNTIES : STEUBEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 |(6) 35-1333300 |BROOKS CONSTRUCTION COMPANY,|PHEND & BROWN, INC. |KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 370,031.28| $ 379,112.64| $ 566,447.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 370,031.28| $ 379,112.64| $ 566,447.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,175.60 ROUTE : NHS US 41 AND 231 CALL ORDER : 180 CONTRACT ID : R -24192-A COUNTIES : DUBOIS GREENE LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON OTHERS CONTRACT TIME : 07/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0173023 000C507 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 656,495.49 100.0000% 2 35-1315965 FOX CONTRACTORS CORPORATION IRREGULAR BID $ 690,402.88 105.1649% 3 35-1616373 OXLEY, SAM & COMPANY, INC. $ 697,789.05 106.2899% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 852,549.80 129.8637% 5 35-0821499 DREW, JAMES H. CORPORATION $ 899,953.44 137.0844% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1315965 |(3) 35-1616373 |RAGLE, INC. |FOX CONTRACTORS CORPORATION |OXLEY, SAM & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 110-01001 LUMP| 32500.00000 32500.00| 34600.00000 34600.00| 34800.00000 34800.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-01015 LUMP| 32000.00000 32000.00| 5000.00000 5000.00| 15380.00000 15380.00 CLEARING AND GRUBBING , US 231 | | | 0003 201-01015 LUMP| 7000.00000 7000.00| 10000.00000 10000.00| 4700.00000 4700.00 CLEARING AND GRUBBING , US 41 | | | 0004 202-02241 747.400 m | 9.70000 7249.78| 20.00000 14948.00| 11.00000 8221.40 GUARDRAIL, REMOVE | | | 0005 203-02070 1220.000 m3 | 18.00000 21960.00| 44.00000 53680.00| 45.41000 55400.20 BORROW | | | 0006 203-02080 1.689 km | 25000.00000 42225.00| 16500.00000 27868.50| 15331.65000 25895.16 LINEAR GRADING | | | 0007 205-02224 825.000 m | 5.00000 4125.00| 5.50000 4537.50| 7.25000 5981.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 60.000 m | 15.00000 900.00| 29.00000 1740.00| 14.00000 840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 6.000 EACH| 80.00000 480.00| 68.00000 408.00| 95.00000 570.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 173.300 m3 | 20.00000 3466.00| 44.00000 7625.20| 54.00000 9358.20 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 1608.000 Mg | 20.00000 32160.00| 19.10000 30712.80| 24.00000 38592.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,175.60 ROUTE : NHS US 41 AND 231 CALL ORDER : 180 CONTRACT ID : R -24192-A COUNTIES : DUBOIS GREENE LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1315965 |(3) 35-1616373 |RAGLE, INC. |FOX CONTRACTORS CORPORATION |OXLEY, SAM & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-01625 1.000 EACH| 1775.00000 1775.00| 1750.00000 1750.00| 1882.00000 1882.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0013 601-01626 1.000 EACH| 1775.00000 1775.00| 1750.00000 1750.00| 1882.00000 1882.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0014 601-01700 13.000 EACH| 1600.00000 20800.00| 1960.00000 25480.00| 1696.00000 22048.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01740 2.000 EACH| 1600.00000 3200.00| 1960.00000 3920.00| 1696.00000 3392.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0016 601-03130 2.000 EACH| 285.00000 570.00| 370.00000 740.00| 303.00000 606.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0017 601-03492 LUMP| 1500.00000 1500.00| 2015.00000 2015.00| 1590.00000 1590.00 GUARDRAIL, MISCELLANEOUS MATERIAL, AND | | | LABOR FOR REPAIR , US 231 | | | 0018 601-06035 10.000 m | 20.00000 200.00| 77.00000 770.00| 21.20000 212.00 GUARDRAIL, RESET | | | 0019 601-06037 2.000 EACH| 560.00000 1120.00| 690.00000 1380.00| 594.00000 1188.00 GUARDRAIL END TREATMENT, I | | | 0020 601-91653 2.000 EACH| 384.00000 768.00| 265.00000 530.00| 407.00000 814.00 GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED Connect to Aluminum | | | Guardrail | | | 0021 601-94689 40.000 EACH| 3260.00000 130400.00| 3553.00000 142120.00| 3456.00000 138240.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 2250.00000 2250.00| 2490.00000 2490.00| 2385.00000 2385.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 567.700 m | 34.30000 19472.11| 38.20000 21686.14| 37.00000 21004.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99132 54.000 EACH| 60.00000 3240.00| 160.00000 8640.00| 64.00000 3456.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 611-95023 10.000 EACH| 145.00000 1450.00| 120.00000 1200.00| 154.00000 1540.00 MAILBOX ASSEMBLY, RESET | | | 0026 616-02320 3200.000 m2 | 2.00000 6400.00| 2.10000 6720.00| 2.00000 6400.00 GEOTEXTILES | | | 0027 616-06405 807.700 Mg | 18.00000 14538.60| 25.20000 20354.04| 22.75000 18375.18 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,175.60 ROUTE : NHS US 41 AND 231 CALL ORDER : 180 CONTRACT ID : R -24192-A COUNTIES : DUBOIS GREENE LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1315965 |(3) 35-1616373 |RAGLE, INC. |FOX CONTRACTORS CORPORATION |OXLEY, SAM & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 616-06451 5377.000 Mg | 18.00000 96786.00| 24.10000 129585.70| 22.88000 123025.76 RIPRAP, UNIFORM | | | 0029 621-01004 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 7800.000 m2 | 0.65000 5070.00| 0.55000 4290.00| 0.63000 4914.00 MULCHED SEEDING, R | | | 0031 715-04592 4.000 EACH| 400.00000 1600.00| 480.00000 1920.00| 340.00000 1360.00 PIPE, END SECTION, SAFETY METAL, 450mm | | | 0032 715-05169 530.000 m | 68.00000 36040.00| 74.00000 39220.00| 40.00000 21200.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0033 715-05171 200.000 m | 84.50000 16900.00| 85.00000 17000.00| 46.00000 9200.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0034 715-05177 50.000 m | 158.00000 7900.00| 145.00000 7250.00| 116.00000 5800.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0035 715-46005 11.000 EACH| 175.00000 1925.00| 293.00000 3223.00| 200.00000 2200.00 PIPE END SECTION, 375 mm | | | 0036 715-46010 3.000 EACH| 200.00000 600.00| 333.00000 999.00| 225.00000 675.00 PIPE END SECTION, 450 mm | | | 0037 715-46040 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 500.00000 500.00 PIPE END SECTION, 900 mm | | | 0038 730-02398 1.000 EACH| 1100.00000 1100.00| 1670.00000 1670.00| 1500.00000 1500.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0039 730-26764 1.000 EACH| 4700.00000 4700.00| 5345.00000 5345.00| 4500.00000 4500.00 GRATED BOX END SECTION, II, 10:1, 450 mm| | | 0040 730-97686 1.000 EACH| 4700.00000 4700.00| 5345.00000 5345.00| 4450.00000 4450.00 GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0041 801-06640 100.000 EACH| 95.00000 9500.00| 101.00000 10100.00| 105.00000 10500.00 CONSTRUCTION SIGN, A | | | 0043 801-06710 90.000 DAY | 15.00000 1350.00| 45.00000 4050.00| 33.00000 2970.00 FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 64000.00000 64000.00| 13500.00000 13500.00| 60429.00000 60429.00 MAINTAINING TRAFFIC , US 231 | | | 0045 801-06775 LUMP| 2000.00000 2000.00| 6870.00000 6870.00| 11300.00000 11300.00 MAINTAINING TRAFFIC , US 41 | | | 0046 802-94715 LUMP| 1950.00000 1950.00| 3160.00000 3160.00| 2067.00000 2067.00 SIGNS, SHEET, REMOVE AND RESET , US 231 | | | 0047 802-94715 LUMP| 50.00000 50.00| 3160.00000 3160.00| 230.00000 230.00 SIGNS, SHEET, REMOVE AND RESET , US 41 | | | 0048 730-02628 11.000 EACH| 400.00000 4400.00| 0.00000 0.00| 305.00000 3355.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,175.60 ROUTE : NHS US 41 AND 231 CALL ORDER : 180 CONTRACT ID : R -24192-A COUNTIES : DUBOIS GREENE LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1315965 |(3) 35-1616373 |RAGLE, INC. |FOX CONTRACTORS CORPORATION |OXLEY, SAM & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 730-02629 3.000 EACH| 450.00000 1350.00| 0.00000 0.00| 620.00000 1860.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | SECTION TOTALS | $ 656,495.49| $ 690,402.88| $ 697,789.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 656,495.49| $ 690,402.88| $ 697,789.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,175.60 ROUTE : NHS US 41 AND 231 CALL ORDER : 180 CONTRACT ID : R -24192-A COUNTIES : DUBOIS GREENE LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0821499 | |AMERICAN CONTRACTING & SERVI|DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 110-01001 LUMP| 42500.00000 42500.00| 41286.65000 41286.65| MOBILIZATION AND DEMOBILIZATION | | | 0002 201-01015 LUMP| 20000.00000 20000.00| 23100.00000 23100.00| CLEARING AND GRUBBING , US 231 | | | 0003 201-01015 LUMP| 9000.00000 9000.00| 5250.00000 5250.00| CLEARING AND GRUBBING , US 41 | | | 0004 202-02241 747.400 m | 21.00000 15695.40| 20.00000 14948.00| GUARDRAIL, REMOVE | | | 0005 203-02070 1220.000 m3 | 45.00000 54900.00| 42.00000 51240.00| BORROW | | | 0006 203-02080 1.689 km | 17000.00000 28713.00| 13650.00000 23054.85| LINEAR GRADING | | | 0007 205-02224 825.000 m | 7.00000 5775.00| 6.88000 5676.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 60.000 m | 13.00000 780.00| 13.49000 809.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 6.000 EACH| 88.00000 528.00| 89.25000 535.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 173.300 m3 | 58.00000 10051.40| 31.50000 5458.95| B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 1608.000 Mg | 60.00000 96480.00| 31.50000 50652.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 601-01625 1.000 EACH| 1250.00000 1250.00| 1208.28000 1208.28| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0013 601-01626 1.000 EACH| 1250.00000 1250.00| 1208.28000 1208.28| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0014 601-01700 13.000 EACH| 1600.00000 20800.00| 1548.32000 20128.16| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01740 2.000 EACH| 1600.00000 3200.00| 1548.32000 3096.64| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0016 601-03130 2.000 EACH| 500.00000 1000.00| 479.16000 958.32| GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,175.60 ROUTE : NHS US 41 AND 231 CALL ORDER : 180 CONTRACT ID : R -24192-A COUNTIES : DUBOIS GREENE LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0821499 | |AMERICAN CONTRACTING & SERVI|DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 601-03492 LUMP| 2600.00000 2600.00| 2500.79000 2500.79| GUARDRAIL, MISCELLANEOUS MATERIAL, AND | | | LABOR FOR REPAIR , US 231 | | | 0018 601-06035 10.000 m | 56.00000 560.00| 54.02000 540.20| GUARDRAIL, RESET | | | 0019 601-06037 2.000 EACH| 675.00000 1350.00| 651.16000 1302.32| GUARDRAIL END TREATMENT, I | | | 0020 601-91653 2.000 EACH| 300.00000 600.00| 280.08000 560.16| GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED Connect to Aluminum | | | Guardrail | | | 0021 601-94689 40.000 EACH| 3200.00000 128000.00| 3100.36000 124014.40| GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 2100.00000 2100.00| 1980.00000 1980.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 567.700 m | 41.00000 23275.70| 39.71000 22543.37| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99132 54.000 EACH| 160.00000 8640.00| 150.07000 8103.78| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 611-95023 10.000 EACH| 200.00000 2000.00| 42.00000 420.00| MAILBOX ASSEMBLY, RESET | | | 0026 616-02320 3200.000 m2 | 4.50000 14400.00| 2.10000 6720.00| GEOTEXTILES | | | 0027 616-06405 807.700 Mg | 29.00000 23423.30| 42.00000 33923.40| RIPRAP, REVETMENT | | | 0028 616-06451 5377.000 Mg | 29.00000 155933.00| 44.10000 237125.70| RIPRAP, UNIFORM | | | 0029 621-01004 2.000 EACH| 675.00000 1350.00| 682.50000 1365.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 7800.000 m2 | 1.00000 7800.00| 1.00000 7800.00| MULCHED SEEDING, R | | | 0031 715-04592 4.000 EACH| 490.00000 1960.00| 525.00000 2100.00| PIPE, END SECTION, SAFETY METAL, 450mm | | | 0032 715-05169 530.000 m | 50.00000 26500.00| 76.65000 40624.50| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0033 715-05171 200.000 m | 60.00000 12000.00| 84.00000 16800.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0034 715-05177 50.000 m | 140.00000 7000.00| 183.75000 9187.50| PIPE, TYPE 3, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,175.60 ROUTE : NHS US 41 AND 231 CALL ORDER : 180 CONTRACT ID : R -24192-A COUNTIES : DUBOIS GREENE LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0821499 | |AMERICAN CONTRACTING & SERVI|DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-46005 11.000 EACH| 335.00000 3685.00| 315.00000 3465.00| PIPE END SECTION, 375 mm | | | 0036 715-46010 3.000 EACH| 350.00000 1050.00| 346.50000 1039.50| PIPE END SECTION, 450 mm | | | 0037 715-46040 1.000 EACH| 700.00000 700.00| 682.50000 682.50| PIPE END SECTION, 900 mm | | | 0038 730-02398 1.000 EACH| 1700.00000 1700.00| 2310.00000 2310.00| SAFETY METAL END SECTION, 6:1, 900 mm | | | 0039 730-26764 1.000 EACH| 5000.00000 5000.00| 2100.00000 2100.00| GRATED BOX END SECTION, II, 10:1, 450 mm| | | 0040 730-97686 1.000 EACH| 5000.00000 5000.00| 1890.00000 1890.00| GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0041 801-06640 100.000 EACH| 100.00000 10000.00| 99.75000 9975.00| CONSTRUCTION SIGN, A | | | 0043 801-06710 90.000 DAY | 17.00000 1530.00| 21.00000 1890.00| FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 75000.00000 75000.00| 90236.05000 90236.05| MAINTAINING TRAFFIC , US 231 | | | 0045 801-06775 LUMP| 9000.00000 9000.00| 12584.47000 12584.47| MAINTAINING TRAFFIC , US 41 | | | 0046 802-94715 LUMP| 240.00000 240.00| 229.77000 229.77| SIGNS, SHEET, REMOVE AND RESET , US 231 | | | 0047 802-94715 LUMP| 230.00000 230.00| 210.00000 210.00| SIGNS, SHEET, REMOVE AND RESET , US 41 | | | 0048 730-02628 11.000 EACH| 550.00000 6050.00| 504.00000 5544.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0049 730-02629 3.000 EACH| 650.00000 1950.00| 525.00000 1575.00| SAFETY METAL END SECTION, 6:1, 450 mm | | | SECTION TOTALS | $ 852,549.80| $ 899,953.44| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 852,549.80| $ 899,953.44| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,378.80 ROUTE : N US 231, N SR 66 CALL ORDER : 190 CONTRACT ID : R -24193-A COUNTIES : SPENCER WARRICK LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0753027 0067012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1616373 OXLEY, SAM & COMPANY, INC. $ 599,980.92 100.0000% 2 35-1878024 RAGLE, INC. $ 637,612.50 106.2721% 3 35-1315965 FOX CONTRACTORS CORPORATION IRREGULAR BID $ 659,421.69 109.9071% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 821,299.71 136.8876% 5 35-0821499 DREW, JAMES H. CORPORATION $ 829,066.83 138.1821% ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1878024 |(3) 35-1315965 |OXLEY, SAM & COMPANY, INC. |RAGLE, INC. |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 110-01001 LUMP| 26816.35000 26816.35| 31250.00000 31250.00| 33100.00000 33100.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-01015 LUMP| 9504.38000 9504.38| 29000.00000 29000.00| 13000.00000 13000.00 CLEARING AND GRUBBING | | | 0003 202-02241 763.500 m | 20.70000 15804.45| 9.50000 7253.25| 20.50000 15651.75 GUARDRAIL, REMOVE | | | 0004 203-02070 1502.000 m3 | 24.44000 36708.88| 18.00000 27036.00| 41.00000 61582.00 BORROW | | | 0005 203-02080 1.735 km | 20000.00000 34700.00| 26000.00000 45110.00| 16500.00000 28627.50 LINEAR GRADING | | | 0006 205-02224 750.000 m | 6.94000 5205.00| 5.00000 3750.00| 5.50000 4125.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02229 40.000 m | 14.47000 578.80| 15.00000 600.00| 40.00000 1600.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-02234 58.000 EACH| 90.10000 5225.80| 60.00000 3480.00| 68.00000 3944.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 211-02060 162.200 m3 | 51.00000 8272.20| 20.00000 3244.00| 44.00000 7136.80 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 1889.000 Mg | 23.94000 45222.66| 20.00000 37780.00| 25.00000 47225.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 601-01625 1.000 EACH| 1881.50000 1881.50| 1775.00000 1775.00| 1750.00000 1750.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,378.80 ROUTE : N US 231, N SR 66 CALL ORDER : 190 CONTRACT ID : R -24193-A COUNTIES : SPENCER WARRICK LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1878024 |(3) 35-1315965 |OXLEY, SAM & COMPANY, INC. |RAGLE, INC. |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-01700 17.000 EACH| 1696.00000 28832.00| 1600.00000 27200.00| 1960.00000 33320.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0013 601-01740 1.000 EACH| 1696.00000 1696.00| 1600.00000 1600.00| 1960.00000 1960.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0014 601-02636 7.620 m | 64.00000 487.68| 60.00000 457.20| 87.00000 662.94 GUARDRAIL, W BEAM, NESTED | | | 0015 601-03130 6.000 EACH| 302.10000 1812.60| 285.00000 1710.00| 371.00000 2226.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0016 601-04150 37.200 m | 184.50000 6863.40| 174.00000 6472.80| 140.00000 5208.00 GUARDRAIL, THRIE BEAM, 1.905 m SPACING | | | 0017 601-06035 10.000 m | 21.20000 212.00| 20.00000 200.00| 76.40000 764.00 GUARDRAIL, RESET | | | 0018 601-94689 45.000 EACH| 3455.60000 155502.00| 3560.00000 160200.00| 3554.00000 159930.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 2385.00000 2385.00| 2250.00000 2250.00| 2493.00000 2493.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 489.000 m | 36.30000 17750.70| 34.25000 16748.25| 40.00000 19560.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99133 63.000 EACH| 63.60000 4006.80| 60.00000 3780.00| 159.00000 10017.00 GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0022 611-95023 12.000 EACH| 164.30000 1971.60| 155.00000 1860.00| 115.00000 1380.00 MAILBOX ASSEMBLY, RESET | | | 0023 616-02320 2920.000 m2 | 2.00000 5840.00| 2.00000 5840.00| 1.95000 5694.00 GEOTEXTILES | | | 0024 616-06405 68.000 Mg | 19.34000 1315.12| 19.00000 1292.00| 29.00000 1972.00 RIPRAP, REVETMENT | | | 0025 616-06451 3885.000 Mg | 19.27000 74863.95| 19.00000 73815.00| 23.30000 90520.50 RIPRAP, UNIFORM | | | 0026 621-01004 2.000 EACH| 689.00000 1378.00| 200.00000 400.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 9040.000 m2 | 0.42000 3796.80| 0.60000 5424.00| 0.48000 4339.20 MULCHED SEEDING, R | | | 0028 715-05169 360.000 m | 44.38000 15976.80| 70.00000 25200.00| 79.00000 28440.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0029 715-05171 160.000 m | 47.19000 7550.40| 80.00000 12800.00| 96.00000 15360.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,378.80 ROUTE : N US 231, N SR 66 CALL ORDER : 190 CONTRACT ID : R -24193-A COUNTIES : SPENCER WARRICK LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1878024 |(3) 35-1315965 |OXLEY, SAM & COMPANY, INC. |RAGLE, INC. |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 715-05173 80.000 m | 67.45000 5396.00| 115.00000 9200.00| 122.00000 9760.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0031 715-46005 9.000 EACH| 194.25000 1748.25| 215.00000 1935.00| 295.00000 2655.00 PIPE END SECTION, 375 mm | | | 0032 715-46010 4.000 EACH| 216.45000 865.80| 235.00000 940.00| 335.00000 1340.00 PIPE END SECTION, 450 mm | | | 0033 715-46020 2.000 EACH| 251.97000 503.94| 280.00000 560.00| 391.00000 782.00 PIPE END SECTION, 600 mm | | | 0034 729-51875 0.500 m2 | 965.22000 482.61| 250.00000 125.00| 2000.00000 1000.00 CONCRETE, A, PATCHING | | | 0035 730-02628 9.000 EACH| 266.23000 2396.07| 300.00000 2700.00| 370.00000 3330.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0036 730-03476 2.000 EACH| 461.76000 923.52| 520.00000 1040.00| 659.00000 1318.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0037 730-03584 4.000 EACH| 342.99000 1371.96| 400.00000 1600.00| 487.00000 1948.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0038 801-06640 105.000 EACH| 100.70000 10573.50| 95.00000 9975.00| 100.00000 10500.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 48506.20000 48506.20| 68500.00000 68500.00| 23000.00000 23000.00 MAINTAINING TRAFFIC | | | 0041 802-94715 LUMP| 2014.00000 2014.00| 1900.00000 1900.00| 1200.00000 1200.00 SIGNS, SHEET, REMOVE AND RESET | | | 0042 715-05048 30.000 m | 33.04000 991.20| 17.00000 510.00| 0.00000 0.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 718-52610 50.000 m3 | 40.94000 2047.00| 22.00000 1100.00| 0.00000 0.00 AGGREGATE FOR UNDERDRAINS | | | SECTION TOTALS | $ 599,980.92| $ 637,612.50| $ 659,421.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 599,980.92| $ 637,612.50| $ 659,421.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,378.80 ROUTE : N US 231, N SR 66 CALL ORDER : 190 CONTRACT ID : R -24193-A COUNTIES : SPENCER WARRICK LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0821499 | |AMERICAN CONTRACTING & SERVI|DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 110-01001 LUMP| 41000.00000 41000.00| 36516.80000 36516.80| MOBILIZATION AND DEMOBILIZATION | | | 0002 201-01015 LUMP| 20000.00000 20000.00| 26250.00000 26250.00| CLEARING AND GRUBBING | | | 0003 202-02241 763.500 m | 20.50000 15651.75| 20.00000 15270.00| GUARDRAIL, REMOVE | | | 0004 203-02070 1502.000 m3 | 50.00000 75100.00| 26.25000 39427.50| BORROW | | | 0005 203-02080 1.735 km | 20000.00000 34700.00| 13650.00000 23682.75| LINEAR GRADING | | | 0006 205-02224 750.000 m | 7.00000 5250.00| 6.88000 5160.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02229 40.000 m | 14.00000 560.00| 14.33000 573.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-02234 58.000 EACH| 90.00000 5220.00| 89.25000 5176.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 211-02060 162.200 m3 | 45.00000 7299.00| 31.50000 5109.30| B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 1889.000 Mg | 57.00000 107673.00| 31.50000 59503.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 601-01625 1.000 EACH| 1300.00000 1300.00| 1203.16000 1203.16| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0012 601-01700 17.000 EACH| 1600.00000 27200.00| 1542.47000 26221.99| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0013 601-01740 1.000 EACH| 1600.00000 1600.00| 1542.47000 1542.47| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0014 601-02636 7.620 m | 68.00000 518.16| 66.00000 502.92| GUARDRAIL, W BEAM, NESTED | | | 0015 601-03130 6.000 EACH| 600.00000 3600.00| 575.55000 3453.30| GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0016 601-04150 37.200 m | 250.00000 9300.00| 223.00000 8295.60| GUARDRAIL, THRIE BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,378.80 ROUTE : N US 231, N SR 66 CALL ORDER : 190 CONTRACT ID : R -24193-A COUNTIES : SPENCER WARRICK LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0821499 | |AMERICAN CONTRACTING & SERVI|DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 601-06035 10.000 m | 55.00000 550.00| 53.66000 536.60| GUARDRAIL, RESET | | | 0018 601-94689 45.000 EACH| 3150.00000 141750.00| 3093.78000 139220.10| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 2100.00000 2100.00| 1980.00000 1980.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 489.000 m | 41.00000 20049.00| 38.50000 18826.50| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99133 63.000 EACH| 160.00000 10080.00| 148.97000 9385.11| GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0022 611-95023 12.000 EACH| 230.00000 2760.00| 146.49000 1757.88| MAILBOX ASSEMBLY, RESET | | | 0023 616-02320 2920.000 m2 | 4.00000 11680.00| 2.10000 6132.00| GEOTEXTILES | | | 0024 616-06405 68.000 Mg | 29.00000 1972.00| 42.00000 2856.00| RIPRAP, REVETMENT | | | 0025 616-06451 3885.000 Mg | 29.00000 112665.00| 47.25000 183566.25| RIPRAP, UNIFORM | | | 0026 621-01004 2.000 EACH| 675.00000 1350.00| 682.50000 1365.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 9040.000 m2 | 0.42000 3796.80| 0.42000 3796.80| MULCHED SEEDING, R | | | 0028 715-05169 360.000 m | 60.00000 21600.00| 76.65000 27594.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0029 715-05171 160.000 m | 65.00000 10400.00| 84.00000 13440.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0030 715-05173 80.000 m | 85.00000 6800.00| 99.75000 7980.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0031 715-46005 9.000 EACH| 350.00000 3150.00| 315.00000 2835.00| PIPE END SECTION, 375 mm | | | 0032 715-46010 4.000 EACH| 375.00000 1500.00| 346.50000 1386.00| PIPE END SECTION, 450 mm | | | 0033 715-46020 2.000 EACH| 425.00000 850.00| 420.00000 840.00| PIPE END SECTION, 600 mm | | | 0034 729-51875 0.500 m2 | 1800.00000 900.00| 472.50000 236.25| CONCRETE, A, PATCHING | | | 0035 730-02628 9.000 EACH| 450.00000 4050.00| 420.00000 3780.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0036 730-03476 2.000 EACH| 700.00000 1400.00| 735.00000 1470.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,378.80 ROUTE : N US 231, N SR 66 CALL ORDER : 190 CONTRACT ID : R -24193-A COUNTIES : SPENCER WARRICK LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0821499 | |AMERICAN CONTRACTING & SERVI|DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 730-03584 4.000 EACH| 550.00000 2200.00| 525.00000 2100.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0038 801-06640 105.000 EACH| 100.00000 10500.00| 99.75000 10473.75| CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 90000.00000 90000.00| 127299.60000 127299.60| MAINTAINING TRAFFIC | | | 0041 802-94715 LUMP| 225.00000 225.00| 200.00000 200.00| SIGNS, SHEET, REMOVE AND RESET | | | 0042 715-05048 30.000 m | 25.00000 750.00| 19.95000 598.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 718-52610 50.000 m3 | 45.00000 2250.00| 30.45000 1522.50| AGGREGATE FOR UNDERDRAINS | | | SECTION TOTALS | $ 821,299.71| $ 829,066.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 821,299.71| $ 829,066.83| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,965,539.18 ROUTE : I-65 CALL ORDER : 200 CONTRACT ID : R -24330-A COUNTIES : LAKE LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0658130 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 31,821,929.59 100.0000% 2 99-9992907 RIETH RILEY/SUPERIOR JOINT VENTURE $ 34,444,444.43 108.2412% ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTRUCTION CO. OF IL|RIETH RILEY/SUPERIOR JOINT V| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES- DESIGN/BUILD | | | 0001 104-05404 LUMP|31821929.59000 31821929.59|34444444.43000 34444444.43| DESIGN/BUILD | | | SECTION TOTALS | $ 31,821,929.59| $ 34,444,444.43| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,821,929.59| $ 34,444,444.43| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 210 CONTRACT ID : R -24425-A COUNTIES : MARION LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 299,130.57 100.0000% 2 99-9990885 GLENROY CONSTRUCTION COMPANY $ 360,000.00 120.3487% 3 35-1479719 MILLER & SONS MASONRY, INC. $ 496,253.00 165.8984% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 220 CONTRACT ID : R -24434-A COUNTIES : FLOYD LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE031 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 835,532.78 100.0000% 2 35-1948310 K & I CONSTRUCTION, LLC $ 844,036.62 101.0177% 3 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 928,043.40 111.0720% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 995,225.40 119.1126% 5 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,030,464.61 123.3302% 6 35-1636776 LINKEL COMPANY $ 1,227,420.00 146.9026% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,372.10 ROUTE : 69 CALL ORDER : 230 CONTRACT ID : R -24531-A COUNTIES : MADISON LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0691100 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 291,037.75 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 322,627.11 110.8540% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 328,653.00 112.9245% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 442,670.37 152.1006% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0999231 |(3) 35-0918397 |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 105-06790 4.000 MOS | 2200.00000 8800.00| 2000.00000 8000.00| 2460.00000 9840.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2200.00000 2200.00| 10000.00000 10000.00| 4300.00000 4300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 16000.00000 16000.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 305-05204 272.000 Mg | 80.00000 21760.00| 84.00000 22848.00| 136.00000 36992.00 HMA FOR PATCHING | | | 0005 305-05207 0.300 Mg | 25000.00000 7500.00| 15750.00000 4725.00| 24000.00000 7200.00 CRACKS AND JOINTS IN HMA PAVEMENT, SEAL | | | 0006 406-05520 1.000 Mg | 250.00000 250.00| 262.50000 262.50| 150.00000 150.00 ASPHALT FOR TACK COAT | | | 0007 506-06333 1192.600 m2 | 85.00000 101371.00| 90.00000 107334.00| 80.00000 95408.00 PCCP PATCHING, FULL DEPTH | | | 0008 801-06046 1100.000 m | 4.50000 4950.00| 4.52000 4972.00| 4.00000 4400.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm | | | 0009 801-06198 40.000 DAY | 300.00000 12000.00| 250.00000 10000.00| 410.00000 16400.00 PATROLLER | | | 0010 801-06640 14.000 EACH| 75.00000 1050.00| 150.00000 2100.00| 50.00000 700.00 CONSTRUCTION SIGN, A | | | 0011 801-06710 80.000 DAY | 16.00000 1280.00| 16.80000 1344.00| 18.00000 1440.00 FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 25000.00000 25000.00| 42000.00000 42000.00| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | 0013 808-06702 1380.000 m | 1.65000 2277.00| 1.73000 2387.40| 1.80000 2484.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,372.10 ROUTE : 69 CALL ORDER : 230 CONTRACT ID : R -24531-A COUNTIES : MADISON LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0999231 |(3) 35-0918397 |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75061 160.000 m | 5.25000 840.00| 5.25000 840.00| 5.50000 880.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0015 808-75996 50.000 EACH| 16.00000 800.00| 1.67000 83.50| 6.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 50.000 EACH| 45.00000 2250.00| 59.75000 2987.50| 50.00000 2500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0017 501-05240 143.000 m | 18.25000 2609.75| 32.47000 4643.21| 33.00000 4719.00 CONTRACTION JOINT, D1 | | | 0019 210-06317 821.000 m2 | 100.00000 82100.00| 100.00000 82100.00| 140.00000 114940.00 PATCH ,PCCP PATCHING BASE | | | SECTION TOTALS | $ 291,037.75| $ 322,627.11| $ 328,653.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 291,037.75| $ 322,627.11| $ 328,653.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,372.10 ROUTE : 69 CALL ORDER : 230 CONTRACT ID : R -24531-A COUNTIES : MADISON LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 105-06790 4.000 MOS | 1651.28000 6605.12| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3302.56000 3302.56| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21844.84000 21844.84| | MOBILIZATION AND DEMOBILIZATION | | | 0004 305-05204 272.000 Mg | 126.73000 34470.56| | HMA FOR PATCHING | | | 0005 305-05207 0.300 Mg | 25917.41000 7775.22| | CRACKS AND JOINTS IN HMA PAVEMENT, SEAL | | | 0006 406-05520 1.000 Mg | 294.52000 294.52| | ASPHALT FOR TACK COAT | | | 0007 506-06333 1192.600 m2 | 100.00000 119260.00| | PCCP PATCHING, FULL DEPTH | | | 0008 801-06046 1100.000 m | 6.89000 7579.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm | | | 0009 801-06198 40.000 DAY | 912.10000 36484.00| | PATROLLER | | | 0010 801-06640 14.000 EACH| 53.01000 742.14| | CONSTRUCTION SIGN, A | | | 0011 801-06710 80.000 DAY | 18.85000 1508.00| | FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 21406.78000 21406.78| | MAINTAINING TRAFFIC | | | 0013 808-06702 1380.000 m | 1.94000 2677.20| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0014 808-75061 160.000 m | 6.18000 988.80| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0015 808-75996 50.000 EACH| 14.14000 707.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 50.000 EACH| 106.03000 5301.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0017 501-05240 143.000 m | 68.57000 9805.51| | CONTRACTION JOINT, D1 | | | 0019 210-06317 821.000 m2 | 197.22000 161917.62| | PATCH ,PCCP PATCHING BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,372.10 ROUTE : 69 CALL ORDER : 230 CONTRACT ID : R -24531-A COUNTIES : MADISON LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 442,670.37| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 442,670.37| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 420,332.20 ROUTE : CALL ORDER : 240 CONTRACT ID : R -24728-A COUNTIES : LAPORTE LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 406,469.92 100.0000% 2 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 483,296.42 118.9009% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 | |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1100.00000 3300.00| 1500.00000 4500.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 24164.00000 24164.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 223.000 m | 12.75000 2843.25| 9.40000 2096.20| GUARDRAIL, REMOVE | | | 0004 202-60820 3110.000 m2 | 2.80000 8708.00| 5.00000 15550.00| SURFACE MILLING, ASPHALT | | | 0005 202-74045 41.000 EACH| 50.00000 2050.00| 50.00000 2050.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0006 203-02000 25.000 m3 | 50.00000 1250.00| 34.00000 850.00| EXCAVATION, COMMON | | | 0007 303-52309 1950.000 Mg | 13.50000 26325.00| 18.25000 35587.50| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 805.000 Mg | 69.00000 55545.00| 63.00000 50715.00| HMA FOR PATCHING | | | 0009 401-05455 4290.000 Mg | 26.50000 113685.00| 31.10000 133419.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0010 401-05456 2950.000 Mg | 29.50000 87025.00| 36.35000 107232.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05495 55.000 Mg | 60.00000 3300.00| 41.40000 2277.00| HMA WEDGE AND LEVEL | | | 0012 406-05520 21.000 Mg | 300.00000 6300.00| 480.00000 10080.00| ASPHALT FOR TACK COAT | | | 0013 601-06037 2.000 EACH| 575.00000 1150.00| 551.00000 1102.00| GUARDRAIL END TREATMENT, I | | | 0014 601-99105 223.000 m | 34.75000 7749.25| 36.50000 8139.50| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 610-05527 360.000 Mg | 70.00000 25200.00| 41.40000 14904.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 420,332.20 ROUTE : CALL ORDER : 240 CONTRACT ID : R -24728-A COUNTIES : LAPORTE LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 | |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 611-06497 7.000 EACH| 170.00000 1190.00| 102.00000 714.00| MAILBOX ASSEMBLY, SINGLE | | | 0017 611-06498 4.000 EACH| 220.00000 880.00| 136.00000 544.00| MAILBOX ASSEMBLY, DOUBLE | | | 0018 611-95023 14.000 EACH| 155.00000 2170.00| 140.00000 1960.00| MAILBOX ASSEMBLY, RESET | | | 0019 615-06525 3.000 EACH| 374.90000 1124.70| 375.00000 1125.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0020 801-06203 8070.000 m | 0.50000 4035.00| 1.00000 8070.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0021 801-06216 15.000 m | 1.20000 18.00| 20.00000 300.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0022 801-06640 17.000 EACH| 73.00000 1241.00| 73.00000 1241.00| CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 10000.00000 10000.00| 30295.00000 30295.00| MAINTAINING TRAFFIC | | | 0024 802-02489 129.000 m | 39.36000 5077.44| 39.36000 5077.44| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0025 802-76025 14.000 m2 | 135.00000 1890.00| 135.00000 1890.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0026 802-76035 5.400 m2 | 137.00000 739.80| 137.00000 739.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0027 805-02327 3.000 EACH| 200.00000 600.00| 200.00000 600.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0028 805-02328 108.000 m | 1.00000 108.00| 1.00000 108.00| SIGNAL CABLE, 1C 14GA. | | | 0029 805-78795 37.500 m | 30.00000 1125.00| 30.00000 1125.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0030 808-04298 2.000 EACH| 355.00000 710.00| 355.00000 710.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0031 808-06703 11265.000 m | 0.82000 9237.30| 0.82000 9237.30| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0032 808-75240 572.000 m | 0.82000 469.04| 0.82000 469.04| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0033 808-75245 7452.000 m | 0.82000 6110.64| 0.82000 6110.64| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 420,332.20 ROUTE : CALL ORDER : 240 CONTRACT ID : R -24728-A COUNTIES : LAPORTE LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 | |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75297 19.000 m | 16.50000 313.50| 16.50000 313.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 406,469.92| $ 483,296.42| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 406,469.92| $ 483,296.42| ====================================================================================================================================