INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,958.40 ROUTE : CALL ORDER : 100 CONTRACT ID : R -23724-B COUNTIES : STARKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/20/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : HIST008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0461550 LARSON-DANIELSON CONSTRUCTION COMPANY, INC. $ 661,653.17 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 725,838.16 109.7007% ==================================================================================================================================== |(1) 35-0461550 |(2) 35-1339168 | |LARSON-DANIELSON CONSTRUCTIO|LAPORTE CONSTRUCTION COMPANY| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HISTORICAL SITE PRESERVATION | | | 0001 105-01925 6.000 MOS | 1316.75000 7900.50| 1442.56000 8655.36| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 36980.71000 36980.71| 8450.78000 8450.78| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30418.76000 30418.76| 43608.45000 43608.45| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28251.78000 28251.78| 47514.52000 47514.52| CLEARING RIGHT OF WAY | | | 0005 203-02000 1062.120 m3 | 33.41000 35485.43| 28.60000 30376.63| EXCAVATION, COMMON | | | 0006 205-02224 317.000 m | 6.21000 1968.57| 5.60000 1775.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02234 2.000 EACH| 94.27000 188.54| 85.00000 170.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0008 205-02582 400.000 m2 | 2.77000 1108.00| 2.50000 1000.00| EROSION CONTROL BLANKET, STRAW MAT | | | 0009 211-02060 165.080 m3 | 24.35000 4019.70| 55.40000 9145.43| B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 1379.300 Mg | 19.51000 26910.14| 13.70000 18896.41| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 402-05468 663.800 Mg | 43.14000 28636.33| 38.90000 25821.82| HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05477 287.800 Mg | 52.12000 15000.14| 47.00000 13526.60| HMA SURFACE 9.5 mm, MAINLINE | | | 0013 405-05517 8.500 Mg | 382.61000 3252.19| 345.00000 2932.50| ASPHALT FOR PRIME COAT | | | 0014 406-05520 1.300 Mg | 482.84000 627.69| 435.00000 565.50| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 100 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,958.40 ROUTE : CALL ORDER : 100 CONTRACT ID : R -23724-B COUNTIES : STARKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0461550 |(2) 35-1339168 | |LARSON-DANIELSON CONSTRUCTIO|LAPORTE CONSTRUCTION COMPANY| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-95434 221.000 m | 304.98000 67400.58| 275.00000 60775.00| HANDRAIL, STEEL PIPE, 37.5 mm | | | 0016 604-01920 144.000 m2 | 70.31000 10124.64| 59.26000 8533.44| CONCRETE PAVERS | | | 0017 604-02019 156.000 m | 109.66000 17106.96| 131.90000 20576.40| EDGE RESTRAINTS FOR PAVERS | | | 0018 604-06070 86.700 m2 | 46.06000 3993.40| 80.55000 6983.69| SIDEWALK, CONCRETE | | | 0019 605-04742 LUMP| 81347.37000 81347.37| 95340.70000 95340.70| WALL ENTRY - FIELDSTONE | | | 0020 611-03864 1.000 EACH| 1616.92000 1616.92| 2052.41000 2052.41| BICYCLE RACK | | | 0021 611-05332 487.700 m2 | 38.20000 18630.14| 82.99000 40474.22| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0022 615-06496 20.000 EACH| 59.39000 1187.80| 119.75000 2395.00| PARKING BARRIER | | | 0023 616-06405 41.390 Mg | 93.78000 3881.55| 95.21000 3940.74| RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 1109.00000 1109.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06545 1.300 Mg | 1156.13000 1502.97| 695.00000 903.50| FERTILIZER | | | 0026 621-06553 269.600 kg | 15.39000 4149.14| 9.25000 2493.80| SEED MIXTURE, R | | | 0027 621-06565 6.340 Mg | 886.65000 5621.36| 533.00000 3379.22| MULCHING MATERIAL | | | 0028 621-06567 246.700 kL | 1.11000 273.84| 1.00000 246.70| WATER | | | 0029 621-06570 71.100 m3 | 21.84000 1552.82| 17.14000 1218.65| TOP SOIL | | | 0030 622-05626 14.000 EACH| 399.24000 5589.36| 360.00000 5040.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0031 622-05650 15.000 EACH| 349.34000 5240.10| 315.00000 4725.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0032 622-05651 14.000 EACH| 576.68000 8073.52| 520.00000 7280.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0033 701-44245 2542.200 kg | 2.13000 5414.89| 1.84000 4677.65| REINFORCING STEEL FOR STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 100 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,958.40 ROUTE : CALL ORDER : 100 CONTRACT ID : R -23724-B COUNTIES : STARKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0461550 |(2) 35-1339168 | |LARSON-DANIELSON CONSTRUCTIO|LAPORTE CONSTRUCTION COMPANY| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 711-02556 LUMP| 105683.26000 105683.26| 132202.00000 132202.00| DEPOT BUILDING RESTORATION | | | 0035 714-02802 70.000 m2 | 261.41000 18298.70| 412.62000 28883.40| RETAINING WALL, PRECAST CONCRETE UNITS | | | 0036 714-04104 37.300 m | 55.45000 2068.29| 42.88000 1599.42| RETAINING WALL, PRECAST CONCRETE CAPS | | | 0037 715-05168 15.160 m | 58.52000 887.16| 152.31000 2309.02| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0038 715-44240 74.200 m3 | 689.42000 51154.96| 793.09000 58847.28| CONCRETE, A, STRUCTURES | | | 0039 715-46000 4.000 EACH| 72.09000 288.36| 351.37000 1405.48| PIPE END SECTION, 300 mm | | | 0040 720-44000 2.000 EACH| 332.70000 665.40| 551.25000 1102.50| CASTING, ADJUST TO GRADE | | | 0041 801-06640 6.000 EACH| 72.09000 432.54| 77.00000 462.00| CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 8490.50000 8490.50| 5621.00000 5621.00| MAINTAINING TRAFFIC | | | 0043 802-03896 32.000 EACH| 202.74000 6487.68| 225.00000 7200.00| BOLLARD , METAL | | | 0044 802-03896 3.000 EACH| 453.95000 1361.85| 386.00000 1158.00| BOLLARD , REMOVABLE | | | 0045 802-76020 0.140 m2 | 400.51000 56.07| 111.36000 15.59| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0046 802-76055 4.000 m | 30.35000 121.40| 8.10000 32.40| SIGN POST, A | | | 0047 808-06703 108.000 m | 3.68000 397.44| 1.25000 135.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-75300 69.000 m | 5.52000 380.88| 2.75000 189.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0049 808-97664 2.000 EACH| 156.92000 313.84| 350.00000 700.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 661,653.17| $ 725,838.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 661,653.17| $ 725,838.16| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,156.27 ROUTE : SR 32/SR 38 CALL ORDER : 110 CONTRACT ID : R -23895-B COUNTIES : HAMILTON LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/12/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0885(00K) 0885(00E) 0885(00V) OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,659,635.92 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-01925 8.000 MOS | 3412.05000 27296.40| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 31118.19000 31118.19| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 80000.00000 80000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02245 2.000 EACH| 317.82000 635.64| | TREE, 150 mm, REMOVE | | | 0006 202-02250 2.000 EACH| 370.79000 741.58| | TREE, 250 mm, REMOVE | | | 0007 202-02255 8.000 EACH| 423.76000 3390.08| | TREE, 460 mm, REMOVE | | | 0008 202-02260 7.000 EACH| 529.70000 3707.90| | TREE, 760 mm, REMOVE | | | 0009 202-60820 740.400 m2 | 7.42000 5493.77| | SURFACE MILLING, ASPHALT | | | 0010 202-85996 5.000 EACH| 540.30000 2701.50| | LIGHT STANDARD AND MAST ARM, REMOVE | | | 0011 202-95579 1.000 EACH| 190.70000 190.70| | SERVICE POINT, REMOVE | | | 0012 203-02000 7886.000 m3 | 6.50000 51259.00| | EXCAVATION, COMMON | | | 0013 203-02045 2142.900 m3 | 10.00000 21429.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 203-02070 1795.000 m3 | 12.00000 21540.00| | BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,156.27 ROUTE : SR 32/SR 38 CALL ORDER : 110 CONTRACT ID : R -23895-B COUNTIES : HAMILTON LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-91878 522.000 m | 14.49000 7563.78| | LINEAR DITCH GRADING | | | 0016 205-02224 365.800 m | 5.91000 2161.88| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 786.500 m | 8.74000 6874.01| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 206-93520 158.000 m2 | 151.59000 23951.22| | TEMPORARY SHEET PILING | | | 0019 211-02060 446.000 m3 | 24.48000 10918.08| | B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 4196.100 Mg | 20.49000 85978.09| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 303-60905 159.000 Mg | 20.15000 3203.85| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0022 303-60910 95.800 Mg | 26.97000 2583.73| | COMPACTED AGGREGATE FOR SURFACE, 0 , | | | SIZE NO. 73 | | | 0023 305-05204 270.000 Mg | 104.62000 28247.40| | HMA FOR PATCHING | | | 0024 401-05437 2053.400 Mg | 38.99000 80062.07| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 3031.000 Mg | 38.56000 116875.36| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 1093.300 Mg | 53.66000 58666.48| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 401-05459 715.200 Mg | 39.36000 28150.27| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0028 402-05470 666.700 Mg | 35.70000 23801.19| | HMA BASE C25.0 mm, MAINLINE | | | 0029 402-05495 50.000 Mg | 56.25000 2812.50| | HMA WEDGE AND LEVEL | | | 0030 404-05511 3973.000 m2 | 1.27000 5045.71| | SEAL COAT, 2 | | | 0031 404-05514 71.000 m2 | 2.65000 188.15| | SEAL COAT, 5 | | | 0032 405-05517 76.900 Mg | 317.82000 24440.36| | ASPHALT FOR PRIME COAT | | | 0033 406-05520 13.160 Mg | 185.40000 2439.86| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,156.27 ROUTE : SR 32/SR 38 CALL ORDER : 110 CONTRACT ID : R -23895-B COUNTIES : HAMILTON LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 501-02400 LUMP| 3178.22000 3178.22| | PROFILOGRAPH | | | 0035 601-04746 4.000 EACH| 6886.15000 27544.60| | ENERGY ABSORBING TERMINAL, CZ | | | 0036 601-06037 4.000 EACH| 556.19000 2224.76| | GUARDRAIL END TREATMENT, I | | | 0037 601-99105 285.800 m | 31.46000 8991.27| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06646 550.000 m | 72.10000 39655.00| | TEMPORARY CONCRETE BARRIER | | | 0039 610-05527 2449.000 Mg | 54.24000 132833.76| | HMA FOR APPROACHES | | | 0040 615-06490 35.000 EACH| 107.00000 3745.00| | RIGHT OF WAY MARKER | | | 0041 615-06505 16.000 EACH| 323.12000 5169.92| | MONUMENT, B | | | 0042 615-06510 1.000 EACH| 333.71000 333.71| | MONUMENT, C | | | 0043 615-06530 1.000 EACH| 418.47000 418.47| | POST, BENCHMARK | | | 0044 616-02320 1862.400 m2 | 1.90000 3538.56| | GEOTEXTILES | | | 0045 616-06405 783.200 Mg | 23.71000 18569.67| | RIPRAP, REVETMENT | | | 0046 621-01004 4.000 EACH| 582.68000 2330.72| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01371 120.400 kg | 12.61000 1518.24| | SEED MIXTURE, LEGUME, 2 | | | 0048 621-06545 1.900 Mg | 605.98000 1151.36| | FERTILIZER | | | 0049 621-06553 391.800 kg | 8.21000 3216.68| | SEED MIXTURE, R | | | 0050 621-06557 12.300 kg | 19.07000 234.56| | SEED MIXTURE, T | | | 0051 621-06565 9.610 Mg | 466.14000 4479.61| | MULCHING MATERIAL | | | 0052 621-06567 73.400 kL | 0.58000 42.57| | WATER | | | 0053 621-06574 3388.100 m2 | 3.28000 11112.97| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,156.27 ROUTE : SR 32/SR 38 CALL ORDER : 110 CONTRACT ID : R -23895-B COUNTIES : HAMILTON LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06575 665.600 m2 | 3.28000 2183.17| | SODDING, NURSERY | | | 0055 622-52436 5.000 EACH| 26.49000 132.45| | SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 525.000 EACH| 8.48000 4452.00| | SEEDLING | | | 0057 701-90976 8410.000 kg | 2.79000 23463.90| | REINFORCING STEEL, GRADE 60 | | | 0058 702-51015 106.800 m3 | 301.29000 32177.77| | CONCRETE, B, FOOTINGS | | | 0059 702-94139 39.000 m3 | 659.68000 25727.52| | CONCRETE, A, ABOVE FOOTINGS | | | 0060 714-02930 1.000 EACH| 5447.37000 5447.37| | HEADWALL , TEMPORARY | | | 0061 714-04875 12.000 m | 1242.73000 14912.76| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, , 2100 mm X 900 mm | | | 0062 714-04875 26.000 m | 5416.90000 140839.40| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, , 6100 mm X 1800 mm | | | 0063 714-26702 33.300 m | 875.53000 29155.15| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0064 714-26708 36.000 m | 1140.07000 41042.52| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0065 715-05021 59.500 m | 72.78000 4330.41| | PIPE, TYPE 3, CIRCULAR, 375 mm REINF. | | | CONCRETE | | | 0066 715-05048 1236.000 m | 13.77000 17019.72| | PIPE, TYPE 4, CIRCULAR, 150 mm FOR | | | UNDERDRAIN | | | 0067 715-05053 49.000 m | 38.14000 1868.86| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0068 715-05054 28.000 m | 58.27000 1631.56| | PIPE, UNDERDRAIN OUTLET, 200 mm | | | 0069 715-05123 29.200 m | 343.10000 10018.52| | PIPE, TYPE 1, CIRCULAR, 600 mm REINF. | | | CONCRETE | | | 0070 715-46005 2.000 EACH| 246.89000 493.78| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,156.27 ROUTE : SR 32/SR 38 CALL ORDER : 110 CONTRACT ID : R -23895-B COUNTIES : HAMILTON LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 718-04881 11.000 EACH| 243.66000 2680.26| | OUTLET PROTECTOR, B | | | 0072 718-94889 193.500 m3 | 45.55000 8813.93| | AGGREGATE FOR UNDERDRAINS, 8 | | | 0073 730-03475 2.000 EACH| 344.38000 688.76| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0074 730-03476 2.000 EACH| 672.87000 1345.74| | SAFETY METAL END SECTION, 4:1, 600 mm | | | 0075 730-04493 2.000 EACH| 11870.29000 23740.58| | GRATED BOX END SECTION, II, 4:1, | | | MODIFIED 1800 x 900 mm | | | 0076 730-04493 2.000 EACH| 13208.98000 26417.96| | GRATED BOX END SECTION, II, 4:1, | | | MODIFIED 2400 x 1200 mm | | | 0077 801-06605 2.000 EACH| 95.35000 190.70| | BARRICADE, IIIA | | | 0078 801-06640 16.000 EACH| 79.46000 1271.36| | CONSTRUCTION SIGN, A | | | 0079 801-06643 728.000 m | 5.14000 3741.92| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0080 801-06644 728.000 m | 5.14000 3741.92| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0081 801-06645 32.000 EACH| 37.08000 1186.56| | CONSTRUCTION SIGN, B | | | 0082 801-06775 LUMP| 52000.00000 52000.00| | MAINTAINING TRAFFIC | | | 0083 801-95932 LUMP| 80527.19000 80527.19| | TEMPORARY APPROACHES | | | 0084 802-05701 18.800 m | 33.69000 633.37| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0085 802-05702 40.000 m | 27.01000 1080.40| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0086 802-05706 45.400 m | 29.35000 1332.49| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0087 802-76025 10.250 m2 | 248.96000 2551.84| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,156.27 ROUTE : SR 32/SR 38 CALL ORDER : 110 CONTRACT ID : R -23895-B COUNTIES : HAMILTON LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 802-76045 6.750 m2 | 118.65000 800.89| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0089 805-06592 76.000 m | 29.54000 2245.04| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0090 805-86805 1.000 EACH| 1440.80000 1440.80| | SERVICE POINT, I | | | 0091 805-86820 6.000 EACH| 752.18000 4513.08| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0092 805-86889 215.000 m | 1.38000 296.70| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0093 805-86910 6.000 EACH| 29.66000 177.96| | CONNECTOR KIT, UNFUSED | | | 0094 805-86915 6.000 EACH| 29.66000 177.96| | CONNECTOR KIT, FUSED | | | 0095 805-86920 12.000 EACH| 12.71000 152.52| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0096 805-86925 4.000 EACH| 32.21000 128.84| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0097 805-86930 12.000 EACH| 12.50000 150.00| | INSULATING LINK, NOT WATERPROOFED | | | 0098 805-86935 4.000 EACH| 32.21000 128.84| | INSULATING LINK, WATERPROOFED | | | 0099 805-86955 3.000 EACH| 75.22000 225.66| | CABLE DUCT MARKER | | | 0100 805-98335 415.000 m | 13.67000 5673.05| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0101 805-98336 15.000 m | 12.61000 189.15| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0102 807-78590 4.000 EACH| 498.98000 1995.92| | HANDHOLE | | | 0103 807-84804 1.000 EACH| 1454.57000 1454.57| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0104 807-86620 6.000 EACH| 226.71000 1360.26| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 110 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,156.27 ROUTE : SR 32/SR 38 CALL ORDER : 110 CONTRACT ID : R -23895-B COUNTIES : HAMILTON LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 808-06701 2405.000 m | 0.97000 2332.85| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm EDGELINE (7.4 m LINE, 0.3 m GAP) | | | 0106 808-06713 1044.000 m | 0.35000 365.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0107 808-06714 1044.000 m | 0.35000 365.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0108 808-75240 349.000 m | 0.97000 338.53| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0109 808-75245 1670.000 m | 0.97000 1619.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0110 808-75297 24.000 m | 14.14000 339.36| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0111 808-75998 80.000 EACH| 32.05000 2564.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,659,635.92| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,659,635.92| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 252,246.46 ROUTE : SR 51 CALL ORDER : 120 CONTRACT ID : R -23897-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N610001 N610001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 220,950.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 240,613.10 108.8993% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 | |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 5.000 MOS | 1400.00000 7000.00| 2025.00000 10125.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9750.00000 9750.00| 3700.00000 3700.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11047.25000 11047.25| 11700.00000 11700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 2.000 EACH| 200.00000 400.00| 915.00000 1830.00| HEADWALL, REMOVE | | | 0005 202-02278 27.300 m | 15.00000 409.50| 39.00000 1064.70| CURB, CONCRETE, REMOVE | | | 0006 202-60820 3335.000 m2 | 1.95000 6503.25| 1.30000 4335.50| SURFACE MILLING, ASPHALT | | | 0007 203-02000 967.000 m3 | 14.95000 14456.65| 22.25000 21515.75| EXCAVATION, COMMON | | | 0008 205-02224 286.000 m | 5.75000 1644.50| 5.90000 1687.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 55.000 m | 59.00000 3245.00| 10.00000 550.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-02234 4.000 EACH| 85.00000 340.00| 87.50000 350.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 1.000 EACH| 85.00000 85.00| 87.50000 87.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 205-02237 2.000 EACH| 50.00000 100.00| 51.50000 103.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 252,246.46 ROUTE : SR 51 CALL ORDER : 120 CONTRACT ID : R -23897-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 | |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 26.000 m3 | 25.00000 650.00| 13.25000 344.50| B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 970.200 Mg | 15.00000 14553.00| 17.50000 16978.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 373.000 Mg | 35.00000 13055.00| 31.50000 11749.50| HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 95.400 Mg | 50.00000 4770.00| 42.75000 4078.35| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 491.200 Mg | 37.60000 18469.12| 39.00000 19156.80| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 332.200 Mg | 39.00000 12955.80| 37.35000 12407.67| HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05487 23.700 Mg | 50.00000 1185.00| 55.40000 1312.98| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0020 402-05490 10.700 Mg | 37.60000 402.32| 84.85000 907.90| HMA SURFACE 9.5 mm, SHOULDER | | | 0021 402-05495 245.000 Mg | 37.60000 9212.00| 45.25000 11086.25| HMA WEDGE AND LEVEL | | | 0022 405-05518 1316.000 m2 | 1.00000 1316.00| 0.70000 921.20| ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.100 Mg | 890.00000 1869.00| 545.00000 1144.50| ASPHALT FOR TACK COAT | | | 0024 407-04348 1095.000 m2 | 3.00000 3285.00| 2.25000 2463.75| SEAL COAT, 2 | | | 0025 605-06120 26.400 m | 60.00000 1584.00| 59.00000 1557.60| CURB, CONCRETE | | | 0026 605-52807 21.500 m | 60.00000 1290.00| 66.00000 1419.00| CURB AND GUTTER, COMBINED | | | 0027 607-06175 4.200 m | 60.00000 252.00| 116.00000 487.20| GUTTER, CONCRETE , MODIFIED | | | 0028 610-05527 53.300 Mg | 87.50000 4663.75| 62.50000 3331.25| HMA FOR APPROACHES | | | 0029 611-05330 88.000 m2 | 33.75000 2970.00| 58.25000 5126.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 611-06497 1.000 EACH| 100.00000 100.00| 250.00000 250.00| MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 10.000 EACH| 150.00000 1500.00| 250.00000 2500.00| RIGHT OF WAY MARKER | | | 0032 615-06500 3.000 EACH| 300.00000 900.00| 250.00000 750.00| MONUMENT, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 252,246.46 ROUTE : SR 51 CALL ORDER : 120 CONTRACT ID : R -23897-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 | |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06505 1.000 EACH| 300.00000 300.00| 250.00000 250.00| MONUMENT, B | | | 0034 621-06567 1.500 kL | 1.00000 1.50| 1.00000 1.50| WATER | | | 0035 621-06570 20.000 m3 | 70.00000 1400.00| 75.00000 1500.00| TOP SOIL | | | 0036 621-06574 300.000 m2 | 9.40000 2820.00| 9.70000 2910.00| SODDING | | | 0037 701-44245 25.000 kg | 12.00000 300.00| 125.00000 3125.00| REINFORCING STEEL FOR STRUCTURES | | | 0038 715-01662 27.000 m | 22.25000 600.75| 9.00000 243.00| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0039 715-05034 20.000 m | 250.00000 5000.00| 260.00000 5200.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0040 715-05168 8.500 m | 115.00000 977.50| 135.00000 1147.50| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0041 715-05595 11.200 m | 206.50000 2312.80| 195.00000 2184.00| PIPE EXTENSION, CIRCULAR, 375 mm FBBC, | | | CSP, W/BPI, 2.77mm | | | 0042 715-44240 0.900 m3 | 1150.00000 1035.00| 4275.00000 3847.50| CONCRETE, A, STRUCTURES | | | 0043 715-46000 2.000 EACH| 215.00000 430.00| 735.00000 1470.00| PIPE END SECTION, 300 mm | | | 0044 715-46005 2.000 EACH| 230.00000 460.00| 975.00000 1950.00| PIPE END SECTION, 375 mm | | | 0045 720-44000 1.000 EACH| 350.00000 350.00| 280.00000 280.00| CASTING, ADJUST TO GRADE | | | 0046 721-43005 2.000 EACH| 260.00000 520.00| 500.00000 1000.00| AUTOMATIC DRAINAGE GATE, 375 mm | | | 0047 730-05047 2.000 EACH| 475.00000 950.00| 1250.00000 2500.00| SAFETY METAL END SECTION, 4:1, 0.17 m2 | | | 0048 801-04308 4.000 EACH| 150.00000 600.00| 105.00000 420.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06640 8.000 EACH| 60.00000 480.00| 57.00000 456.00| CONSTRUCTION SIGN, A | | | 0050 801-06710 90.000 DAY | 18.00000 1620.00| 17.50000 1575.00| FLASHING ARROW SIGN | | | 0051 801-06775 LUMP| 5800.00000 5800.00| 9400.00000 9400.00| MAINTAINING TRAFFIC | | | 0052 802-05701 39.600 m | 44.00000 1742.40| 30.00000 1188.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 252,246.46 ROUTE : SR 51 CALL ORDER : 120 CONTRACT ID : R -23897-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 | |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 802-76025 7.625 m2 | 216.00000 1647.00| 138.00000 1052.25| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-96915 LUMP| 90.00000 90.00| 515.00000 515.00| SIGN, RELOCATE | | | 0055 805-01815 4.000 EACH| 1696.50000 6786.00| 2050.00000 8200.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0056 805-01842 2.000 EACH| 1400.00000 2800.00| 565.00000 1130.00| HANDHOLE, SIGNAL | | | 0057 805-01843 1.000 EACH| 253.00000 253.00| 255.00000 255.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0058 805-02087 LUMP| 450.00000 450.00| 1235.00000 1235.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0059 805-02503 298.000 m | 1.32000 393.36| 1.35000 402.30| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0060 805-02595 1.000 EACH| 160.00000 160.00| 515.00000 515.00| CONTROLLER, RESET TIMING | | | 0061 805-06592 94.000 m | 42.64000 4008.16| 30.40000 2857.60| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0062 805-78205 8.000 EACH| 392.00000 3136.00| 390.00000 3120.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0063 805-78415 4.000 EACH| 1263.00000 5052.00| 1030.00000 4120.00| SPAN, CATENARY, AND TETHER | | | 0064 805-78420 4.000 EACH| 199.00000 796.00| 309.00000 1236.00| DISCONNECT HANGER | | | 0065 805-78445 1.000 EACH| 441.00000 441.00| 460.00000 460.00| SIGNAL SERVICE | | | 0066 805-78467 16.000 m | 6.00000 96.00| 5.05000 80.80| SIGNAL CABLE, 3C 8GA. | | | 0067 805-78485 73.000 m | 3.44000 251.12| 3.05000 222.65| SIGNAL CABLE, 5C 14GA. | | | 0068 805-78490 148.000 m | 3.78000 559.44| 3.35000 495.80| SIGNAL CABLE, 7C 14GA. | | | 0069 805-78510 298.000 m | 2.00000 596.00| 2.05000 610.90| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0070 805-78785 2.000 EACH| 470.00000 940.00| 410.00000 820.00| SIGNAL DETECTOR HOUSING | | | 0071 805-78795 106.000 m | 24.60000 2607.60| 30.40000 3222.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 252,246.46 ROUTE : SR 51 CALL ORDER : 120 CONTRACT ID : R -23897-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 | |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 805-92504 3.000 EACH| 240.00000 720.00| 230.00000 690.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0073 805-94295 6.000 EACH| 210.00000 1260.00| 255.00000 1530.00| SIGNAL HEAD, RELOCATE | | | 0076 808-06701 75.000 m | 1.25000 93.75| 0.90000 67.50| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0077 808-06703 269.000 m | 1.25000 336.25| 0.90000 242.10| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0078 808-06713 969.000 m | 0.60000 581.40| 0.60000 581.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0079 808-75245 1072.000 m | 1.25000 1340.00| 0.90000 964.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75297 29.000 m | 9.85000 285.65| 17.00000 493.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0081 808-75320 6.000 EACH| 45.00000 270.00| 41.00000 246.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0082 808-75325 3.000 EACH| 50.00000 150.00| 66.00000 198.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0083 801-06643 500.000 m | 2.62000 1310.00| 2.70000 1350.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0084 801-06644 1289.000 m | 2.62000 3377.18| 2.70000 3480.30| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0085 805-79020 LUMP| 2500.00000 2500.00| 4550.00000 4550.00| TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | SECTION TOTALS | $ 220,950.00| $ 240,613.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,950.00| $ 240,613.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 125 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 819,123.57 ROUTE : SR 3 CALL ORDER : 125 CONTRACT ID : R -23920-B COUNTIES : DELAWARE LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/25/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2012008 2012008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 843,427.92 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 856,479.32 101.5474% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 | |E & B PAVING, INC. |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 105-01925 6.000 MOS | 2200.00000 13200.00| 1500.00000 9000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 22000.00000 22000.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43837.04000 43837.04| 42824.00000 42824.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15494.29000 15494.29| 25694.00000 25694.00| CLEARING RIGHT OF WAY | | | 0005 202-02255 5.000 EACH| 1032.96000 5164.80| 550.00000 2750.00| TREE, 460 mm, REMOVE | | | 0006 202-02260 6.000 EACH| 1510.98000 9065.88| 1100.00000 6600.00| TREE, 760 mm, REMOVE | | | 0007 202-02265 1.000 EACH| 1654.63000 1654.63| 1650.00000 1650.00| TREE, 1220 mm, REMOVE | | | 0008 202-02278 95.000 m | 27.05000 2569.75| 13.00000 1235.00| CURB, CONCRETE, REMOVE | | | 0009 202-60820 5831.800 m2 | 2.00000 11663.60| 1.95000 11372.01| SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 1917.74000 1917.74| 3500.00000 3500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-96151 LUMP| 800.00000 800.00| 1400.00000 1400.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 203-02000 1690.000 m3 | 33.69000 56936.10| 26.00000 43940.00| EXCAVATION, COMMON | | | 0013 205-02224 1227.000 m | 5.25000 6441.75| 5.25000 6441.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02229 69.700 m | 10.50000 731.85| 10.50000 731.85| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 125 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 819,123.57 ROUTE : SR 3 CALL ORDER : 125 CONTRACT ID : R -23920-B COUNTIES : DELAWARE LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 | |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02234 16.000 EACH| 75.00000 1200.00| 75.00000 1200.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 11.000 EACH| 75.00000 825.00| 75.00000 825.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-02237 13.000 EACH| 50.00000 650.00| 50.00000 650.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 211-02060 473.000 m3 | 27.28000 12903.44| 33.50000 15845.50| B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-52308 1665.000 Mg | 15.38000 25607.70| 18.50000 30802.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 303-60910 5.000 Mg | 15.38000 76.90| 35.00000 175.00| COMPACTED AGGREGATE FOR SURFACE, 0 | | | 0021 305-05204 22.290 Mg | 110.00000 2451.90| 120.00000 2674.80| HMA FOR PATCHING | | | 0022 402-05468 1405.000 Mg | 50.00000 70250.00| 55.00000 77275.00| HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 2290.000 Mg | 40.00000 91600.00| 44.00000 100760.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 585.000 Mg | 47.00000 27495.00| 51.50000 30127.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 250.000 Mg | 50.00000 12500.00| 55.00000 13750.00| HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 910.000 m2 | 2.00000 1820.00| 2.20000 2002.00| SEAL COAT, 2 | | | 0027 405-05518 2941.000 m2 | 0.10000 294.10| 0.11000 323.51| ASPHALT FOR PRIME COAT | | | 0028 406-05520 4.750 Mg | 200.00000 950.00| 220.00000 1045.00| ASPHALT FOR TACK COAT | | | 0029 601-01115 52.200 m | 100.00000 5220.00| 98.00000 5115.60| GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0030 601-01839 1.000 EACH| 1600.00000 1600.00| 1665.00000 1665.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0031 601-01846 1.000 EACH| 1700.00000 1700.00| 1665.00000 1665.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-99105 30.460 m | 45.00000 1370.70| 35.45000 1079.81| GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 125 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 819,123.57 ROUTE : SR 3 CALL ORDER : 125 CONTRACT ID : R -23920-B COUNTIES : DELAWARE LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 | |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99106 7.600 m | 85.00000 646.00| 62.00000 471.20| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0034 601-99110 9.900 m | 45.00000 445.50| 35.45000 350.96| GUARDRAIL, W BEAM, LONG POST, 1.905 m | | | SPACING | | | 0035 603-06045 84.000 m | 25.00000 2100.00| 38.00000 3192.00| FENCE, CHAIN LINK, 1220 mm | | | 0036 605-92887 670.500 m | 82.27000 55162.04| 55.00000 36877.50| CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | 0037 610-05527 320.000 Mg | 85.00000 27200.00| 93.50000 29920.00| HMA FOR APPROACHES | | | 0038 611-05330 450.000 m2 | 45.12000 20304.00| 50.00000 22500.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0039 611-06497 12.000 EACH| 110.00000 1320.00| 160.00000 1920.00| MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 32.000 EACH| 100.00000 3200.00| 109.00000 3488.00| RIGHT OF WAY MARKER | | | 0041 615-06530 1.000 EACH| 450.00000 450.00| 425.00000 425.00| POST, BENCHMARK | | | 0042 616-02320 11.000 m2 | 4.07000 44.77| 4.00000 44.00| GEOTEXTILES | | | 0043 616-06396 5.500 Mg | 29.95000 164.73| 35.00000 192.50| RIPRAP | | | 0044 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06560 1776.900 m2 | 0.78000 1385.98| 0.78000 1385.98| MULCHED SEEDING, U | | | 0046 621-06574 2519.300 m2 | 3.15000 7935.80| 5.00000 12596.50| SODDING | | | 0047 702-51015 38.500 m3 | 652.00000 25102.00| 500.00000 19250.00| CONCRETE, B, FOOTINGS | | | 0048 702-94139 50.800 m3 | 604.00000 30683.20| 950.00000 48260.00| CONCRETE, A, ABOVE FOOTINGS | | | 0049 703-51030 4185.000 kg | 1.76000 7365.60| 1.50000 6277.50| REINFORCING STEEL | | | 0050 703-51032 3695.000 kg | 2.20000 8129.00| 1.75000 6466.25| REINFORCING STEEL, EPOXY COATED | | | 0051 709-51821 LUMP| 1466.00000 1466.00| 1400.00000 1400.00| SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 125 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 819,123.57 ROUTE : SR 3 CALL ORDER : 125 CONTRACT ID : R -23920-B COUNTIES : DELAWARE LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 | |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05032 186.500 m | 57.09000 10647.29| 110.00000 20515.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0053 715-05123 21.300 m | 128.88000 2745.14| 145.00000 3088.50| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05149 168.600 m | 54.73000 9227.48| 68.00000 11464.80| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05169 29.000 m | 57.09000 1655.61| 80.00000 2320.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-05171 12.200 m | 104.85000 1279.17| 85.00000 1037.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-46000 4.000 EACH| 230.70000 922.80| 250.00000 1000.00| PIPE END SECTION, 300 mm | | | 0058 715-46005 5.000 EACH| 241.70000 1208.50| 250.00000 1250.00| PIPE END SECTION, 375 mm | | | 0059 715-46010 2.000 EACH| 286.80000 573.60| 275.00000 550.00| PIPE END SECTION, 450 mm | | | 0060 715-46020 2.000 EACH| 432.95000 865.90| 375.00000 750.00| PIPE END SECTION, 600 mm | | | 0061 720-45015 9.000 EACH| 1256.45000 11308.05| 1100.00000 9900.00| INLET, A8 | | | 0062 720-45055 3.000 EACH| 1393.95000 4181.85| 1300.00000 3900.00| INLET, M10 | | | 0063 720-45265 2.000 EACH| 1030.95000 2061.90| 550.00000 1100.00| PIPE CATCH BASIN, 375 mm | | | 0064 720-98174 1.000 EACH| 1718.45000 1718.45| 1800.00000 1800.00| INLET, B15 | | | 0065 728-98377 LUMP| 1380.00000 1380.00| 2200.00000 2200.00| MASONRY COATING | | | 0066 801-06640 18.000 EACH| 115.00000 2070.00| 100.00000 1800.00| CONSTRUCTION SIGN, A | | | 0067 801-06643 2480.000 m | 5.28000 13094.40| 3.15000 7812.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0068 801-06644 1910.000 m | 5.28000 10084.80| 3.15000 6016.50| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0069 801-06775 LUMP| 50000.00000 50000.00| 35406.00000 35406.00| MAINTAINING TRAFFIC | | | 0070 802-02489 20.400 m | 32.38000 660.55| 25.00000 510.00| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 125 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 819,123.57 ROUTE : SR 3 CALL ORDER : 125 CONTRACT ID : R -23920-B COUNTIES : DELAWARE LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 | |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 802-76025 4.580 m2 | 142.63000 653.25| 225.00000 1030.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 805-01815 4.000 EACH| 1534.42000 6137.68| 1650.00000 6600.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0073 805-01842 7.000 EACH| 741.44000 5190.08| 640.00000 4480.00| HANDHOLE, SIGNAL | | | 0074 805-01844 310.000 m | 31.92000 9895.20| 40.00000 12400.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0075 805-02441 659.000 m | 0.33000 217.47| 1.35000 889.65| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0076 805-78100 1.000 EACH| 6866.82000 6866.82| 7500.00000 7500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0077 805-78205 8.000 EACH| 336.93000 2695.44| 400.00000 3200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0078 805-78415 4.000 EACH| 1098.06000 4392.24| 1300.00000 5200.00| SPAN, CATENARY, AND TETHER | | | 0079 805-78420 4.000 EACH| 208.17000 832.68| 225.00000 900.00| DISCONNECT HANGER | | | 0080 805-78445 1.000 EACH| 297.18000 297.18| 450.00000 450.00| SIGNAL SERVICE | | | 0081 805-78467 11.000 m | 7.45000 81.95| 6.75000 74.25| SIGNAL CABLE, 3C 8GA. | | | 0082 805-78485 65.000 m | 8.23000 534.95| 3.50000 227.50| SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 128.000 m | 7.94000 1016.32| 4.00000 512.00| SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 594.000 m | 3.31000 1966.14| 2.50000 1485.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78785 6.000 EACH| 693.25000 4159.50| 500.00000 3000.00| SIGNAL DETECTOR HOUSING | | | 0086 805-78795 206.000 m | 24.08000 4960.48| 26.50000 5459.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-78925 1.000 EACH| 899.05000 899.05| 800.00000 800.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0088 805-81032 4.000 EACH| 2298.31000 9193.24| 2650.00000 10600.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0089 805-92504 5.000 EACH| 208.17000 1040.85| 275.00000 1375.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 125 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 819,123.57 ROUTE : SR 3 CALL ORDER : 125 CONTRACT ID : R -23920-B COUNTIES : DELAWARE LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 | |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-96014 1482.000 m | 5.43000 8047.26| 5.00000 7410.00| SAW CUT, FULL DEPTH | | | 0091 808-06703 827.400 m | 0.90000 744.66| 1.00000 827.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0092 808-75245 1893.000 m | 0.90000 1703.70| 1.00000 1893.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0093 808-75278 125.300 m | 8.20000 1027.46| 10.00000 1253.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0094 808-75297 28.400 m | 13.10000 372.04| 20.00000 568.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0095 808-75320 4.000 EACH| 65.00000 260.00| 72.00000 288.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75325 2.000 EACH| 80.00000 160.00| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 843,427.92| $ 856,479.32| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 843,427.92| $ 856,479.32| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/05/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B008007 BOO8007 B008007 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 1,387,002.34 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,516,364.26 109.3267% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,639,799.45 118.2261% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 1,687,006.38 121.6296% 5 35-1609544 SCHUTT-LOOKABILL COMPANY, INC. $ 1,773,342.67 127.8543% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 6.000 MOS | 750.00000 4500.00| 2332.28000 13993.68| 2600.00000 15600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 18168.50000 18168.50| 27000.00000 27000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 75000.00000 75000.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 245.200 m | 9.00000 2206.80| 11.70000 2868.84| 15.00000 3678.00 DITCH CLEANING | | | 0005 201-52370 LUMP| 7000.00000 7000.00| 22500.00000 22500.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 275.000 m2 | 20.00000 5500.00| 15.09000 4149.75| 27.00000 7425.00 PAVEMENT, REMOVE | | | 0007 202-02241 262.000 m | 5.20000 1362.40| 0.01000 2.62| 1.75000 458.50 GUARDRAIL, REMOVE | | | 0008 202-02278 30.000 m | 18.00000 540.00| 44.78000 1343.40| 42.00000 1260.00 CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 85000.00000 85000.00| 65304.97000 65304.97| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 1384.400 m2 | 5.80000 8029.52| 4.74000 6562.06| 5.75000 7960.30 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 2825.300 m2 | 3.50000 9888.55| 2.46000 6950.24| 7.50000 21189.75 SURFACE MILLING, ASPHALT | | | 0012 202-60822 1072.400 m2 | 2.60000 2788.24| 4.04000 4332.50| 8.50000 9115.40 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-62420 171.000 m | 6.00000 1026.00| 0.01000 1.71| 2.25000 384.75 BRIDGE RAILING, REMOVE | | | 0014 202-74080 3.000 EACH| 850.00000 2550.00| 794.96000 2384.88| 800.00000 2400.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0015 202-91385 2.000 EACH| 330.00000 660.00| 213.89000 427.78| 525.00000 1050.00 INLET, REMOVE | | | 0016 202-96133 4.000 m | 38.00000 152.00| 36.70000 146.80| 250.00000 1000.00 PIPE, REMOVE | | | 0017 203-02000 720.700 m3 | 18.00000 12972.60| 36.76000 26492.93| 37.00000 26665.90 EXCAVATION, COMMON | | | 0018 203-02045 3745.000 m3 | 7.00000 26215.00| 12.85000 48123.25| 5.50000 20597.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0019 203-02070 789.000 m3 | 23.00000 18147.00| 15.53000 12253.17| 29.00000 22881.00 BORROW | | | 0020 205-02224 1167.000 m | 6.50000 7585.50| 4.97000 5799.99| 5.00000 5835.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 211-02050 5.000 m3 | 52.00000 260.00| 14.41000 72.05| 70.00000 350.00 B BORROW | | | 0022 211-02060 8.000 m3 | 48.00000 384.00| 49.94000 399.52| 70.00000 560.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 715.100 Mg | 23.00000 16447.30| 27.09000 19372.06| 27.00000 19307.70 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 305-05206 675.000 Mg | 55.00000 37125.00| 40.42000 27283.50| 49.00000 33075.00 WIDENING WITH HMA (During Maintenance | | | of Traffic) | | | 0025 310-04013 300.000 m2 | 155.00000 46500.00| 130.39000 39117.00| 118.00000 35400.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0026 401-05437 2412.200 Mg | 39.00000 94075.80| 38.13000 91977.19| 39.00000 94075.80 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 2197.300 Mg | 38.00000 83497.40| 38.00000 83497.40| 37.00000 81300.10 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 1569.600 Mg | 46.00000 72201.60| 52.46000 82341.22| 45.50000 71416.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-05459 1274.500 Mg | 39.00000 49705.50| 38.14000 48609.43| 39.00000 49705.50 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0030 401-05463 206.600 Mg | 38.00000 7850.80| 38.02000 7854.93| 37.00000 7644.20 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0031 401-05464 147.500 Mg | 46.00000 6785.00| 52.68000 7770.30| 45.50000 6711.25 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 402-05470 536.000 Mg | 37.00000 19832.00| 36.88000 19767.68| 36.00000 19296.00 HMA BASE C25.0 mm, MAINLINE | | | 0033 402-05483 298.900 Mg | 37.00000 11059.30| 36.24000 10832.14| 36.00000 10760.40 HMA BASE C25.0 mm, SHOULDER | | | 0034 406-05520 14.500 Mg | 200.00000 2900.00| 161.03000 2334.94| 180.00000 2610.00 ASPHALT FOR TACK COAT | | | 0035 501-03489 180.000 EACH| 10.00000 1800.00| 5.77000 1038.60| 17.00000 3060.00 TIE BAR, RETROFIT | | | 0036 501-05090 429.200 m2 | 52.00000 22318.40| 95.37000 40932.80| 80.00000 34336.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0037 601-01522 2.000 EACH| 1160.00000 2320.00| 1167.25000 2334.50| 1100.00000 2200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-94689 2.000 EACH| 3250.00000 6500.00| 3349.50000 6699.00| 3100.00000 6200.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 82.700 m | 46.00000 3804.20| 32.48000 2686.10| 50.00000 4135.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06639 440.000 m | 92.00000 40480.00| 70.75000 31130.00| 95.00000 41800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0041 602-06729 22.000 EACH| 5.20000 114.40| 8.63000 189.86| 7.50000 165.00 BARRIER DELINEATOR | | | 0042 605-06230 233.600 m | 59.00000 13782.40| 117.87000 27534.43| 110.00000 25696.00 CENTER CURB, C, CONCRETE, MODIFIED | | | 0043 621-01004 1.000 EACH| 675.00000 675.00| 659.75000 659.75| 725.00000 725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.430 Mg | 690.00000 296.70| 654.67000 281.51| 700.00000 301.00 FERTILIZER | | | 0045 621-06548 5.300 kg | 56.00000 296.80| 55.82000 295.85| 60.00000 318.00 SEED MIXTURE, CV | | | 0046 621-06553 92.300 kg | 8.80000 812.24| 8.73000 805.78| 9.00000 830.70 SEED MIXTURE, R | | | 0047 621-06565 2.200 Mg | 520.00000 1144.00| 502.43000 1105.35| 500.00000 1100.00 MULCHING MATERIAL | | | 0048 702-51863 761.000 EACH| 5.50000 4185.50| 9.88000 7518.68| 6.50000 4946.50 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-01540 144.000 EACH| 13.00000 1872.00| 7.29000 1049.76| 10.50000 1512.00 THREADED TIE BAR ASSEMBLY | | | 0050 703-51030 6019.000 kg | 1.40000 8426.60| 1.41000 8486.79| 1.40000 8426.60 REINFORCING STEEL | | | 0051 703-51032 9818.000 kg | 1.50000 14727.00| 1.58000 15512.44| 1.75000 17181.50 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 704-51002 40.800 m3 | 650.00000 26520.00| 1711.43000 69826.34| 950.00000 38760.00 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-05732 4.000 EACH| 1000.00000 4000.00| 1589.89000 6359.56| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 706-51020 24.000 m3 | 690.00000 16560.00| 763.92000 18334.08| 640.00000 15360.00 CONCRETE, C, RAILING | | | 0055 709-51821 LUMP| 3100.00000 3100.00| 2174.30000 2174.30| 5250.00000 5250.00 SURFACE SEAL | | | 0056 711-93535 LUMP| 11000.00000 11000.00| 6140.75000 6140.75| 7200.00000 7200.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0057 711-96242 24.000 EACH| 375.00000 9000.00| 143.79000 3450.96| 425.00000 10200.00 DIAPHRAGM, RESET | | | 0058 715-05048 275.000 m | 5.00000 1375.00| 9.14000 2513.50| 14.00000 3850.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0059 715-05053 24.400 m | 49.00000 1195.60| 9.13000 222.77| 36.00000 878.40 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0060 718-04881 4.000 EACH| 200.00000 800.00| 65.98000 263.92| 275.00000 1100.00 OUTLET PROTECTOR, B | | | 0061 718-52610 38.500 m3 | 78.00000 3003.00| 34.51000 1328.64| 80.00000 3080.00 AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 595.000 m2 | 1.50000 892.50| 2.03000 1207.85| 1.80000 1071.00 GEOTEXTILES FOR UNDERDRAIN | | | 0063 720-44065 1.000 EACH| 710.00000 710.00| 903.64000 903.64| 1300.00000 1300.00 CASTING, 12, FURNISH AND ADJUST TO GRADE| | | 0064 720-45045 2.000 EACH| 900.00000 1800.00| 1205.72000 2411.44| 1350.00000 2700.00 INLET, J10 | | | 0065 722-51401 12.000 m2 | 340.00000 4080.00| 1223.88000 14686.56| 235.00000 2820.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0066 722-51842 1410.000 m2 | 46.00000 64860.00| 56.31000 79397.10| 55.00000 77550.00 BRIDGE DECK OVERLAY | | | 0067 722-51846 2.000 m3 | 395.00000 790.00| 395.00000 790.00| 395.00000 790.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0068 722-51852 12.000 m2 | 160.00000 1920.00| 114.84000 1378.08| 185.00000 2220.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0069 722-60824 1384.400 m2 | 3.10000 4291.64| 4.81000 6658.96| 5.50000 7614.20 SURFACE MILLING | | | 0070 724-03276 52.600 m | 360.00000 18936.00| 351.45000 18486.27| 325.00000 17095.00 EXPANSION JOINT SEALING SYSTEM | | | 0071 801-01349 300.000 m | 5.20000 1560.00| 5.79000 1737.00| 5.00000 1500.00 TEMPORARY STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-03290 2.000 EACH| 380.00000 760.00| 355.25000 710.50| 375.00000 750.00 CONSTRUCTION SIGN, C | | | 0073 801-04627 90.000 DAY | 340.00000 30600.00| 329.88000 29689.20| 350.00000 31500.00 WATCHMAN | | | 0074 801-06044 3100.000 m | 1.30000 4030.00| 4.92000 15252.00| 3.25000 10075.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 125 mm | | | 0075 801-06046 4950.000 m | 1.30000 6435.00| 3.46000 17127.00| 3.25000 16087.50 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm | | | 0076 801-06640 25.000 EACH| 95.00000 2375.00| 71.05000 1776.25| 75.00000 1875.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 12.000 EACH| 45.00000 540.00| 35.53000 426.36| 36.00000 432.00 CONSTRUCTION SIGN, B | | | 0078 801-06710 90.000 DAY | 19.50000 1755.00| 18.27000 1644.30| 20.00000 1800.00 FLASHING ARROW SIGN | | | 0079 801-06775 LUMP| 47000.00000 47000.00| 53323.94000 53323.94| 94000.00000 94000.00 MAINTAINING TRAFFIC | | | 0080 801-96383 20.000 EACH| 190.00000 3800.00| 65.98000 1319.60| 190.00000 3800.00 TEMPORARY TRANSVERSE MARKINGS, I, WORD | | | (ONLY) | | | 0081 801-96385 56.000 EACH| 110.00000 6160.00| 45.68000 2558.08| 110.00000 6160.00 TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0082 801-97142 1100.000 m | 3.10000 3410.00| 3.25000 3575.00| 3.25000 3575.00 TEMPORARY PAVEMENT MARKING, I, BROKEN, | | | WHITE, 100 mm | | | 0083 802-02489 91.000 m | 36.00000 3276.00| 30.91000 2812.81| 32.00000 2912.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0084 802-76015 9.490 m2 | 200.00000 1898.00| 193.60000 1837.26| 210.00000 1992.90 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0085 802-76025 8.090 m2 | 135.00000 1092.15| 122.80000 993.45| 130.00000 1051.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 35.100 m2 | 135.00000 4738.50| 125.65000 4410.32| 135.00000 4738.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 803-02310 2604.000 kg | 1.15000 2994.60| 1.06000 2760.24| 1.15000 2994.60 REINFORCING STEEL, SIGN FOUNDATION | | | 0088 803-04626 5.000 EACH| 3300.00000 16500.00| 3138.70000 15693.50| 3500.00000 17500.00 SIGN FOUNDATION, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 803-76115 2.000 EACH| 24000.00000 48000.00| 22546.91000 45093.82| 23500.00000 47000.00 SPAN OVERHEAD SIGN STRUCTURE, TRI CHORD | | | TRUSS, SINGLE END SUPPORT | | | 0090 803-76140 1.000 EACH| 18300.00000 18300.00| 17174.76000 17174.76| 18750.00000 18750.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0091 804-06770 4.000 EACH| 16.00000 64.00| 35.53000 142.12| 15.00000 60.00 DELINEATOR POST | | | 0092 805-01815 8.000 EACH| 1680.00000 13440.00| 1572.55000 12580.40| 1650.00000 13200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0093 805-01842 6.000 EACH| 800.00000 4800.00| 759.87000 4559.22| 775.00000 4650.00 HANDHOLE, SIGNAL | | | 0094 805-02327 2.000 EACH| 295.00000 590.00| 268.34000 536.68| 275.00000 550.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0095 805-02503 5300.000 m | 0.40000 2120.00| 0.33000 1749.00| 0.35000 1855.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0096 805-03596 600.000 m | 7.20000 4320.00| 6.83000 4098.00| 7.00000 4200.00 SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0097 805-06592 299.000 m | 37.00000 11063.00| 35.73000 10683.27| 37.00000 11063.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0098 805-78109 2.000 EACH| 9200.00000 18400.00| 8704.40000 17408.80| 9500.00000 19000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0099 805-78205 8.000 EACH| 405.00000 3240.00| 376.97000 3015.76| 410.00000 3280.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0100 805-78215 4.000 EACH| 480.00000 1920.00| 456.14000 1824.56| 500.00000 2000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0101 805-78230 4.000 EACH| 630.00000 2520.00| 600.03000 2400.12| 600.00000 2400.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0102 805-78415 6.000 EACH| 1500.00000 9000.00| 1405.07000 8430.42| 1525.00000 9150.00 SPAN, CATENARY, AND TETHER | | | 0103 805-78420 8.000 EACH| 240.00000 1920.00| 229.18000 1833.44| 250.00000 2000.00 DISCONNECT HANGER | | | 0104 805-78445 2.000 EACH| 320.00000 640.00| 304.56000 609.12| 325.00000 650.00 SIGNAL SERVICE | | | 0105 805-78467 30.000 m | 6.40000 192.00| 6.13000 183.90| 6.50000 195.00 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 805-78485 125.000 m | 7.90000 987.50| 7.49000 936.25| 8.00000 1000.00 SIGNAL CABLE, 5C 14GA. | | | 0107 805-78490 494.000 m | 7.60000 3754.40| 7.26000 3586.44| 7.50000 3705.00 SIGNAL CABLE, 7C 14GA. | | | 0108 805-78510 1990.000 m | 3.20000 6368.00| 3.13000 6228.70| 3.25000 6467.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0109 805-78520 LUMP| 250.00000 250.00| 240.44000 240.44| 250.00000 250.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0110 805-78785 10.000 EACH| 690.00000 6900.00| 665.04000 6650.40| 700.00000 7000.00 SIGNAL DETECTOR HOUSING | | | 0111 805-78795 575.000 m | 26.00000 14950.00| 25.17000 14472.75| 25.00000 14375.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0112 805-78925 2.000 EACH| 950.00000 1900.00| 921.40000 1842.80| 1000.00000 2000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0113 805-81060 8.000 EACH| 2850.00000 22800.00| 2767.11000 22136.88| 3000.00000 24000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0114 806-53072 LUMP| 6100.00000 6100.00| 5708.00000 5708.00| 6200.00000 6200.00 TEMPORARY TRAFFIC SIGNAL (INSTALL AND | | | MAINTAIN) | | | 0115 807-02108 2.000 EACH| 310.00000 620.00| 292.54000 585.08| 320.00000 640.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT, FURNISH | | | 0116 807-82016 1.000 EACH| 480.00000 480.00| 466.81000 466.81| 510.00000 510.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES THERMOPLASTIC, DOTTED, | | | WHITE, 100mm, 600 mm LINE, 2400 mm GAP | | | 0117 807-98690 4.000 EACH| 185.00000 740.00| 176.93000 707.72| 190.00000 760.00 HANDHOLE ADJUSTED TO GRADE | | | 0118 808-04767 14.000 m | 0.90000 12.60| 5.84000 81.76| 6.00000 84.00 LINE THERMOPLASTIC, DOTTED, YELLOW, | | | 100mm, 600 mm LINE, 2400 mm GAP | | | 0119 808-06701 473.000 m | 0.90000 425.70| 0.93000 439.89| 1.00000 473.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0120 808-06703 876.000 m | 0.90000 788.40| 0.93000 814.68| 1.00000 876.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0121 808-06705 225.000 m | 2.40000 540.00| 3.65000 821.25| 4.00000 900.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0122 808-06713 1450.000 m | 0.35000 507.50| 0.51000 739.50| 0.50000 725.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 808-06714 1410.000 m | 0.35000 493.50| 0.51000 719.10| 0.50000 705.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0124 808-06716 1500.000 m | 4.00000 6000.00| 1.43000 2145.00| 1.50000 2250.00 LINE, REMOVE | | | 0125 808-75051 147.000 m | 4.30000 632.10| 4.06000 596.82| 4.25000 624.75 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0126 808-75059 37.000 m | 4.30000 159.10| 4.06000 150.22| 4.25000 157.25 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0128 808-75260 97.000 m | 5.40000 523.80| 5.84000 566.48| 6.00000 582.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0129 808-75297 140.000 m | 10.80000 1512.00| 10.00000 1400.00| 10.00000 1400.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0130 808-75320 31.000 EACH| 54.00000 1674.00| 55.83000 1730.73| 60.00000 1860.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0131 808-75325 12.000 EACH| 70.00000 840.00| 65.98000 791.76| 70.00000 840.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0132 808-75996 80.000 EACH| 8.50000 680.00| 65.98000 5278.40| 11.00000 880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0133 808-75998 80.000 EACH| 40.00000 3200.00| 37.56000 3004.80| 38.00000 3040.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0134 808-92027 93.000 m | 2.40000 223.20| 3.65000 339.45| 4.00000 372.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0135 808-75278 65.000 m | 5.40000 351.00| 5.84000 379.60| 6.00000 390.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | SECTION TOTALS | $ 1,387,002.34| $ 1,516,364.26| $ 1,639,799.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,387,002.34| $ 1,516,364.26| $ 1,639,799.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 6.000 MOS | 1700.00000 10200.00| 1513.77000 9082.62| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| 31038.36000 31038.36| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 84300.00000 84300.00| 88600.00000 88600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 245.200 m | 33.00000 8091.60| 34.32000 8415.26| DITCH CLEANING | | | 0005 201-52370 LUMP| 25300.00000 25300.00| 13603.76000 13603.76| CLEARING RIGHT OF WAY | | | 0006 202-02240 275.000 m2 | 53.00000 14575.00| 20.82000 5725.50| PAVEMENT, REMOVE | | | 0007 202-02241 262.000 m | 1.00000 262.00| 2.01000 526.62| GUARDRAIL, REMOVE | | | 0008 202-02278 30.000 m | 15.00000 450.00| 36.39000 1091.70| CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 105000.00000 105000.00| 90329.70000 90329.70| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 1384.400 m2 | 9.00000 12459.60| 5.23000 7240.41| BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 2825.300 m2 | 4.60000 12996.38| 4.26000 12035.78| SURFACE MILLING, ASPHALT | | | 0012 202-60822 1072.400 m2 | 8.50000 9115.40| 4.26000 4568.42| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 202-62420 171.000 m | 1.00000 171.00| 0.99000 169.29| BRIDGE RAILING, REMOVE | | | 0014 202-74080 3.000 EACH| 800.00000 2400.00| 1988.68000 5966.04| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0015 202-91385 2.000 EACH| 340.00000 680.00| 684.50000 1369.00| INLET, REMOVE | | | 0016 202-96133 4.000 m | 92.00000 368.00| 121.01000 484.04| PIPE, REMOVE | | | 0017 203-02000 720.700 m3 | 18.00000 12972.60| 91.23000 65749.46| EXCAVATION, COMMON | | | 0018 203-02045 3745.000 m3 | 6.00000 22470.00| 15.40000 57673.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0019 203-02070 789.000 m3 | 18.00000 14202.00| 28.45000 22447.05| BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02224 1167.000 m | 5.00000 5835.00| 5.82000 6791.94| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 211-02050 5.000 m3 | 35.00000 175.00| 66.01000 330.05| B BORROW | | | 0022 211-02060 8.000 m3 | 35.00000 280.00| 66.01000 528.08| B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 715.100 Mg | 26.00000 18592.60| 27.03000 19329.15| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 305-05206 675.000 Mg | 41.00000 27675.00| 67.62000 45643.50| WIDENING WITH HMA (During Maintenance | | | of Traffic) | | | 0025 310-04013 300.000 m2 | 170.00000 51000.00| 165.11000 49533.00| PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0026 401-05437 2412.200 Mg | 38.50000 92869.70| 45.25000 109152.05| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 2197.300 Mg | 38.50000 84596.05| 45.10000 99098.23| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 1569.600 Mg | 53.00000 83188.80| 62.26000 97723.30| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-05459 1274.500 Mg | 39.00000 49705.50| 45.27000 57696.62| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0030 401-05463 206.600 Mg | 38.50000 7954.10| 45.12000 9321.79| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0031 401-05464 147.500 Mg | 53.00000 7817.50| 62.52000 9221.70| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0032 402-05470 536.000 Mg | 37.00000 19832.00| 43.77000 23460.72| HMA BASE C25.0 mm, MAINLINE | | | 0033 402-05483 298.900 Mg | 36.50000 10909.85| 43.01000 12855.69| HMA BASE C25.0 mm, SHOULDER | | | 0034 406-05520 14.500 Mg | 162.00000 2349.00| 191.13000 2771.39| ASPHALT FOR TACK COAT | | | 0035 501-03489 180.000 EACH| 36.00000 6480.00| 15.44000 2779.20| TIE BAR, RETROFIT | | | 0036 501-05090 429.200 m2 | 100.00000 42920.00| 60.14000 25812.09| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0037 601-01522 2.000 EACH| 1158.00000 2316.00| 1269.98000 2539.96| GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-94689 2.000 EACH| 3322.00000 6644.00| 3548.83000 7097.66| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 601-99105 82.700 m | 32.25000 2667.08| 53.42000 4417.83| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06639 440.000 m | 80.00000 35200.00| 81.33000 35785.20| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0041 602-06729 22.000 EACH| 8.60000 189.20| 8.31000 182.82| BARRIER DELINEATOR | | | 0042 605-06230 233.600 m | 120.00000 28032.00| 99.24000 23182.46| CENTER CURB, C, CONCRETE, MODIFIED | | | 0043 621-01004 1.000 EACH| 655.00000 655.00| 771.49000 771.49| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.430 Mg | 650.00000 279.50| 765.56000 329.19| FERTILIZER | | | 0045 621-06548 5.300 kg | 56.00000 296.80| 65.29000 346.04| SEED MIXTURE, CV | | | 0046 621-06553 92.300 kg | 8.70000 803.01| 10.21000 942.38| SEED MIXTURE, R | | | 0047 621-06565 2.200 Mg | 500.00000 1100.00| 587.52000 1292.54| MULCHING MATERIAL | | | 0048 702-51863 761.000 EACH| 11.00000 8371.00| 6.14000 4672.54| FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-01540 144.000 EACH| 10.00000 1440.00| 9.70000 1396.80| THREADED TIE BAR ASSEMBLY | | | 0050 703-51030 6019.000 kg | 1.15000 6921.85| 1.60000 9630.40| REINFORCING STEEL | | | 0051 703-51032 9818.000 kg | 1.35000 13254.30| 1.79000 17574.22| REINFORCING STEEL, EPOXY COATED | | | 0052 704-51002 40.800 m3 | 1825.00000 74460.00| 871.01000 35537.21| CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-05732 4.000 EACH| 2300.00000 9200.00| 1425.20000 5700.80| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 706-51020 24.000 m3 | 940.00000 22560.00| 577.71000 13865.04| CONCRETE, C, RAILING | | | 0055 709-51821 LUMP| 1820.00000 1820.00| 2790.14000 2790.14| SURFACE SEAL | | | 0056 711-93535 LUMP| 6050.00000 6050.00| 5934.50000 5934.50| BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0057 711-96242 24.000 EACH| 275.00000 6600.00| 336.45000 8074.80| DIAPHRAGM, RESET | | | 0058 715-05048 275.000 m | 18.20000 5005.00| 21.73000 5975.75| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05053 24.400 m | 55.00000 1342.00| 28.51000 695.64| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0060 718-04881 4.000 EACH| 245.00000 980.00| 165.72000 662.88| OUTLET PROTECTOR, B | | | 0061 718-52610 38.500 m3 | 78.00000 3003.00| 69.55000 2677.68| AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 595.000 m2 | 2.00000 1190.00| 3.62000 2153.90| GEOTEXTILES FOR UNDERDRAIN | | | 0063 720-44065 1.000 EACH| 1100.00000 1100.00| 1137.60000 1137.60| CASTING, 12, FURNISH AND ADJUST TO GRADE| | | 0064 720-45045 2.000 EACH| 1700.00000 3400.00| 1419.73000 2839.46| INLET, J10 | | | 0065 722-51401 12.000 m2 | 800.00000 9600.00| 215.46000 2585.52| BRIDGE DECK PATCHING, FULL DEPTH | | | 0066 722-51842 1410.000 m2 | 78.00000 109980.00| 51.95000 73249.50| BRIDGE DECK OVERLAY | | | 0067 722-51846 2.000 m3 | 395.00000 790.00| 395.00000 790.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0068 722-51852 12.000 m2 | 146.00000 1752.00| 176.29000 2115.48| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0069 722-60824 1384.400 m2 | 7.00000 9690.80| 1.96000 2713.42| SURFACE MILLING | | | 0070 724-03276 52.600 m | 521.00000 27404.60| 533.92000 28084.19| EXPANSION JOINT SEALING SYSTEM | | | 0071 801-01349 300.000 m | 5.00000 1500.00| 23.74000 7122.00| TEMPORARY STOP LINE, 600 mm | | | 0072 801-03290 2.000 EACH| 352.00000 704.00| 415.42000 830.84| CONSTRUCTION SIGN, C | | | 0073 801-04627 90.000 DAY | 330.00000 29700.00| 385.75000 34717.50| WATCHMAN | | | 0074 801-06044 3100.000 m | 4.55000 14105.00| 4.86000 15066.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 125 mm | | | 0075 801-06046 4950.000 m | 4.55000 22522.50| 4.86000 24057.00| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm | | | 0076 801-06640 25.000 EACH| 71.00000 1775.00| 83.08000 2077.00| CONSTRUCTION SIGN, A | | | 0077 801-06645 12.000 EACH| 35.00000 420.00| 41.55000 498.60| CONSTRUCTION SIGN, B | | | 0078 801-06710 90.000 DAY | 19.00000 1710.00| 36.71000 3303.90| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06775 LUMP| 93482.00000 93482.00| 88940.62000 88940.62| MAINTAINING TRAFFIC | | | 0080 801-96383 20.000 EACH| 176.00000 3520.00| 130.56000 2611.20| TEMPORARY TRANSVERSE MARKINGS, I, WORD | | | (ONLY) | | | 0081 801-96385 56.000 EACH| 100.00000 5600.00| 89.02000 4985.12| TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0082 801-97142 1100.000 m | 3.00000 3300.00| 4.04000 4444.00| TEMPORARY PAVEMENT MARKING, I, BROKEN, | | | WHITE, 100 mm | | | 0083 802-02489 91.000 m | 31.00000 2821.00| 36.15000 3289.65| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0084 802-76015 9.490 m2 | 192.00000 1822.08| 226.39000 2148.44| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0085 802-76025 8.090 m2 | 122.00000 986.98| 143.61000 1161.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 35.100 m2 | 125.00000 4387.50| 146.93000 5157.24| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 803-02310 2604.000 kg | 1.10000 2864.40| 1.23000 3202.92| REINFORCING STEEL, SIGN FOUNDATION | | | 0088 803-04626 5.000 EACH| 3113.00000 15565.00| 3670.27000 18351.35| SIGN FOUNDATION, CONCRETE | | | 0089 803-76115 2.000 EACH| 22360.00000 44720.00| 26365.44000 52730.88| SPAN OVERHEAD SIGN STRUCTURE, TRI CHORD | | | TRUSS, SINGLE END SUPPORT | | | 0090 803-76140 1.000 EACH| 17032.00000 17032.00| 20083.48000 20083.48| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0091 804-06770 4.000 EACH| 18.00000 72.00| 17.81000 71.24| DELINEATOR POST | | | 0092 805-01815 8.000 EACH| 1600.00000 12800.00| 1838.88000 14711.04| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0093 805-01842 6.000 EACH| 755.00000 4530.00| 888.56000 5331.36| HANDHOLE, SIGNAL | | | 0094 805-02327 2.000 EACH| 266.00000 532.00| 313.79000 627.58| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0095 805-02503 5300.000 m | 0.35000 1855.00| 0.40000 2120.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 805-03596 600.000 m | 6.80000 4080.00| 7.99000 4794.00| SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0097 805-06592 299.000 m | 35.00000 10465.00| 41.78000 12492.22| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0098 805-78109 2.000 EACH| 8632.00000 17264.00| 10178.58000 20357.16| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0099 805-78205 8.000 EACH| 374.00000 2992.00| 440.81000 3526.48| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0100 805-78215 4.000 EACH| 452.00000 1808.00| 533.39000 2133.56| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0101 805-78230 4.000 EACH| 595.00000 2380.00| 701.65000 2806.60| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0102 805-78415 6.000 EACH| 1395.00000 8370.00| 1643.03000 9858.18| SPAN, CATENARY, AND TETHER | | | 0103 805-78420 8.000 EACH| 230.00000 1840.00| 267.99000 2143.92| DISCONNECT HANGER | | | 0104 805-78445 2.000 EACH| 300.00000 600.00| 356.14000 712.28| SIGNAL SERVICE | | | 0105 805-78467 30.000 m | 6.10000 183.00| 7.17000 215.10| SIGNAL CABLE, 3C 8GA. | | | 0106 805-78485 125.000 m | 7.50000 937.50| 8.76000 1095.00| SIGNAL CABLE, 5C 14GA. | | | 0107 805-78490 494.000 m | 7.20000 3556.80| 8.48000 4189.12| SIGNAL CABLE, 7C 14GA. | | | 0108 805-78510 1990.000 m | 3.10000 6169.00| 3.65000 7263.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0109 805-78520 LUMP| 238.00000 238.00| 281.16000 281.16| MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0110 805-78785 10.000 EACH| 660.00000 6600.00| 777.67000 7776.70| SIGNAL DETECTOR HOUSING | | | 0111 805-78795 575.000 m | 25.00000 14375.00| 29.44000 16928.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0112 805-78925 2.000 EACH| 915.00000 1830.00| 1077.44000 2154.88| CONTROLLER CABINET FOUNDATION, P1 | | | 0113 805-81060 8.000 EACH| 2750.00000 22000.00| 3235.75000 25886.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 806-53072 LUMP| 5660.00000 5660.00| 6674.71000 6674.71| TEMPORARY TRAFFIC SIGNAL (INSTALL AND | | | MAINTAIN) | | | 0115 807-02108 2.000 EACH| 290.00000 580.00| 342.08000 684.16| LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT, FURNISH | | | 0116 807-82016 1.000 EACH| 465.00000 465.00| 545.86000 545.86| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES THERMOPLASTIC, DOTTED, | | | WHITE, 100mm, 600 mm LINE, 2400 mm GAP | | | 0117 807-98690 4.000 EACH| 175.00000 700.00| 206.89000 827.56| HANDHOLE ADJUSTED TO GRADE | | | 0118 808-04767 14.000 m | 6.00000 84.00| 0.94000 13.16| LINE THERMOPLASTIC, DOTTED, YELLOW, | | | 100mm, 600 mm LINE, 2400 mm GAP | | | 0119 808-06701 473.000 m | 1.00000 473.00| 0.94000 444.62| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0120 808-06703 876.000 m | 1.00000 876.00| 0.94000 823.44| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0121 808-06705 225.000 m | 3.65000 821.25| 2.67000 600.75| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0122 808-06713 1450.000 m | 0.50000 725.00| 0.33000 478.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0123 808-06714 1410.000 m | 0.50000 705.00| 0.33000 465.30| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0124 808-06716 1500.000 m | 1.50000 2250.00| 1.78000 2670.00| LINE, REMOVE | | | 0125 808-75051 147.000 m | 4.00000 588.00| 4.75000 698.25| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0126 808-75059 37.000 m | 4.00000 148.00| 4.75000 175.75| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0128 808-75260 97.000 m | 5.80000 562.60| 5.94000 576.18| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0129 808-75297 140.000 m | 10.00000 1400.00| 11.87000 1661.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 130 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,339.91 ROUTE : B008 CALL ORDER : 130 CONTRACT ID : R -24315-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 808-75320 31.000 EACH| 55.50000 1720.50| 59.35000 1839.85| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0131 808-75325 12.000 EACH| 65.50000 786.00| 77.15000 925.80| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0132 808-75996 80.000 EACH| 5.00000 400.00| 11.57000 925.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0133 808-75998 80.000 EACH| 38.00000 3040.00| 43.91000 3512.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0134 808-92027 93.000 m | 3.65000 339.45| 2.67000 248.31| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0135 808-75278 65.000 m | 5.80000 377.00| 5.94000 386.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | SECTION TOTALS | $ 1,687,006.38| $ 1,773,342.67| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,687,006.38| $ 1,773,342.67| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/25/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B285007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 5,060,034.36 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 5,326,988.65 105.2757% 3 35-1139301 E & B PAVING, INC. $ 5,440,283.75 107.5147% 4 35-0175870 BERNS CONSTRUCTION COMPANY, INC. $ 5,639,655.83 111.4548% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,048,196.15 119.5287% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ROAD REHABILITATION | | | 0001 105-01925 18.000 MOS | 1500.00000 27000.00| 1000.00000 18000.00| 1600.00000 28800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 70000.00000 70000.00| 67830.00000 67830.00| 65400.00000 65400.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 185000.00000 185000.00| 253000.00000 253000.00| 236000.00000 236000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 33884.84000 33884.84| 49000.00000 49000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1524.000 m2 | 13.00000 19812.00| 6.40000 9753.60| 8.70000 13258.80 PAVEMENT, REMOVE | | | 0006 202-02241 1648.000 m | 6.00000 9888.00| 5.78000 9525.44| 3.75000 6180.00 GUARDRAIL, REMOVE | | | 0007 202-02273 1944.000 m2 | 19.00000 36936.00| 21.00000 40824.00| 8.20000 15940.80 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02274 6568.000 m | 7.00000 45976.00| 9.00000 59112.00| 7.60000 49916.80 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0009 202-02278 72.000 m | 27.00000 1944.00| 12.96000 933.12| 15.80000 1137.60 CURB, CONCRETE, REMOVE | | | 0010 202-03875 18.000 EACH| 65.00000 1170.00| 40.90000 736.20| 315.00000 5670.00 CONCRETE STEPS, REMOVE | | | 0011 202-52710 2879.000 m2 | 6.00000 17274.00| 5.75000 16554.25| 4.90000 14107.10 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60820 349.000 m2 | 10.00000 3490.00| 12.17000 4247.33| 6.27000 2188.23 SURFACE MILLING, ASPHALT | | | 0013 202-60822 5334.000 m2 | 5.00000 26670.00| 6.08000 32430.72| 5.13000 27363.42 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-78515 LUMP| 6514.00000 6514.00| 9211.26000 9211.26| 8602.29000 8602.29 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-91385 21.000 EACH| 466.00000 9786.00| 204.49000 4294.29| 315.00000 6615.00 INLET, REMOVE | | | 0016 202-91840 168.000 m | 6.00000 1008.00| 6.30000 1058.40| 12.50000 2100.00 FENCE, CHAIN LINK, REMOVE | | | 0017 202-94810 4.000 EACH| 123.00000 492.00| 53.00000 212.00| 315.00000 1260.00 CURB TURNOUT, REMOVE | | | 0018 203-02000 5284.000 m3 | 20.00000 105680.00| 15.00000 79260.00| 29.50000 155878.00 EXCAVATION, COMMON | | | 0019 203-02045 2182.000 m3 | 6.20000 13528.40| 13.89000 30307.98| 15.20000 33166.40 EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 205-02224 125.000 m | 6.00000 750.00| 5.86000 732.50| 5.58000 697.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02231 216.000 m | 51.00000 11016.00| 30.00000 6480.00| 50.00000 10800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0022 205-02234 8.000 EACH| 70.00000 560.00| 73.50000 588.00| 70.00000 560.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0023 205-02236 15.000 EACH| 70.00000 1050.00| 73.50000 1102.50| 70.00000 1050.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0024 205-02237 94.000 EACH| 40.00000 3760.00| 42.00000 3948.00| 40.00000 3760.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0025 211-02060 897.400 m3 | 30.00000 26922.00| 33.18000 29775.73| 33.00000 29614.20 B BORROW FOR STRUCTURE BACKFILL | | | 0026 303-52308 728.000 Mg | 20.00000 14560.00| 20.07000 14610.96| 29.00000 21112.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0027 304-04403 1384.000 m3 | 41.00000 56744.00| 45.66000 63193.44| 46.88000 64881.92 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0028 305-91919 4101.000 m | 2.70000 11072.70| 3.00000 12303.00| 6.11000 25057.11 JOINT AND CRACK CLEANING AND SEALING | | | 0029 310-04014 16400.000 m2 | 80.00000 1312000.00| 89.00000 1459600.00| 95.00000 1558000.00 PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0030 401-05455 17934.000 Mg | 32.00000 573888.00| 33.18000 595050.12| 33.00000 591822.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0031 401-05456 5978.000 Mg | 45.00000 269010.00| 51.98000 310736.44| 53.00000 316834.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 401-05463 698.000 Mg | 40.00000 27920.00| 42.26000 29497.48| 35.00000 24430.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0033 401-05464 233.000 Mg | 49.00000 11417.00| 65.10000 15168.30| 57.00000 13281.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0034 405-05517 0.600 Mg | 600.00000 360.00| 630.00000 378.00| 200.00000 120.00 ASPHALT FOR PRIME COAT | | | 0035 406-05520 46.000 Mg | 170.00000 7820.00| 396.90000 18257.40| 150.00000 6900.00 ASPHALT FOR TACK COAT | | | 0036 501-02400 LUMP| 4500.00000 4500.00| 2625.00000 2625.00| 7000.00000 7000.00 PROFILOGRAPH | | | 0037 501-03489 3169.000 EACH| 5.00000 15845.00| 5.31000 16827.39| 5.00000 15845.00 TIE BAR, RETROFIT | | | 0038 501-05170 4848.000 m2 | 39.00000 189072.00| 30.54000 148057.92| 33.00000 159984.00 CEMENT CONCRETE PAVEMENT, PLAIN, 225 mm | | | 0039 501-05220 250.000 m2 | 47.00000 11750.00| 37.46000 9365.00| 37.00000 9250.00 CEMENT CONCRETE PAVEMENT, PLAIN, HIGH | | | EARLY STRENGTH, 225 mm | | | 0040 501-05240 772.000 m | 21.00000 16212.00| 16.60000 12815.20| 33.00000 25476.00 CONTRACTION JOINT, D1 | | | 0041 601-01115 34.200 m | 94.00000 3214.80| 98.70000 3375.54| 113.00000 3864.60 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0042 601-01522 10.000 EACH| 1110.00000 11100.00| 1165.50000 11655.00| 1080.00000 10800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-02103 86.100 m | 40.00000 3444.00| 41.84000 3602.42| 45.00000 3874.50 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0044 601-05999 9.000 EACH| 36.00000 324.00| 37.80000 340.20| 29.00000 261.00 CURVED TERMINAL END | | | 0045 601-94689 7.000 EACH| 3150.00000 22050.00| 3307.50000 23152.50| 2970.00000 20790.00 GUARDRAIL END TREATMENT, OS | | | 0046 601-99105 1195.800 m | 30.00000 35874.00| 31.82000 38050.36| 30.40000 36352.32 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 601-99106 76.200 m | 54.00000 4114.80| 56.60000 4312.92| 57.50000 4381.50 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0048 601-99132 4.000 EACH| 50.00000 200.00| 52.50000 210.00| 85.00000 340.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0049 604-06069 670.000 m2 | 44.00000 29480.00| 40.84000 27362.80| 48.00000 32160.00 CURB RAMP, CONCRETE | | | 0050 604-06070 1702.000 m2 | 26.00000 44252.00| 24.00000 40848.00| 31.00000 52762.00 SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 604-44251 7.050 m3 | 893.00000 6295.65| 955.90000 6739.10| 750.00000 5287.50 STEPS, CONCRETE | | | 0052 605-06120 100.000 m | 76.00000 7600.00| 52.93000 5293.00| 65.00000 6500.00 CURB, CONCRETE | | | 0053 605-06125 983.000 m | 87.00000 85521.00| 75.00000 73725.00| 52.00000 51116.00 CURB, CONCRETE, MODIFIED | | | 0054 605-06235 1478.000 m | 90.00000 133020.00| 89.88000 132842.64| 71.00000 104938.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0055 607-06345 23.000 m | 108.00000 2484.00| 85.02000 1955.46| 105.00000 2415.00 PAVED SIDE DITCH, C | | | 0056 610-05527 154.000 Mg | 60.00000 9240.00| 63.00000 9702.00| 115.00000 17710.00 HMA FOR APPROACHES | | | 0057 611-05330 2040.000 m2 | 35.00000 71400.00| 35.64000 72705.60| 34.00000 69360.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0058 615-06500 6.000 EACH| 300.00000 1800.00| 315.00000 1890.00| 390.00000 2340.00 MONUMENT, A | | | 0059 615-06510 4.000 EACH| 320.00000 1280.00| 336.00000 1344.00| 340.00000 1360.00 MONUMENT, C | | | 0060 615-06515 3.000 EACH| 135.00000 405.00| 141.75000 425.25| 240.00000 720.00 MONUMENT, D | | | 0061 616-02320 104.800 m2 | 5.00000 524.00| 2.88000 301.82| 2.80000 293.44 GEOTEXTILES | | | 0062 616-06405 76.100 Mg | 43.00000 3272.30| 27.88000 2121.67| 41.00000 3120.10 RIPRAP, REVETMENT | | | 0063 621-01004 4.000 EACH| 650.00000 2600.00| 682.50000 2730.00| 650.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 1.700 Mg | 695.00000 1181.50| 729.75000 1240.58| 695.00000 1181.50 FERTILIZER | | | 0065 621-06554 319.000 kg | 11.00000 3509.00| 11.08000 3534.52| 10.55000 3365.45 SEED MIXTURE, U | | | 0066 621-06557 418.000 kg | 9.00000 3762.00| 9.24000 3862.32| 8.80000 3678.40 SEED MIXTURE, T | | | 0067 621-06565 9.000 Mg | 535.00000 4815.00| 561.75000 5055.75| 535.00000 4815.00 MULCHING MATERIAL | | | 0068 621-06567 47.000 kL | 1.00000 47.00| 1.05000 49.35| 1.00000 47.00 WATER | | | 0069 621-06575 2585.000 m2 | 3.00000 7755.00| 3.10000 8013.50| 2.95000 7625.75 SODDING, NURSERY | | | 0070 715-01662 354.000 m | 17.00000 6018.00| 18.08000 6400.32| 48.00000 16992.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-05028 476.000 m | 59.00000 28084.00| 49.32000 23476.32| 53.00000 25228.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0072 715-05031 27.000 m | 98.00000 2646.00| 63.01000 1701.27| 81.00000 2187.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0073 715-05032 153.000 m | 91.00000 13923.00| 56.15000 8590.95| 63.00000 9639.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0074 715-05048 5599.000 m | 8.30000 46471.70| 6.73000 37681.27| 12.00000 67188.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0075 715-05217 483.000 m | 94.00000 45402.00| 62.75000 30308.25| 62.00000 29946.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0076 715-05363 26.000 m | 131.00000 3406.00| 183.54000 4772.04| 240.00000 6240.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0077 715-05951 93.900 m | 604.00000 56715.60| 640.54000 60146.71| 614.00000 57654.60 RELINE EXISTING PIPE STRUCTURE, 900 mm, | | | CURED IN PLACE | | | 0078 715-05952 193.300 m | 668.00000 129124.40| 708.41000 136935.65| 678.00000 131057.40 RELINE EXISTING PIPE STRUCTURE, 1050 mm,| | | CURED IN PLACE | | | 0079 715-46000 29.000 EACH| 245.00000 7105.00| 200.26000 5807.54| 255.00000 7395.00 PIPE END SECTION, 300 mm | | | 0080 715-46005 1.000 EACH| 257.00000 257.00| 258.94000 258.94| 290.00000 290.00 PIPE END SECTION, 375 mm | | | 0081 715-46010 6.000 EACH| 292.00000 1752.00| 320.05000 1920.30| 345.00000 2070.00 PIPE END SECTION, 450 mm | | | 0082 715-46055 6.000 EACH| 230.00000 1380.00| 348.48000 2090.88| 425.00000 2550.00 PIPE END SECTION, MIN. AREA .17 m2 | | | 0083 715-91361 66.000 m | 10.00000 660.00| 27.59000 1820.94| 38.00000 2508.00 PIPE, PVC, 150 mm | | | 0084 715-92037 32.000 m | 53.00000 1696.00| 24.68000 789.76| 28.00000 896.00 PIPE, PVC, 100 mm | | | 0085 718-94889 1120.000 m3 | 30.00000 33600.00| 42.80000 47936.00| 36.50000 40880.00 AGGREGATE FOR UNDERDRAINS, 8 | | | 0086 718-99153 11199.000 m2 | 1.00000 11199.00| 2.14000 23965.86| 1.75000 19598.25 GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-03329 10.000 EACH| 77.00000 770.00| 186.10000 1861.00| 475.00000 4750.00 INLET, CLEAN AND FLUSH | | | 0088 720-04499 10.000 EACH| 944.00000 9440.00| 575.96000 5759.60| 530.00000 5300.00 INLET, RECONSTRUCT | | | 0089 720-44000 46.000 EACH| 366.00000 16836.00| 276.49000 12718.54| 565.00000 25990.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 720-44015 6.000 EACH| 803.00000 4818.00| 650.98000 3905.88| 770.00000 4620.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0091 720-44035 1.000 EACH| 824.00000 824.00| 663.08000 663.08| 795.00000 795.00 CASTING, 6, FURNISH AND ADJUST TO GRADE | | | 0092 720-44040 1.000 EACH| 606.00000 606.00| 445.28000 445.28| 565.00000 565.00 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0093 720-44045 46.000 EACH| 726.00000 33396.00| 548.13000 25213.98| 690.00000 31740.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0094 720-44055 18.000 EACH| 803.00000 14454.00| 638.88000 11499.84| 770.00000 13860.00 CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0095 720-44075 1.000 EACH| 1093.00000 1093.00| 983.73000 983.73| 1075.00000 1075.00 CASTING, 14, FURNISH AND ADJUST TO GRADE| | | 0096 720-45045 2.000 EACH| 1428.00000 2856.00| 1102.31000 2204.62| 1455.00000 2910.00 INLET, J10 | | | 0097 720-99315 10.000 EACH| 89.00000 890.00| 228.45000 2284.50| 475.00000 4750.00 CLEAN EXISTING CATCH BASINS | | | 0098 801-01153 3800.000 m | 0.30000 1140.00| 0.29000 1102.00| 0.30000 1140.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0099 801-01154 4450.000 m | 0.30000 1335.00| 0.29000 1290.50| 0.30000 1335.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0100 801-01155 2050.000 m | 0.30000 615.00| 0.29000 594.50| 0.30000 615.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, WHITE, 100 mm | | | 0101 801-01428 150.000 m | 21.00000 3150.00| 22.05000 3307.50| 3.75000 562.50 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0102 801-01504 17.000 EACH| 42.00000 714.00| 44.10000 749.70| 45.00000 765.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0103 801-01726 1330.000 m | 0.30000 399.00| 0.29000 385.70| 0.30000 399.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, YELLOW, 100 mm | | | 0104 801-04627 90.000 DAY | 369.00000 33210.00| 425.80000 38322.00| 375.00000 33750.00 WATCHMAN | | | 0105 801-06044 4830.000 m | 4.00000 19320.00| 3.93000 18981.90| 3.75000 18112.50 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 125 mm | | | 0106 801-06046 15464.000 m | 4.00000 61856.00| 3.93000 60773.52| 3.75000 57990.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 801-06046 1683.000 m | 4.00000 6732.00| 3.93000 6614.19| 3.75000 6311.25 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm (BROKEN) | | | 0108 801-06046 78.000 m | 4.00000 312.00| 3.93000 306.54| 3.70000 288.60 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm (DOTTED, 600 mm LINE, 1200 mm | | | GAP) | | | 0109 801-06047 5414.000 m | 1.20000 6496.80| 1.21000 6550.94| 1.21000 6550.94 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 125 mm | | | 0110 801-06606 50.000 EACH| 155.00000 7750.00| 162.75000 8137.50| 100.00000 5000.00 BARRICADE, IIIB | | | 0111 801-06640 180.000 EACH| 120.00000 21600.00| 126.00000 22680.00| 90.00000 16200.00 CONSTRUCTION SIGN, A | | | 0112 801-06648 451.000 m | 1.20000 541.20| 1.21000 545.71| 1.21000 545.71 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 125 mm | | | 0113 801-06648 1319.000 m | 1.20000 1582.80| 1.21000 1595.99| 1.21000 1595.99 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 125 mm (BROKEN) | | | 0114 801-06710 2090.000 DAY | 16.00000 33440.00| 16.80000 35112.00| 15.00000 31350.00 FLASHING ARROW SIGN | | | 0115 801-06775 LUMP| 120000.00000 120000.00| 170000.00000 170000.00| 133000.00000 133000.00 MAINTAINING TRAFFIC | | | 0116 801-96385 34.000 EACH| 35.00000 1190.00| 36.75000 1249.50| 100.00000 3400.00 TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0117 801-96918 12.000 m | 7.00000 84.00| 7.35000 88.20| 7.90000 94.80 TEMPORARY TRANSVERSE MARKINGS, II, STOP | | | LINE, 600 mm | | | 0118 801-98510 27.000 EACH| 30.00000 810.00| 31.50000 850.50| 45.00000 1215.00 TEMPORARY PAINT, LANE INDICATION ARROWS | | | 0119 801-98523 200.000 m | 4.00000 800.00| 3.68000 736.00| 5.90000 1180.00 TEMPORARY PAINT, STOP LINE, 600 mm | | | 0120 801-98531 20.000 EACH| 35.00000 700.00| 36.75000 735.00| 55.00000 1100.00 TEMPORARY PAINT, WORD (ONLY) | | | 0121 802-02489 12.000 m | 28.00000 336.00| 36.10000 433.20| 33.73000 404.76 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0122 802-76035 24.840 m2 | 235.00000 5837.40| 144.33000 3585.16| 134.88000 3350.42 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 803-02310 1941.300 kg | 1.70000 3300.21| 1.06000 2057.78| 0.99000 1921.89 REINFORCING STEEL, SIGN FOUNDATION | | | 0124 803-04626 10.000 EACH| 839.00000 8390.00| 1425.69000 14256.90| 1331.43000 13314.30 SIGN FOUNDATION, CONCRETE | | | 0125 803-76125 5.000 EACH| 5235.00000 26175.00| 7134.33000 35671.65| 6662.66000 33313.30 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0126 805-01842 26.000 EACH| 469.00000 12194.00| 786.44000 20447.44| 734.44000 19095.44 HANDHOLE, SIGNAL | | | 0127 805-01843 2.000 EACH| 392.00000 784.00| 184.82000 369.64| 172.61000 345.22 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0128 805-01893 LUMP| 6618.00000 6618.00| 1588.50000 1588.50| 1483.49000 1483.49 MAINTAINING TRAFFIC SIGNAL | | | 0129 805-02087 LUMP| 2036.00000 2036.00| 291.12000 291.12| 271.87000 271.87 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0130 805-02152 32.000 EACH| 350.00000 11200.00| 414.54000 13265.28| 387.14000 12388.48 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0131 805-02327 6.000 EACH| 163.00000 978.00| 152.75000 916.50| 142.66000 855.96 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0132 805-02439 4.000 EACH| 226.00000 904.00| 195.70000 782.80| 182.76000 731.04 CONDUIT RISER, GALVANIZED, 50 mm | | | 0133 805-02598 183.000 m | 31.00000 5673.00| 36.48000 6675.84| 34.09000 6238.47 CONDUIT, BRIDGE MOUNTED | | | 0134 805-05870 16.000 EACH| 1161.00000 18576.00| 1386.48000 22183.68| 1294.82000 20717.12 SIGNAL SUPPORT FOUNDATION 915 X 3.1 m | | | 0135 805-06592 2538.000 m | 27.00000 68526.00| 34.45000 87434.10| 32.15000 81596.70 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0136 805-78109 8.000 EACH| 11446.00000 91568.00| 10341.38000 82731.04| 9657.69000 77261.52 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0137 805-78205 25.000 EACH| 352.00000 8800.00| 388.59000 9714.75| 362.90000 9072.50 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0138 805-78230 16.000 EACH| 619.00000 9904.00| 612.33000 9797.28| 571.85000 9149.60 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0139 805-78415 16.000 EACH| 1334.00000 21344.00| 1055.61000 16889.76| 985.82000 15773.12 SPAN, CATENARY, AND TETHER | | | 0140 805-78420 16.000 EACH| 196.00000 3136.00| 231.18000 3698.88| 215.89000 3454.24 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 805-78445 6.000 EACH| 314.00000 1884.00| 315.60000 1893.60| 294.73000 1768.38 SIGNAL SERVICE | | | 0142 805-78465 105.000 m | 6.20000 651.00| 6.96000 730.80| 6.50000 682.50 SIGNAL CABLE, 2C 8GA. | | | 0143 805-78470 6300.000 m | 2.00000 12600.00| 0.35000 2205.00| 0.33000 2079.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0144 805-78480 208.000 m | 3.00000 624.00| 4.24000 881.92| 3.97000 825.76 SIGNAL CABLE, 3C 14GA. | | | 0145 805-78485 1432.000 m | 3.50000 5012.00| 8.37000 11985.84| 7.81000 11183.92 SIGNAL CABLE, 5C 14GA. | | | 0146 805-78490 407.000 m | 4.00000 1628.00| 8.13000 3308.91| 7.58000 3085.06 SIGNAL CABLE, 7C 14GA. | | | 0147 805-78495 604.000 m | 4.00000 2416.00| 9.44000 5701.76| 8.79000 5309.16 SIGNAL CABLE, 9C 14GA. | | | 0148 805-78500 606.000 m | 5.00000 3030.00| 9.33000 5653.98| 8.69000 5266.14 SIGNAL CABLE, 11C 14GA. | | | 0149 805-78510 3815.000 m | 3.00000 11445.00| 3.55000 13543.25| 3.31000 12627.65 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0150 805-78785 53.000 EACH| 337.00000 17861.00| 629.82000 33380.46| 588.19000 31174.07 SIGNAL DETECTOR HOUSING | | | 0151 805-78795 2565.200 m | 23.00000 58999.60| 16.88000 43300.58| 15.75000 40401.90 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0152 805-78925 2.000 EACH| 519.00000 1038.00| 956.52000 1913.04| 893.28000 1786.56 CONTROLLER CABINET FOUNDATION, P1 | | | 0153 805-81032 16.000 EACH| 2483.00000 39728.00| 2413.27000 38612.32| 2253.72000 36059.52 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0154 805-92504 3.000 EACH| 272.00000 816.00| 251.99000 755.97| 235.33000 705.99 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0155 805-94295 10.000 EACH| 300.00000 3000.00| 387.42000 3874.20| 361.81000 3618.10 SIGNAL HEAD, RELOCATE | | | 0156 805-94971 5785.000 m | 7.00000 40495.00| 2.86000 16545.10| 2.66000 15388.10 FIBER OPTICS CABLE | | | 0157 805-96121 36.000 EACH| 89.00000 3204.00| 165.11000 5943.96| 154.20000 5551.20 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0158 805-97505 4.000 EACH| 519.00000 2076.00| 956.52000 3826.08| 893.28000 3573.12 MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0159 805-97509 2.000 EACH| 519.00000 1038.00| 1696.74000 3393.48| 792.28000 1584.56 MODIFY M FOUNDATION TO P1 FOUNDATION | | | 0160 808-01045 26.000 m | 2.00000 52.00| 1.58000 41.08| 1.30000 33.80 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 808-06701 2985.000 m | 1.00000 2985.00| 0.83000 2477.55| 0.85000 2537.25 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0162 808-06703 6276.000 m | 1.00000 6276.00| 0.83000 5209.08| 0.85000 5334.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0163 808-06705 390.000 m | 4.00000 1560.00| 3.68000 1435.20| 0.85000 331.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0164 808-06716 2200.000 m | 2.00000 4400.00| 1.58000 3476.00| 1.30000 2860.00 LINE, REMOVE | | | 0165 808-75240 1331.000 m | 1.00000 1331.00| 0.83000 1104.73| 0.85000 1131.35 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0166 808-75245 6485.000 m | 1.00000 6485.00| 0.83000 5382.55| 0.85000 5512.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0167 808-75256 390.000 m | 4.00000 1560.00| 3.68000 1435.20| 3.30000 1287.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0168 808-75260 120.000 m | 5.00000 600.00| 5.25000 630.00| 4.90000 588.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0169 808-75297 297.000 m | 10.00000 2970.00| 10.50000 3118.50| 9.85000 2925.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0170 808-75300 831.000 m | 2.50000 2077.50| 2.36000 1961.16| 2.15000 1786.65 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0171 808-75320 33.000 EACH| 50.00000 1650.00| 52.50000 1732.50| 52.00000 1716.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0172 808-75325 28.000 EACH| 55.00000 1540.00| 57.75000 1617.00| 62.00000 1736.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0173 808-75998 580.000 EACH| 25.00000 14500.00| 26.72000 15497.60| 25.45000 14761.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0174 808-98796 30.000 m | 2.00000 60.00| 1.58000 47.40| 1.30000 39.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 5,060,034.36| $ 5,326,988.65| $ 5,440,283.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,060,034.36| $ 5,326,988.65| $ 5,440,283.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 18.000 MOS | 1200.00000 21600.00| 1650.00000 29700.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 70400.00000 70400.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 281400.00000 281400.00| 290000.00000 290000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 140000.00000 140000.00| 50000.00000 50000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 1524.000 m2 | 4.78000 7284.72| 20.00000 30480.00| PAVEMENT, REMOVE | | | 0006 202-02241 1648.000 m | 3.75000 6180.00| 4.00000 6592.00| GUARDRAIL, REMOVE | | | 0007 202-02273 1944.000 m2 | 10.75000 20898.00| 30.00000 58320.00| CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02274 6568.000 m | 14.45000 94907.60| 17.00000 111656.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0009 202-02278 72.000 m | 14.45000 1040.40| 25.00000 1800.00| CURB, CONCRETE, REMOVE | | | 0010 202-03875 18.000 EACH| 250.00000 4500.00| 250.00000 4500.00| CONCRETE STEPS, REMOVE | | | 0011 202-52710 2879.000 m2 | 3.60000 10364.40| 7.50000 21592.50| SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60820 349.000 m2 | 6.00000 2094.00| 7.50000 2617.50| SURFACE MILLING, ASPHALT | | | 0013 202-60822 5334.000 m2 | 4.50000 24003.00| 6.00000 32004.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0014 202-78515 LUMP| 8772.63000 8772.63| 10000.00000 10000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-91385 21.000 EACH| 250.00000 5250.00| 290.00000 6090.00| INLET, REMOVE | | | 0016 202-91840 168.000 m | 12.50000 2100.00| 13.00000 2184.00| FENCE, CHAIN LINK, REMOVE | | | 0017 202-94810 4.000 EACH| 250.00000 1000.00| 300.00000 1200.00| CURB TURNOUT, REMOVE | | | 0018 203-02000 5284.000 m3 | 19.65000 103830.60| 20.00000 105680.00| EXCAVATION, COMMON | | | 0019 203-02045 2182.000 m3 | 9.65000 21056.30| 29.00000 63278.00| EXCAVATION FOR SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02224 125.000 m | 6.00000 750.00| 6.00000 750.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02231 216.000 m | 15.00000 3240.00| 50.00000 10800.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0022 205-02234 8.000 EACH| 70.00000 560.00| 74.00000 592.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0023 205-02236 15.000 EACH| 70.00000 1050.00| 74.00000 1110.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0024 205-02237 94.000 EACH| 40.00000 3760.00| 42.00000 3948.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0025 211-02060 897.400 m3 | 20.00000 17948.00| 19.00000 17050.60| B BORROW FOR STRUCTURE BACKFILL | | | 0026 303-52308 728.000 Mg | 19.30000 14050.40| 26.00000 18928.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0027 304-04403 1384.000 m3 | 45.75000 63318.00| 45.00000 62280.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0028 305-91919 4101.000 m | 6.00000 24606.00| 4.00000 16404.00| JOINT AND CRACK CLEANING AND SEALING | | | 0029 310-04014 16400.000 m2 | 104.40000 1712160.00| 101.00000 1656400.00| PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0030 401-05455 17934.000 Mg | 32.80000 588235.20| 32.80000 588235.20| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0031 401-05456 5978.000 Mg | 46.00000 274988.00| 46.00000 274988.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0032 401-05463 698.000 Mg | 36.50000 25477.00| 36.50000 25477.00| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0033 401-05464 233.000 Mg | 55.40000 12908.20| 55.40000 12908.20| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0034 405-05517 0.600 Mg | 875.00000 525.00| 875.00000 525.00| ASPHALT FOR PRIME COAT | | | 0035 406-05520 46.000 Mg | 140.00000 6440.00| 140.00000 6440.00| ASPHALT FOR TACK COAT | | | 0036 501-02400 LUMP| 2250.00000 2250.00| 2250.00000 2250.00| PROFILOGRAPH | | | 0037 501-03489 3169.000 EACH| 6.80000 21549.20| 9.50000 30105.50| TIE BAR, RETROFIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 501-05170 4848.000 m2 | 31.75000 153924.00| 40.00000 193920.00| CEMENT CONCRETE PAVEMENT, PLAIN, 225 mm | | | 0039 501-05220 250.000 m2 | 59.80000 14950.00| 75.00000 18750.00| CEMENT CONCRETE PAVEMENT, PLAIN, HIGH | | | EARLY STRENGTH, 225 mm | | | 0040 501-05240 772.000 m | 16.40000 12660.80| 25.00000 19300.00| CONTRACTION JOINT, D1 | | | 0041 601-01115 34.200 m | 113.00000 3864.60| 119.00000 4069.80| GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0042 601-01522 10.000 EACH| 1080.00000 10800.00| 1139.00000 11390.00| GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-02103 86.100 m | 45.00000 3874.50| 47.50000 4089.75| GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0044 601-05999 9.000 EACH| 29.00000 261.00| 30.60000 275.40| CURVED TERMINAL END | | | 0045 601-94689 7.000 EACH| 2970.00000 20790.00| 3130.00000 21910.00| GUARDRAIL END TREATMENT, OS | | | 0046 601-99105 1195.800 m | 30.40000 36352.32| 32.00000 38265.60| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 601-99106 76.200 m | 57.50000 4381.50| 60.60000 4617.72| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0048 601-99132 4.000 EACH| 85.00000 340.00| 89.75000 359.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0049 604-06069 670.000 m2 | 35.90000 24053.00| 70.00000 46900.00| CURB RAMP, CONCRETE | | | 0050 604-06070 1702.000 m2 | 29.90000 50889.80| 40.00000 68080.00| SIDEWALK, CONCRETE | | | 0051 604-44251 7.050 m3 | 1308.00000 9221.40| 1400.00000 9870.00| STEPS, CONCRETE | | | 0052 605-06120 100.000 m | 82.00000 8200.00| 65.00000 6500.00| CURB, CONCRETE | | | 0053 605-06125 983.000 m | 34.10000 33520.30| 64.50000 63403.50| CURB, CONCRETE, MODIFIED | | | 0054 605-06235 1478.000 m | 93.60000 138340.80| 111.00000 164058.00| CENTER CURB, D, CONCRETE, MODIFIED | | | 0055 607-06345 23.000 m | 82.00000 1886.00| 175.00000 4025.00| PAVED SIDE DITCH, C | | | 0056 610-05527 154.000 Mg | 68.50000 10549.00| 68.50000 10549.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 611-05330 2040.000 m2 | 38.90000 79356.00| 75.00000 153000.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0058 615-06500 6.000 EACH| 350.00000 2100.00| 325.00000 1950.00| MONUMENT, A | | | 0059 615-06510 4.000 EACH| 350.00000 1400.00| 395.00000 1580.00| MONUMENT, C | | | 0060 615-06515 3.000 EACH| 150.00000 450.00| 195.00000 585.00| MONUMENT, D | | | 0061 616-02320 104.800 m2 | 5.00000 524.00| 2.25000 235.80| GEOTEXTILES | | | 0062 616-06405 76.100 Mg | 55.00000 4185.50| 63.00000 4794.30| RIPRAP, REVETMENT | | | 0063 621-01004 4.000 EACH| 650.00000 2600.00| 685.00000 2740.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 1.700 Mg | 695.00000 1181.50| 733.00000 1246.10| FERTILIZER | | | 0065 621-06554 319.000 kg | 10.55000 3365.45| 11.15000 3556.85| SEED MIXTURE, U | | | 0066 621-06557 418.000 kg | 8.80000 3678.40| 9.30000 3887.40| SEED MIXTURE, T | | | 0067 621-06565 9.000 Mg | 535.00000 4815.00| 565.00000 5085.00| MULCHING MATERIAL | | | 0068 621-06567 47.000 kL | 1.00000 47.00| 1.04000 48.88| WATER | | | 0069 621-06575 2585.000 m2 | 4.15000 10727.75| 4.50000 11632.50| SODDING, NURSERY | | | 0070 715-01662 354.000 m | 18.90000 6690.60| 7.00000 2478.00| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0071 715-05028 476.000 m | 63.35000 30154.60| 106.00000 50456.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0072 715-05031 27.000 m | 73.85000 1993.95| 114.00000 3078.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0073 715-05032 153.000 m | 68.70000 10511.10| 103.00000 15759.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0074 715-05048 5599.000 m | 13.15000 73626.85| 12.50000 69987.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0075 715-05217 483.000 m | 47.20000 22797.60| 98.00000 47334.00| PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0076 715-05363 26.000 m | 80.00000 2080.00| 107.00000 2782.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 715-05951 93.900 m | 650.00000 61035.00| 610.00000 57279.00| RELINE EXISTING PIPE STRUCTURE, 900 mm, | | | CURED IN PLACE | | | 0078 715-05952 193.300 m | 790.00000 152707.00| 680.00000 131444.00| RELINE EXISTING PIPE STRUCTURE, 1050 mm,| | | CURED IN PLACE | | | 0079 715-46000 29.000 EACH| 300.00000 8700.00| 204.00000 5916.00| PIPE END SECTION, 300 mm | | | 0080 715-46005 1.000 EACH| 315.00000 315.00| 219.00000 219.00| PIPE END SECTION, 375 mm | | | 0081 715-46010 6.000 EACH| 350.00000 2100.00| 235.00000 1410.00| PIPE END SECTION, 450 mm | | | 0082 715-46055 6.000 EACH| 360.00000 2160.00| 273.00000 1638.00| PIPE END SECTION, MIN. AREA .17 m2 | | | 0083 715-91361 66.000 m | 42.65000 2814.90| 34.75000 2293.50| PIPE, PVC, 150 mm | | | 0084 715-92037 32.000 m | 42.65000 1364.80| 36.95000 1182.40| PIPE, PVC, 100 mm | | | 0085 718-94889 1120.000 m3 | 30.20000 33824.00| 34.25000 38360.00| AGGREGATE FOR UNDERDRAINS, 8 | | | 0086 718-99153 11199.000 m2 | 0.70000 7839.30| 1.55000 17358.45| GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-03329 10.000 EACH| 85.00000 850.00| 190.00000 1900.00| INLET, CLEAN AND FLUSH | | | 0088 720-04499 10.000 EACH| 600.00000 6000.00| 250.00000 2500.00| INLET, RECONSTRUCT | | | 0089 720-44000 46.000 EACH| 300.00000 13800.00| 325.00000 14950.00| CASTING, ADJUST TO GRADE | | | 0090 720-44015 6.000 EACH| 750.00000 4500.00| 695.00000 4170.00| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0091 720-44035 1.000 EACH| 800.00000 800.00| 720.00000 720.00| CASTING, 6, FURNISH AND ADJUST TO GRADE | | | 0092 720-44040 1.000 EACH| 600.00000 600.00| 460.00000 460.00| CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0093 720-44045 46.000 EACH| 680.00000 31280.00| 604.00000 27784.00| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0094 720-44055 18.000 EACH| 800.00000 14400.00| 695.00000 12510.00| CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0095 720-44075 1.000 EACH| 1000.00000 1000.00| 1040.00000 1040.00| CASTING, 14, FURNISH AND ADJUST TO GRADE| | | 0096 720-45045 2.000 EACH| 1350.00000 2700.00| 1900.00000 3800.00| INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 720-99315 10.000 EACH| 100.00000 1000.00| 130.00000 1300.00| CLEAN EXISTING CATCH BASINS | | | 0098 801-01153 3800.000 m | 0.28000 1064.00| 0.29000 1102.00| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0099 801-01154 4450.000 m | 0.28000 1246.00| 0.29000 1290.50| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0100 801-01155 2050.000 m | 0.28000 574.00| 0.29000 594.50| TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, WHITE, 100 mm | | | 0101 801-01428 150.000 m | 21.00000 3150.00| 22.00000 3300.00| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0102 801-01504 17.000 EACH| 42.00000 714.00| 44.00000 748.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0103 801-01726 1330.000 m | 0.28000 372.40| 0.29000 385.70| TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, YELLOW, 100 mm | | | 0104 801-04627 90.000 DAY | 325.00000 29250.00| 258.00000 23220.00| WATCHMAN | | | 0105 801-06044 4830.000 m | 3.00000 14490.00| 3.95000 19078.50| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 125 mm | | | 0106 801-06046 15464.000 m | 3.00000 46392.00| 3.95000 61082.80| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm | | | 0107 801-06046 1683.000 m | 3.00000 5049.00| 3.95000 6647.85| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm (BROKEN) | | | 0108 801-06046 78.000 m | 3.74000 291.72| 3.95000 308.10| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm (DOTTED, 600 mm LINE, 1200 mm | | | GAP) | | | 0109 801-06047 5414.000 m | 1.15000 6226.10| 1.20000 6496.80| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 125 mm | | | 0110 801-06606 50.000 EACH| 100.00000 5000.00| 105.00000 5250.00| BARRICADE, IIIB | | | 0111 801-06640 180.000 EACH| 90.00000 16200.00| 95.00000 17100.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 801-06648 451.000 m | 1.15000 518.65| 1.20000 541.20| TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 125 mm | | | 0113 801-06648 1319.000 m | 1.15000 1516.85| 1.20000 1582.80| TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 125 mm (BROKEN) | | | 0114 801-06710 2090.000 DAY | 15.00000 31350.00| 16.00000 33440.00| FLASHING ARROW SIGN | | | 0115 801-06775 LUMP| 175000.00000 175000.00| 299000.00000 299000.00| MAINTAINING TRAFFIC | | | 0116 801-96385 34.000 EACH| 35.00000 1190.00| 37.00000 1258.00| TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0117 801-96918 12.000 m | 7.00000 84.00| 7.35000 88.20| TEMPORARY TRANSVERSE MARKINGS, II, STOP | | | LINE, 600 mm | | | 0118 801-98510 27.000 EACH| 30.00000 810.00| 31.65000 854.55| TEMPORARY PAINT, LANE INDICATION ARROWS | | | 0119 801-98523 200.000 m | 3.50000 700.00| 3.70000 740.00| TEMPORARY PAINT, STOP LINE, 600 mm | | | 0120 801-98531 20.000 EACH| 35.00000 700.00| 36.95000 739.00| TEMPORARY PAINT, WORD (ONLY) | | | 0121 802-02489 12.000 m | 34.38000 412.56| 36.25000 435.00| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0122 802-76035 24.840 m2 | 137.46000 3414.51| 145.00000 3601.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0123 803-02310 1941.300 kg | 1.01000 1960.71| 1.06000 2057.78| REINFORCING STEEL, SIGN FOUNDATION | | | 0124 803-04626 10.000 EACH| 1357.80000 13578.00| 1440.00000 14400.00| SIGN FOUNDATION, CONCRETE | | | 0125 803-76125 5.000 EACH| 6794.60000 33973.00| 7165.00000 35825.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0126 805-01842 26.000 EACH| 748.99000 19473.74| 790.00000 20540.00| HANDHOLE, SIGNAL | | | 0127 805-01843 2.000 EACH| 176.02000 352.04| 186.00000 372.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0128 805-01893 LUMP| 1512.86000 1512.86| 1600.00000 1600.00| MAINTAINING TRAFFIC SIGNAL | | | 0129 805-02087 LUMP| 277.26000 277.26| 293.00000 293.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 805-02152 32.000 EACH| 394.80000 12633.60| 416.00000 13312.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0131 805-02327 6.000 EACH| 145.48000 872.88| 154.00000 924.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0132 805-02439 4.000 EACH| 186.38000 745.52| 196.00000 784.00| CONDUIT RISER, GALVANIZED, 50 mm | | | 0133 805-02598 183.000 m | 34.74000 6357.42| 36.65000 6706.95| CONDUIT, BRIDGE MOUNTED | | | 0134 805-05870 16.000 EACH| 1320.46000 21127.36| 1393.00000 22288.00| SIGNAL SUPPORT FOUNDATION 915 X 3.1 m | | | 0135 805-06592 2538.000 m | 32.81000 83271.78| 34.60000 87814.80| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0136 805-78109 8.000 EACH| 9848.93000 78791.44| 10400.00000 83200.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0137 805-78205 25.000 EACH| 370.09000 9252.25| 390.00000 9750.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0138 805-78230 16.000 EACH| 583.17000 9330.72| 615.00000 9840.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0139 805-78415 16.000 EACH| 1005.34000 16085.44| 1060.00000 16960.00| SPAN, CATENARY, AND TETHER | | | 0140 805-78420 16.000 EACH| 220.17000 3522.72| 232.00000 3712.00| DISCONNECT HANGER | | | 0141 805-78445 6.000 EACH| 300.57000 1803.42| 317.00000 1902.00| SIGNAL SERVICE | | | 0142 805-78465 105.000 m | 6.63000 696.15| 7.00000 735.00| SIGNAL CABLE, 2C 8GA. | | | 0143 805-78470 6300.000 m | 0.33000 2079.00| 0.34000 2142.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0144 805-78480 208.000 m | 4.04000 840.32| 4.25000 884.00| SIGNAL CABLE, 3C 14GA. | | | 0145 805-78485 1432.000 m | 7.97000 11413.04| 8.40000 12028.80| SIGNAL CABLE, 5C 14GA. | | | 0146 805-78490 407.000 m | 7.74000 3150.18| 8.15000 3317.05| SIGNAL CABLE, 7C 14GA. | | | 0147 805-78495 604.000 m | 8.99000 5429.96| 9.50000 5738.00| SIGNAL CABLE, 9C 14GA. | | | 0148 805-78500 606.000 m | 8.89000 5387.34| 9.35000 5666.10| SIGNAL CABLE, 11C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 805-78510 3815.000 m | 3.38000 12894.70| 3.57000 13619.55| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0150 805-78785 53.000 EACH| 599.83000 31790.99| 632.00000 33496.00| SIGNAL DETECTOR HOUSING | | | 0151 805-78795 2565.200 m | 16.08000 41248.42| 16.90000 43351.88| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0152 805-78925 2.000 EACH| 910.97000 1821.94| 960.00000 1920.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0153 805-81032 16.000 EACH| 2298.35000 36773.60| 2425.00000 38800.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0154 805-92504 3.000 EACH| 239.99000 719.97| 253.00000 759.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0155 805-94295 10.000 EACH| 368.97000 3689.70| 389.00000 3890.00| SIGNAL HEAD, RELOCATE | | | 0156 805-94971 5785.000 m | 2.72000 15735.20| 2.85000 16487.25| FIBER OPTICS CABLE | | | 0157 805-96121 36.000 EACH| 157.25000 5661.00| 165.00000 5940.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0158 805-97505 4.000 EACH| 910.97000 3643.88| 960.00000 3840.00| MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0159 805-97509 2.000 EACH| 807.97000 1615.94| 852.00000 1704.00| MODIFY M FOUNDATION TO P1 FOUNDATION | | | 0160 808-01045 26.000 m | 1.50000 39.00| 1.55000 40.30| LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0161 808-06701 2985.000 m | 0.79000 2358.15| 0.82000 2447.70| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0162 808-06703 6276.000 m | 0.79000 4958.04| 0.82000 5146.32| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0163 808-06705 390.000 m | 3.50000 1365.00| 3.68000 1435.20| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0164 808-06716 2200.000 m | 1.50000 3300.00| 1.57000 3454.00| LINE, REMOVE | | | 0165 808-75240 1331.000 m | 0.79000 1051.49| 0.82000 1091.42| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0166 808-75245 6485.000 m | 0.79000 5123.15| 0.82000 5317.70| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 140 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,841,431.86 ROUTE : B285 CALL ORDER : 140 CONTRACT ID : R -24318-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0175870 |(5) 35-1917625 | |BERNS CONSTRUCTION COMPANY, |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 808-75256 390.000 m | 3.50000 1365.00| 3.65000 1423.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0168 808-75260 120.000 m | 5.00000 600.00| 5.25000 630.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0169 808-75297 297.000 m | 10.00000 2970.00| 10.50000 3118.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0170 808-75300 831.000 m | 2.25000 1869.75| 2.35000 1952.85| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0171 808-75320 33.000 EACH| 50.00000 1650.00| 52.75000 1740.75| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0172 808-75325 28.000 EACH| 55.00000 1540.00| 58.00000 1624.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0173 808-75998 580.000 EACH| 25.45000 14761.00| 26.85000 15573.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0174 808-98796 30.000 m | 1.50000 45.00| 1.55000 46.50| LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 5,639,655.83| $ 6,048,196.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,639,655.83| $ 6,048,196.15| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,959,862.82 ROUTE : I-465 CALL ORDER : 150 CONTRACT ID : R -24328-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654330 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,854,960.05 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,973,900.00 106.4119% 3 35-1139301 E & B PAVING, INC. $ 2,097,000.00 113.0482% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SHOULDER REHABILITATION AND REPAIR | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| 2100.00000 12600.00| 1700.00000 10200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 20000.00000 20000.00| 10600.00000 10600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 92000.00000 92000.00| 52332.65000 52332.65| 103562.62000 103562.62 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-91385 5.000 EACH| 600.00000 3000.00| 580.00000 2900.00| 550.00000 2750.00 INLET, REMOVE | | | 0005 202-94793 263.500 m | 41.00000 10803.50| 90.00000 23715.00| 36.00000 9486.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0006 203-02080 5.500 km | 1800.00000 9900.00| 6700.00000 36850.00| 65000.00000 357500.00 LINEAR GRADING | | | 0007 205-02224 282.000 m | 6.00000 1692.00| 5.60000 1579.20| 5.50000 1551.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02236 13.000 EACH| 74.00000 962.00| 72.00000 936.00| 70.00000 910.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0009 211-02060 14.500 m3 | 25.00000 362.50| 75.50000 1094.75| 25.00000 362.50 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 1264.000 Mg | 20.00000 25280.00| 27.00000 34128.00| 20.00000 25280.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 305-05731 33902.000 Mg | 33.70000 1142497.40| 34.50000 1169619.00| 30.00000 1017060.00 WIDENING WITH QC/QA HMA | | | 0012 401-05455 8477.000 Mg | 30.50000 258548.50| 30.50000 258548.50| 30.00000 254310.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 3853.000 Mg | 42.00000 161826.00| 42.50000 163752.50| 41.00000 157973.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,959,862.82 ROUTE : I-465 CALL ORDER : 150 CONTRACT ID : R -24328-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05520 51.300 Mg | 150.00000 7695.00| 150.00000 7695.00| 155.00000 7951.50 ASPHALT FOR TACK COAT | | | 0015 602-04137 211.000 m | 42.00000 8862.00| 11.00000 2321.00| 36.00000 7596.00 BARRIER, PRECAST CONCRETE, RESET | | | 0016 602-95580 263.500 m | 115.00000 30302.50| 75.00000 19762.50| 111.00000 29248.50 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0017 621-01004 1.000 EACH| 1500.00000 1500.00| 680.00000 680.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06545 0.700 Mg | 690.00000 483.00| 670.00000 469.00| 640.00000 448.00 FERTILIZER | | | 0019 621-06553 141.000 kg | 9.10000 1283.10| 9.00000 1269.00| 8.60000 1212.60 SEED MIXTURE, R | | | 0020 621-06565 3.400 Mg | 520.00000 1768.00| 510.00000 1734.00| 490.00000 1666.00 MULCHING MATERIAL | | | 0021 715-01459 17.000 m | 160.00000 2720.00| 170.00000 2890.00| 215.00000 3655.00 PIPE, REINFORCED CONCRETE, III, 300 mm | | | 0022 720-04682 2.000 EACH| 1190.00000 2380.00| 1100.00000 2200.00| 900.00000 1800.00 INLET , RESET | | | 0023 720-45042 5.000 EACH| 1950.00000 9750.00| 2000.00000 10000.00| 850.00000 4250.00 INLET, HA5 | | | 0024 801-04627 80.000 DAY | 300.00000 24000.00| 370.00000 29600.00| 300.00000 24000.00 WATCHMAN | | | 0025 801-06605 6.000 EACH| 300.00000 1800.00| 80.00000 480.00| 75.00000 450.00 BARRICADE, IIIA | | | 0026 801-06640 58.000 EACH| 69.00000 4002.00| 63.00000 3654.00| 60.00000 3480.00 CONSTRUCTION SIGN, A | | | 0027 801-06643 1155.000 m | 3.15000 3638.25| 5.00000 5775.00| 2.09000 2413.95 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0028 801-06644 990.000 m | 3.15000 3118.50| 5.00000 4950.00| 2.09000 2069.10 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0029 801-06710 160.000 DAY | 16.00000 2560.00| 17.00000 2720.00| 16.00000 2560.00 FLASHING ARROW SIGN | | | 0030 801-06775 LUMP| 17600.00000 17600.00| 96500.00000 96500.00| 49000.00000 49000.00 MAINTAINING TRAFFIC | | | 0031 808-06702 168.000 m | 4.00000 672.00| 2.60000 436.80| 2.50000 420.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,959,862.82 ROUTE : I-465 CALL ORDER : 150 CONTRACT ID : R -24328-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-06716 543.000 m | 1.60000 868.80| 1.70000 923.10| 1.61000 874.23 LINE, REMOVE | | | 0033 808-75051 165.000 m | 5.00000 825.00| 4.20000 693.00| 4.00000 660.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0034 808-75061 210.000 m | 6.00000 1260.00| 5.20000 1092.00| 5.00000 1050.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | SECTION TOTALS | $ 1,854,960.05| $ 1,973,900.00| $ 2,097,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,854,960.05| $ 1,973,900.00| $ 2,097,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : W675 CALL ORDER : 160 CONTRACT ID : R -24329-A COUNTIES : KNOX LETTING DATE : 07/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,157,461.00 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,366,947.35 118.0987% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE ROUTE : I-70 CALL ORDER : 170 CONTRACT ID : R -24403-A COUNTIES : MARION LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0703208 SET-ASIDE : VENDOR RANKING : VENDOR RANKING : NO BIDS WERE RECEIVED FOR CONTRACT ***** NO VALID BIDS WERE RECEIVED FOR CONTRACT ***** INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : F600(003) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 889,182.53 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 1,022,364.79 114.9780% 3 35-0997978 PHEND & BROWN, INC. $ 1,050,452.05 118.1368% 4 35-1016737 WAYNE ASPHALT & CONSTRUCTION COMPANY, INC. $ 1,075,358.83 120.9379% ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-0997978 |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-01925 12.000 MOS | 800.00000 9600.00| 1450.00000 17400.00| 1500.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25400.00000 25400.00| 10000.00000 10000.00| 31000.00000 31000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 44350.00000 44350.00| 50000.00000 50000.00| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8800.00000 8800.00| 40000.00000 40000.00| 13200.00000 13200.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2076.000 m2 | 16.00000 33216.00| 9.30000 19306.80| 17.30000 35914.80 PAVEMENT, REMOVE | | | 0006 202-02245 1.000 EACH| 250.00000 250.00| 350.00000 350.00| 260.00000 260.00 TREE, 150 mm, REMOVE | | | 0007 202-02255 3.000 EACH| 500.00000 1500.00| 750.00000 2250.00| 350.00000 1050.00 TREE, 460 mm, REMOVE | | | 0008 202-04089 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 26.25000 52.50 SHEET SIGN, REMOVE | | | 0009 202-93615 296.000 m2 | 10.00000 2960.00| 12.00000 3552.00| 13.00000 3848.00 CONCRETE, REMOVE | | | 0010 202-93995 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 525.00000 525.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0011 202-93999 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1.05000 1.05 SIGNAL POLE, REMOVE | | | 0012 202-96151 LUMP| 350.00000 350.00| 350.00000 350.00| 370.00000 370.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 203-02000 6451.000 m3 | 14.40000 92894.40| 16.50000 106441.50| 11.00000 70961.00 EXCAVATION, COMMON | | | 0014 203-02045 3535.000 m3 | 4.70000 16614.50| 5.00000 17675.00| 8.00000 28280.00 EXCAVATION FOR SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-0997978 |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02070 536.000 m3 | 20.00000 10720.00| 9.00000 4824.00| 15.00000 8040.00 BORROW | | | 0016 205-02224 580.000 m | 5.40000 3132.00| 5.40000 3132.00| 5.70000 3306.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02226 72.000 m | 39.25000 2826.00| 39.25000 2826.00| 41.20000 2966.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0018 205-02234 9.000 EACH| 60.00000 540.00| 60.00000 540.00| 63.00000 567.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 63.00000 126.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 205-02237 12.000 EACH| 30.00000 360.00| 30.00000 360.00| 31.50000 378.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0021 211-02060 910.000 m3 | 15.00000 13650.00| 13.00000 11830.00| 21.80000 19838.00 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 486.000 Mg | 13.50000 6561.00| 30.00000 14580.00| 15.80000 7678.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 303-52309 280.000 Mg | 15.00000 4200.00| 30.00000 8400.00| 13.70000 3836.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0024 303-60910 21.600 Mg | 30.00000 648.00| 60.00000 1296.00| 26.00000 561.60 COMPACTED AGGREGATE FOR SURFACE, 0 | | | 0025 304-04403 469.000 m3 | 35.00000 16415.00| 35.50000 16649.50| 45.30000 21245.70 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0026 305-05206 100.800 Mg | 60.00000 6048.00| 75.00000 7560.00| 52.50000 5292.00 WIDENING WITH HMA , TEMPORARY | | | 0027 402-05468 3363.300 Mg | 24.00000 80719.20| 25.75000 86604.98| 25.20000 84755.16 HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 1090.700 Mg | 27.00000 29448.90| 28.00000 30539.60| 28.35000 30921.35 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05475 715.700 Mg | 23.00000 16461.10| 29.65000 21220.51| 28.35000 20290.10 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0030 402-05477 520.700 Mg | 35.00000 18224.50| 36.50000 19005.55| 36.75000 19135.73 HMA SURFACE 9.5 mm, MAINLINE | | | 0031 405-05517 12.500 Mg | 325.00000 4062.50| 160.00000 2000.00| 341.00000 4262.50 ASPHALT FOR PRIME COAT | | | 0032 406-05520 6.800 Mg | 200.00000 1360.00| 160.00000 1088.00| 210.00000 1428.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-0997978 |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 501-05181 1997.000 m2 | 40.00000 79880.00| 46.75000 93359.75| 55.00000 109835.00 CEMENT CONCRETE PAVEMENT, PLAIN, 275 mm | | | 0034 501-05240 577.000 m | 15.00000 8655.00| 32.00000 18464.00| 35.00000 20195.00 CONTRACTION JOINT, D1 | | | 0035 501-93683 679.000 m2 | 50.00000 33950.00| 46.75000 31743.25| 55.00000 37345.00 CEMENT CONCRETE PAVEMENT FOR SHOULDER, | | | PLAIN, FULL DEPTH, 275 mm | | | 0036 604-91531 10.600 m2 | 60.00000 636.00| 58.00000 614.80| 58.00000 614.80 SIDEWALK, CONCRETE, 100 mm | | | 0037 605-02042 4.000 EACH| 375.00000 1500.00| 65.00000 260.00| 65.00000 260.00 CURB AND GUTTER TURNOUT, CONCRETE | | | 0038 605-06140 1010.000 m | 30.00000 30300.00| 31.50000 31815.00| 31.50000 31815.00 CURB AND GUTTER, CONCRETE | | | 0039 605-06225 147.000 m | 60.00000 8820.00| 82.00000 12054.00| 87.00000 12789.00 CENTER CURB, B, CONCRETE, MODIFIED | | | 0040 607-06175 6.000 m | 75.00000 450.00| 87.00000 522.00| 87.00000 522.00 GUTTER, CONCRETE | | | 0041 610-05527 98.000 Mg | 50.00000 4900.00| 90.00000 8820.00| 73.50000 7203.00 HMA FOR APPROACHES | | | 0042 611-05330 207.000 m2 | 40.00000 8280.00| 40.00000 8280.00| 40.00000 8280.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 611-06497 10.000 EACH| 125.00000 1250.00| 125.00000 1250.00| 131.00000 1310.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06505 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 370.00000 740.00 MONUMENT, B | | | 0045 615-06515 1.000 EACH| 225.00000 225.00| 225.00000 225.00| 240.00000 240.00 MONUMENT, D | | | 0046 616-02320 286.000 m2 | 3.00000 858.00| 3.75000 1072.50| 2.40000 686.40 GEOTEXTILES | | | 0047 616-06406 286.000 m2 | 20.00000 5720.00| 30.50000 8723.00| 16.50000 4719.00 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 895.00000 1790.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-01882 163.000 kg | 13.60000 2216.80| 13.60000 2216.80| 14.30000 2330.90 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0050 621-06545 2.000 Mg | 550.00000 1100.00| 550.00000 1100.00| 577.60000 1155.20 FERTILIZER | | | 0051 621-06548 4.400 kg | 44.00000 193.60| 44.00000 193.60| 46.20000 203.28 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-0997978 |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-06554 300.000 kg | 8.40000 2520.00| 8.40000 2520.00| 8.80000 2640.00 SEED MIXTURE, U | | | 0053 621-06565 16.300 Mg | 430.00000 7009.00| 430.00000 7009.00| 451.50000 7359.45 MULCHING MATERIAL | | | 0054 621-06567 328.100 kL | 1.00000 328.10| 1.00000 328.10| 1.05000 344.51 WATER | | | 0055 621-06574 438.000 m2 | 2.90000 1270.20| 2.90000 1270.20| 3.05000 1335.90 SODDING | | | 0056 621-06575 2385.000 m2 | 2.90000 6916.50| 2.90000 6916.50| 3.05000 7274.25 SODDING, NURSERY | | | 0057 622-52436 1.000 EACH| 25.00000 25.00| 40.00000 40.00| 26.25000 26.25 SIGN, DO NOT MOW OR SPRAY | | | 0058 702-44240 0.550 m3 | 500.00000 275.00| 1000.00000 550.00| 4400.00000 2420.00 CONCRETE, A, STRUCTURES | | | 0059 715-05024 6.000 m | 100.00000 600.00| 190.00000 1140.00| 195.00000 1170.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0060 715-05054 30.000 m | 20.00000 600.00| 90.00000 2700.00| 36.00000 1080.00 PIPE, UNDERDRAIN OUTLET, 200 mm , PVC | | | 0061 715-05123 51.000 m | 50.00000 2550.00| 115.00000 5865.00| 145.00000 7395.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0062 715-05149 63.000 m | 35.00000 2205.00| 110.00000 6930.00| 80.00000 5040.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 125.000 m | 40.00000 5000.00| 95.00000 11875.00| 90.00000 11250.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05152 144.000 m | 50.00000 7200.00| 105.00000 15120.00| 90.00000 12960.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0065 715-05153 104.000 m | 60.00000 6240.00| 105.00000 10920.00| 95.00000 9880.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0066 715-05154 227.000 m | 70.00000 15890.00| 140.00000 31780.00| 105.00000 23835.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0067 715-05168 60.000 m | 35.00000 2100.00| 90.00000 5400.00| 90.00000 5400.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0068 715-46000 11.000 EACH| 150.00000 1650.00| 160.00000 1760.00| 200.00000 2200.00 PIPE END SECTION, 300 mm | | | 0069 718-03277 1321.400 m | 12.00000 15856.80| 8.75000 11562.25| 13.00000 17178.20 PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0070 718-04881 6.000 EACH| 300.00000 1800.00| 220.00000 1320.00| 170.00000 1020.00 OUTLET PROTECTOR, B | | | 0071 718-94889 204.000 m3 | 30.00000 6120.00| 34.50000 7038.00| 24.08000 4912.32 AGGREGATE FOR UNDERDRAINS, 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-0997978 |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 718-99153 3362.000 m2 | 2.00000 6724.00| 1.20000 4034.40| 1.70000 5715.40 GEOTEXTILES FOR UNDERDRAIN | | | 0073 720-03757 2.000 EACH| 2250.00000 4500.00| 2500.00000 5000.00| 2600.00000 5200.00 MANHOLE, C15 | | | 0074 720-44000 3.000 EACH| 200.00000 600.00| 250.00000 750.00| 300.00000 900.00 CASTING, ADJUST TO GRADE | | | 0075 720-45030 2.000 EACH| 1500.00000 3000.00| 1200.00000 2400.00| 1600.00000 3200.00 INLET, E7 | | | 0076 720-45045 3.000 EACH| 1600.00000 4800.00| 1750.00000 5250.00| 1800.00000 5400.00 INLET, J10 | | | 0077 720-45055 3.000 EACH| 1600.00000 4800.00| 1750.00000 5250.00| 1800.00000 5400.00 INLET, M10 | | | 0078 720-45410 2.000 EACH| 1700.00000 3400.00| 2000.00000 4000.00| 2700.00000 5400.00 MANHOLE, C4 | | | 0079 720-45605 0.400 m | 500.00000 200.00| 1000.00000 400.00| 2500.00000 1000.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0080 720-94208 2.000 EACH| 2000.00000 4000.00| 2100.00000 4200.00| 2700.00000 5400.00 MANHOLE, C10 | | | 0081 720-98174 2.000 EACH| 2000.00000 4000.00| 2200.00000 4400.00| 2500.00000 5000.00 INLET, B15 | | | 0082 730-98976 2.000 EACH| 5000.00000 10000.00| 5400.00000 10800.00| 5500.00000 11000.00 GRATED BOX END SECTION, II, 6:1, 600 mm | | | 0083 801-01093 5.000 EACH| 2400.00000 12000.00| 500.00000 2500.00| 2520.00000 12600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0084 801-01153 1152.000 m | 1.25000 1440.00| 1.25000 1440.00| 3.52000 4055.04 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0085 801-01154 786.000 m | 1.25000 982.50| 1.25000 982.50| 3.52000 2766.72 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0086 801-04308 5.000 EACH| 475.00000 2375.00| 475.00000 2375.00| 376.00000 1880.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06622 28.000 EACH| 145.00000 4060.00| 155.00000 4340.00| 234.00000 6552.00 STANDARD BARRICADE, III | | | 0088 801-06640 37.000 EACH| 155.00000 5735.00| 155.00000 5735.00| 162.80000 6023.60 CONSTRUCTION SIGN, A | | | 0089 801-06645 2.000 EACH| 55.00000 110.00| 55.00000 110.00| 139.70000 279.40 CONSTRUCTION SIGN, B | | | 0090 801-06710 192.000 DAY | 20.00000 3840.00| 20.00000 3840.00| 29.90000 5740.80 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-0997978 |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 801-06775 LUMP| 27000.00000 27000.00| 42350.00000 42350.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0092 802-02489 38.500 m | 28.00000 1078.00| 28.00000 1078.00| 29.40000 1131.90 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0093 802-76025 7.480 m2 | 145.00000 1084.60| 145.00000 1084.60| 152.30000 1139.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0094 802-99045 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 52.50000 105.00 SIGN REMOUNTING | | | 0095 804-06771 6.000 EACH| 25.00000 150.00| 25.00000 150.00| 26.00000 156.00 DELINEATOR POST, FLEXIBLE | | | 0096 805-01842 1.000 EACH| 625.00000 625.00| 625.00000 625.00| 656.00000 656.00 HANDHOLE, SIGNAL | | | 0097 805-01844 100.000 m | 32.00000 3200.00| 32.00000 3200.00| 33.60000 3360.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0098 805-02441 616.000 m | 0.75000 462.00| 0.75000 462.00| 0.80000 492.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0099 805-02855 2.000 EACH| 1300.00000 2600.00| 1300.00000 2600.00| 1365.00000 2730.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | 0100 805-78230 2.000 EACH| 580.00000 1160.00| 580.00000 1160.00| 600.00000 1200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0101 805-78415 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1680.00000 6720.00 SPAN, CATENARY, AND TETHER | | | 0102 805-78420 4.000 EACH| 190.00000 760.00| 190.00000 760.00| 199.50000 798.00 DISCONNECT HANGER | | | 0103 805-78485 86.000 m | 3.00000 258.00| 3.00000 258.00| 3.15000 270.90 SIGNAL CABLE, 5C 14GA. | | | 0104 805-78490 260.000 m | 3.70000 962.00| 3.70000 962.00| 3.90000 1014.00 SIGNAL CABLE, 7C 14GA. | | | 0105 805-78510 525.000 m | 2.80000 1470.00| 2.80000 1470.00| 2.95000 1548.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0106 805-78784 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 263.00000 1052.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0107 805-78785 4.000 EACH| 475.00000 1900.00| 475.00000 1900.00| 498.00000 1992.00 SIGNAL DETECTOR HOUSING | | | 0108 805-78795 200.000 m | 29.50000 5900.00| 29.50000 5900.00| 31.00000 6200.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-0997978 |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 805-81032 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 2625.00000 5250.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0110 805-98752 6.000 EACH| 440.00000 2640.00| 440.00000 2640.00| 462.00000 2772.00 TRAFFIC SIGNAL INDICATION, 1 WAY, 3 | | | SECTION, 305 mm RED, 305 mm AMBER, 305 | | | mm GREEN | | | 0111 808-01428 8.000 m | 5.00000 40.00| 5.00000 40.00| 44.10000 352.80 TEMPORARY TRANSVERSE MARKINGS, WHITE, | | | STOP LINE, 600mm | | | 0112 808-02157 6.000 EACH| 75.00000 450.00| 75.00000 450.00| 81.90000 491.40 PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0113 808-03178 10.000 EACH| 130.00000 1300.00| 130.00000 1300.00| 153.80000 1538.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0114 808-03179 8.000 EACH| 186.00000 1488.00| 186.00000 1488.00| 171.70000 1373.60 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0115 808-06703 945.600 m | 1.15000 1087.44| 1.15000 1087.44| 1.17000 1106.35 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0116 808-06716 1104.000 m | 3.50000 3864.00| 3.50000 3864.00| 3.48000 3841.92 LINE, REMOVE | | | 0117 808-75051 779.300 m | 4.25000 3312.03| 4.25000 3312.03| 3.68000 2867.82 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0118 808-75054 293.000 m | 4.25000 1245.25| 4.25000 1245.25| 3.70000 1084.10 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0119 808-75059 48.200 m | 4.25000 204.85| 4.25000 204.85| 3.70000 178.34 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0120 808-75067 34.000 m | 25.00000 850.00| 25.00000 850.00| 40.95000 1392.30 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0121 808-75240 73.300 m | 1.15000 84.30| 1.15000 84.30| 1.17000 85.76 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0122 808-75245 671.400 m | 1.15000 772.11| 1.15000 772.11| 1.17000 785.54 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0123 808-75278 52.000 m | 9.50000 494.00| 9.50000 494.00| 3.90000 202.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-0997978 |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 808-75297 22.300 m | 9.50000 211.85| 22.30000 497.29| 17.85000 398.06 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0125 808-75320 6.000 EACH| 49.00000 294.00| 49.00000 294.00| 134.90000 809.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0126 808-75325 6.000 EACH| 70.00000 420.00| 70.00000 420.00| 46.20000 277.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0127 808-75996 31.000 EACH| 5.00000 155.00| 10.43000 323.33| 52.00000 1612.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0128 808-75998 68.000 EACH| 33.00000 2244.00| 33.00000 2244.00| 33.00000 2244.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0129 808-92027 270.000 m | 3.25000 877.50| 3.25000 877.50| 3.20000 864.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 889,182.53| $ 1,022,364.79| $ 1,050,452.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 889,182.53| $ 1,022,364.79| $ 1,050,452.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-01925 12.000 MOS | 1300.00000 15600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 2076.000 m2 | 8.50000 17646.00| | PAVEMENT, REMOVE | | | 0006 202-02245 1.000 EACH| 100.00000 100.00| | TREE, 150 mm, REMOVE | | | 0007 202-02255 3.000 EACH| 190.00000 570.00| | TREE, 460 mm, REMOVE | | | 0008 202-04089 2.000 EACH| 25.00000 50.00| | SHEET SIGN, REMOVE | | | 0009 202-93615 296.000 m2 | 5.00000 1480.00| | CONCRETE, REMOVE | | | 0010 202-93995 1.000 EACH| 500.00000 500.00| | SIGNAL POLE FOUNDATION, REMOVE | | | 0011 202-93999 1.000 EACH| 1.00000 1.00| | SIGNAL POLE, REMOVE | | | 0012 202-96151 LUMP| 350.00000 350.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 203-02000 6451.000 m3 | 20.00000 129020.00| | EXCAVATION, COMMON | | | 0014 203-02045 3535.000 m3 | 10.00000 35350.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 203-02070 536.000 m3 | 30.00000 16080.00| | BORROW | | | 0016 205-02224 580.000 m | 5.40000 3132.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02226 72.000 m | 39.25000 2826.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0018 205-02234 9.000 EACH| 60.00000 540.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02236 2.000 EACH| 60.00000 120.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 205-02237 12.000 EACH| 30.00000 360.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0021 211-02060 910.000 m3 | 18.20000 16562.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 486.000 Mg | 16.00000 7776.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 303-52309 280.000 Mg | 16.00000 4480.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0024 303-60910 21.600 Mg | 26.00000 561.60| | COMPACTED AGGREGATE FOR SURFACE, 0 | | | 0025 304-04403 469.000 m3 | 63.00000 29547.00| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0026 305-05206 100.800 Mg | 50.00000 5040.00| | WIDENING WITH HMA , TEMPORARY | | | 0027 402-05468 3363.300 Mg | 30.00000 100899.00| | HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 1090.700 Mg | 33.00000 35993.10| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05475 715.700 Mg | 35.00000 25049.50| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0030 402-05477 520.700 Mg | 38.00000 19786.60| | HMA SURFACE 9.5 mm, MAINLINE | | | 0031 405-05517 12.500 Mg | 350.00000 4375.00| | ASPHALT FOR PRIME COAT | | | 0032 406-05520 6.800 Mg | 200.00000 1360.00| | ASPHALT FOR TACK COAT | | | 0033 501-05181 1997.000 m2 | 49.65000 99151.05| | CEMENT CONCRETE PAVEMENT, PLAIN, 275 mm | | | 0034 501-05240 577.000 m | 25.56000 14748.12| | CONTRACTION JOINT, D1 | | | 0035 501-93683 679.000 m2 | 48.52000 32945.08| | CEMENT CONCRETE PAVEMENT FOR SHOULDER, | | | PLAIN, FULL DEPTH, 275 mm | | | 0036 604-91531 10.600 m2 | 30.00000 318.00| | SIDEWALK, CONCRETE, 100 mm | | | 0037 605-02042 4.000 EACH| 285.00000 1140.00| | CURB AND GUTTER TURNOUT, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 605-06140 1010.000 m | 32.35000 32673.50| | CURB AND GUTTER, CONCRETE | | | 0039 605-06225 147.000 m | 82.00000 12054.00| | CENTER CURB, B, CONCRETE, MODIFIED | | | 0040 607-06175 6.000 m | 54.20000 325.20| | GUTTER, CONCRETE | | | 0041 610-05527 98.000 Mg | 55.00000 5390.00| | HMA FOR APPROACHES | | | 0042 611-05330 207.000 m2 | 39.30000 8135.10| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 611-06497 10.000 EACH| 125.00000 1250.00| | MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06505 2.000 EACH| 350.00000 700.00| | MONUMENT, B | | | 0045 615-06515 1.000 EACH| 225.00000 225.00| | MONUMENT, D | | | 0046 616-02320 286.000 m2 | 2.10000 600.60| | GEOTEXTILES | | | 0047 616-06406 286.000 m2 | 17.00000 4862.00| | RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH| 850.00000 1700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-01882 163.000 kg | 13.60000 2216.80| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0050 621-06545 2.000 Mg | 550.00000 1100.00| | FERTILIZER | | | 0051 621-06548 4.400 kg | 44.00000 193.60| | SEED MIXTURE, CV | | | 0052 621-06554 300.000 kg | 8.40000 2520.00| | SEED MIXTURE, U | | | 0053 621-06565 16.300 Mg | 430.00000 7009.00| | MULCHING MATERIAL | | | 0054 621-06567 328.100 kL | 1.00000 328.10| | WATER | | | 0055 621-06574 438.000 m2 | 2.90000 1270.20| | SODDING | | | 0056 621-06575 2385.000 m2 | 2.90000 6916.50| | SODDING, NURSERY | | | 0057 622-52436 1.000 EACH| 25.00000 25.00| | SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 702-44240 0.550 m3 | 800.00000 440.00| | CONCRETE, A, STRUCTURES | | | 0059 715-05024 6.000 m | 90.00000 540.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0060 715-05054 30.000 m | 26.00000 780.00| | PIPE, UNDERDRAIN OUTLET, 200 mm , PVC | | | 0061 715-05123 51.000 m | 95.00000 4845.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0062 715-05149 63.000 m | 85.00000 5355.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 125.000 m | 90.00000 11250.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05152 144.000 m | 82.00000 11808.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0065 715-05153 104.000 m | 84.00000 8736.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0066 715-05154 227.000 m | 95.00000 21565.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0067 715-05168 60.000 m | 85.00000 5100.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0068 715-46000 11.000 EACH| 150.00000 1650.00| | PIPE END SECTION, 300 mm | | | 0069 718-03277 1321.400 m | 9.40000 12421.16| | PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0070 718-04881 6.000 EACH| 175.00000 1050.00| | OUTLET PROTECTOR, B | | | 0071 718-94889 204.000 m3 | 32.00000 6528.00| | AGGREGATE FOR UNDERDRAINS, 8 | | | 0072 718-99153 3362.000 m2 | 1.00000 3362.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0073 720-03757 2.000 EACH| 1950.00000 3900.00| | MANHOLE, C15 | | | 0074 720-44000 3.000 EACH| 310.00000 930.00| | CASTING, ADJUST TO GRADE | | | 0075 720-45030 2.000 EACH| 935.00000 1870.00| | INLET, E7 | | | 0076 720-45045 3.000 EACH| 1335.00000 4005.00| | INLET, J10 | | | 0077 720-45055 3.000 EACH| 1335.00000 4005.00| | INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 720-45410 2.000 EACH| 1455.00000 2910.00| | MANHOLE, C4 | | | 0079 720-45605 0.400 m | 820.00000 328.00| | MANHOLE, RECONSTRUCT STRUCTURE | | | 0080 720-94208 2.000 EACH| 1345.00000 2690.00| | MANHOLE, C10 | | | 0081 720-98174 2.000 EACH| 1700.00000 3400.00| | INLET, B15 | | | 0082 730-98976 2.000 EACH| 3080.00000 6160.00| | GRATED BOX END SECTION, II, 6:1, 600 mm | | | 0083 801-01093 5.000 EACH| 2400.00000 12000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0084 801-01153 1152.000 m | 3.35000 3859.20| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0085 801-01154 786.000 m | 3.35000 2633.10| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0086 801-04308 5.000 EACH| 358.00000 1790.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06622 28.000 EACH| 223.00000 6244.00| | STANDARD BARRICADE, III | | | 0088 801-06640 37.000 EACH| 155.00000 5735.00| | CONSTRUCTION SIGN, A | | | 0089 801-06645 2.000 EACH| 133.00000 266.00| | CONSTRUCTION SIGN, B | | | 0090 801-06710 192.000 DAY | 15.00000 2880.00| | FLASHING ARROW SIGN | | | 0091 801-06775 LUMP| 54400.00000 54400.00| | MAINTAINING TRAFFIC | | | 0092 802-02489 38.500 m | 28.00000 1078.00| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0093 802-76025 7.480 m2 | 145.00000 1084.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0094 802-99045 2.000 EACH| 50.00000 100.00| | SIGN REMOUNTING | | | 0095 804-06771 6.000 EACH| 25.00000 150.00| | DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 805-01842 1.000 EACH| 625.00000 625.00| | HANDHOLE, SIGNAL | | | 0097 805-01844 100.000 m | 32.00000 3200.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0098 805-02441 616.000 m | 0.75000 462.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0099 805-02855 2.000 EACH| 1300.00000 2600.00| | SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | 0100 805-78230 2.000 EACH| 580.00000 1160.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0101 805-78415 4.000 EACH| 1600.00000 6400.00| | SPAN, CATENARY, AND TETHER | | | 0102 805-78420 4.000 EACH| 190.00000 760.00| | DISCONNECT HANGER | | | 0103 805-78485 86.000 m | 3.00000 258.00| | SIGNAL CABLE, 5C 14GA. | | | 0104 805-78490 260.000 m | 3.70000 962.00| | SIGNAL CABLE, 7C 14GA. | | | 0105 805-78510 525.000 m | 2.80000 1470.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0106 805-78784 4.000 EACH| 250.00000 1000.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0107 805-78785 4.000 EACH| 475.00000 1900.00| | SIGNAL DETECTOR HOUSING | | | 0108 805-78795 200.000 m | 29.50000 5900.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0109 805-81032 2.000 EACH| 2500.00000 5000.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0110 805-98752 6.000 EACH| 440.00000 2640.00| | TRAFFIC SIGNAL INDICATION, 1 WAY, 3 | | | SECTION, 305 mm RED, 305 mm AMBER, 305 | | | mm GREEN | | | 0111 808-01428 8.000 m | 42.00000 336.00| | TEMPORARY TRANSVERSE MARKINGS, WHITE, | | | STOP LINE, 600mm | | | 0112 808-02157 6.000 EACH| 78.00000 468.00| | PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0113 808-03178 10.000 EACH| 146.50000 1465.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 808-03179 8.000 EACH| 163.50000 1308.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0115 808-06703 945.600 m | 1.11000 1049.62| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0116 808-06716 1104.000 m | 3.31000 3654.24| | LINE, REMOVE | | | 0117 808-75051 779.300 m | 3.50000 2727.55| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0118 808-75054 293.000 m | 3.50000 1025.50| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0119 808-75059 48.200 m | 3.50000 168.70| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0120 808-75067 34.000 m | 39.00000 1326.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0121 808-75240 73.300 m | 1.11000 81.36| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0122 808-75245 671.400 m | 1.11000 745.25| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0123 808-75278 52.000 m | 3.75000 195.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0124 808-75297 22.300 m | 17.00000 379.10| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0125 808-75320 6.000 EACH| 128.50000 771.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0126 808-75325 6.000 EACH| 44.00000 264.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0127 808-75996 31.000 EACH| 10.00000 310.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0128 808-75998 68.000 EACH| 31.20000 2121.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,009,710.49 ROUTE : F600 CALL ORDER : 180 CONTRACT ID : R -24416-A COUNTIES : ALLEN LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 808-92027 270.000 m | 3.06000 826.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,075,358.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,075,358.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N877011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 2,898,694.73 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,966,965.56 102.3552% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 2,987,756.95 103.0724% 4 35-1035114 SUPERIOR CONSTRUCTION COMPANY, INC. $ 3,336,582.63 115.1063% 5 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 3,460,702.34 119.3882% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT, CONCRETE | | | 0001 105-01925 15.000 MOS | 750.00000 11250.00| 2500.00000 37500.00| 1300.00000 19500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 29000.00000 29000.00| 269000.00000 269000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 179100.00000 179100.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 45000.00000 45000.00| 42000.00000 42000.00 CLEARING RIGHT OF WAY | | | 0005 202-02245 1.000 EACH| 300.00000 300.00| 80.00000 80.00| 80.00000 80.00 TREE, 150 mm, REMOVE | | | 0006 202-02250 7.000 EACH| 350.00000 2450.00| 130.00000 910.00| 255.00000 1785.00 TREE, 250 mm, REMOVE | | | 0007 202-02255 9.000 EACH| 720.00000 6480.00| 210.00000 1890.00| 325.00000 2925.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 17.000 EACH| 1300.00000 22100.00| 475.00000 8075.00| 600.00000 10200.00 TREE, 760 mm, REMOVE | | | 0009 202-02265 1.000 EACH| 2400.00000 2400.00| 750.00000 750.00| 700.00000 700.00 TREE, 1220 mm, REMOVE | | | 0010 202-52710 1500.000 m2 | 5.60000 8400.00| 15.00000 22500.00| 5.70000 8550.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60821 400.000 m2 | 6.20000 2480.00| 16.00000 6400.00| 6.00000 2400.00 SURFACE MILLING, BITUMINOUS | | | 0012 202-78515 LUMP| 8350.00000 8350.00| 4800.00000 4800.00| 8000.00000 8000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 203-02000 6442.000 m3 | 16.00000 103072.00| 20.00000 128840.00| 15.00000 96630.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02237 50.000 EACH| 47.00000 2350.00| 48.00000 2400.00| 45.00000 2250.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02060 3621.000 m3 | 0.01000 36.21| 1.00000 3621.00| 1.00000 3621.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 741.000 Mg | 16.00000 11856.00| 22.00000 16302.00| 16.20000 12004.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 304-04403 3567.000 m3 | 27.00000 96309.00| 30.00000 107010.00| 30.60000 109150.20 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0018 305-05204 39.000 Mg | 85.00000 3315.00| 65.00000 2535.00| 70.00000 2730.00 HMA FOR PATCHING | | | 0019 402-05468 558.000 Mg | 26.00000 14508.00| 24.00000 13392.00| 24.00000 13392.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 383.000 Mg | 28.00000 10724.00| 26.00000 9958.00| 26.00000 9958.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 175.000 Mg | 36.00000 6300.00| 34.00000 5950.00| 34.00000 5950.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 405-05517 4.300 Mg | 470.00000 2021.00| 450.00000 1935.00| 450.00000 1935.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 1.300 Mg | 470.00000 611.00| 400.00000 520.00| 400.00000 520.00 ASPHALT FOR TACK COAT | | | 0024 501-04771 LUMP| 1200.00000 1200.00| 2400.00000 2400.00| 2400.00000 2400.00 CORING CONCRETE PAVEMENT | | | 0025 501-05180 19789.000 m2 | 27.03000 534896.67| 29.50000 583775.50| 29.50000 583775.50 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0026 501-05240 3390.000 m | 30.90000 104751.00| 31.00000 105090.00| 31.00000 105090.00 CONTRACTION JOINT, D1 | | | 0027 604-06069 468.000 m2 | 45.60000 21340.80| 51.00000 23868.00| 51.00000 23868.00 CURB RAMP, CONCRETE | | | 0028 604-06070 3348.000 m2 | 23.40000 78343.20| 30.00000 100440.00| 30.00000 100440.00 SIDEWALK, CONCRETE | | | 0029 605-06090 1623.000 m | 24.00000 38952.00| 18.00000 29214.00| 18.00000 29214.00 CURB, INTEGRAL, CONCRETE | | | 0030 605-52807 287.000 m | 30.00000 8610.00| 31.00000 8897.00| 31.00000 8897.00 CURB AND GUTTER, COMBINED | | | 0031 611-05330 421.000 m2 | 34.80000 14650.80| 42.00000 17682.00| 42.00000 17682.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 611-95728 662.000 m2 | 47.00000 31114.00| 46.00000 30452.00| 46.00000 30452.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06567 50.000 kL | 0.60000 30.00| 0.60000 30.00| 0.53000 26.50 WATER | | | 0034 621-06570 100.000 m3 | 35.00000 3500.00| 32.00000 3200.00| 15.00000 1500.00 TOP SOIL | | | 0035 621-06575 2543.000 m2 | 3.45000 8773.35| 3.60000 9154.80| 3.35000 8519.05 SODDING, NURSERY | | | 0036 622-05652 35.000 EACH| 1280.00000 44800.00| 1300.00000 45500.00| 1250.00000 43750.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0037 715-01354 685.000 m | 19.00000 13015.00| 28.00000 19180.00| 12.00000 8220.00 CLEAN EXISTING PIPE | | | 0038 715-05408 30.000 m | 282.00000 8460.00| 150.00000 4500.00| 140.00000 4200.00 PIPE, SANITARY SEWER, 200 mm | | | 0039 715-05409 20.000 m | 253.00000 5060.00| 150.00000 3000.00| 140.00000 2800.00 PIPE, SANITARY SEWER, 250 mm | | | 0040 715-05411 47.000 m | 238.00000 11186.00| 160.00000 7520.00| 152.00000 7144.00 PIPE, SANITARY SEWER, 300 mm | | | 0041 715-05412 10.000 m | 366.00000 3660.00| 185.00000 1850.00| 175.00000 1750.00 PIPE, SANITARY SEWER, 375 mm | | | 0042 715-05413 311.000 m | 319.00000 99209.00| 240.00000 74640.00| 225.00000 69975.00 PIPE, SANITARY SEWER, 450 mm | | | 0043 715-05415 20.000 m | 460.00000 9200.00| 265.00000 5300.00| 250.00000 5000.00 PIPE, SANITARY SEWER, 600 mm | | | 0044 715-05417 620.000 m | 350.00000 217000.00| 305.00000 189100.00| 290.00000 179800.00 PIPE, SANITARY SEWER, 750 mm | | | 0045 715-05711 36.000 m | 520.00000 18720.00| 73.00000 2628.00| 69.00000 2484.00 PIPE, SANITARY SEWER, 150 mm | | | 0046 715-13002 35.000 m | 119.00000 4165.00| 80.00000 2800.00| 75.00000 2625.00 PIPE, GROUP L, 200 mm | | | 0047 715-13005 3.000 m | 143.00000 429.00| 94.00000 282.00| 89.00000 267.00 PIPE, GROUP L, 250 mm | | | 0048 715-13010 462.000 m | 95.00000 43890.00| 85.00000 39270.00| 81.00000 37422.00 PIPE, GROUP L, 300mm | | | 0049 715-13020 538.000 m | 165.00000 88770.00| 175.00000 94150.00| 167.00000 89846.00 PIPE, GROUP L, 450mm | | | 0050 715-96669 28.000 m | 242.00000 6776.00| 385.00000 10780.00| 365.00000 10220.00 WATER MAIN, DUCTILE IRON, 400 mm | | | 0051 715-96670 253.000 m | 173.00000 43769.00| 215.00000 54395.00| 210.00000 53130.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0052 715-96671 300.000 m | 159.00000 47700.00| 205.00000 61500.00| 195.00000 58500.00 WATER MAIN, DUCTILE IRON, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-96672 5.000 m | 395.00000 1975.00| 205.00000 1025.00| 195.00000 975.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0054 720-01059 1.000 EACH| 16250.00000 16250.00| 7000.00000 7000.00| 6650.00000 6650.00 MANHOLE, E4, DROP | | | 0055 720-44000 35.000 EACH| 235.00000 8225.00| 500.00000 17500.00| 475.00000 16625.00 CASTING, ADJUST TO GRADE | | | 0056 720-44296 6.000 EACH| 390.00000 2340.00| 575.00000 3450.00| 545.00000 3270.00 CAP INLET | | | 0057 720-45045 41.000 EACH| 1000.00000 41000.00| 1100.00000 45100.00| 1025.00000 42025.00 INLET, J10 | | | 0058 720-45055 5.000 EACH| 1000.00000 5000.00| 1100.00000 5500.00| 1025.00000 5125.00 INLET, M10 | | | 0059 720-45410 10.000 EACH| 1775.00000 17750.00| 1300.00000 13000.00| 1235.00000 12350.00 MANHOLE, C4 | | | 0060 720-45414 5.000 EACH| 14900.00000 74500.00| 5800.00000 29000.00| 5500.00000 27500.00 MANHOLE, D4, DROP | | | 0061 720-45415 15.000 EACH| 4450.00000 66750.00| 2000.00000 30000.00| 1900.00000 28500.00 MANHOLE, D4 | | | 0062 720-45510 6.000 EACH| 1625.00000 9750.00| 1100.00000 6600.00| 1060.00000 6360.00 MANHOLE, C4, MODIFIED | | | 0063 720-45605 11.000 m | 850.00000 9350.00| 1250.00000 13750.00| 1200.00000 13200.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0064 720-98174 2.000 EACH| 1550.00000 3100.00| 1560.00000 3120.00| 1500.00000 3000.00 INLET, B15 | | | 0065 732-02745 6.000 EACH| 630.00000 3780.00| 1100.00000 6600.00| 1000.00000 6000.00 GATE VALVE AND BOX, 200 mm | | | 0066 732-04751 7.000 EACH| 350.00000 2450.00| 230.00000 1610.00| 220.00000 1540.00 WATER SERVICE TAP, 25mm | | | 0067 732-04836 4.000 EACH| 1200.00000 4800.00| 1600.00000 6400.00| 1500.00000 6000.00 GATE VALVE AND BOX, 300 mm | | | 0068 732-91742 5.000 EACH| 2850.00000 14250.00| 2000.00000 10000.00| 1900.00000 9500.00 FIRE HYDRANT ASSEMBLY | | | 0069 732-94780 7.000 EACH| 122.00000 854.00| 290.00000 2030.00| 275.00000 1925.00 WATER SERVICE CONNECTION | | | 0070 732-96629 140.000 m | 28.00000 3920.00| 35.00000 4900.00| 32.00000 4480.00 WATER LINE, 25 mm | | | 0071 732-97009 5.000 EACH| 400.00000 2000.00| 420.00000 2100.00| 400.00000 2000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0072 801-01428 34.000 m | 16.00000 544.00| 16.50000 561.00| 16.00000 544.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-01504 10.000 EACH| 46.00000 460.00| 48.00000 480.00| 45.00000 450.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0074 801-01505 2.000 EACH| 46.00000 92.00| 48.00000 96.00| 45.00000 90.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0075 801-06049 100.000 m | 1.20000 120.00| 1.20000 120.00| 1.15000 115.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0076 801-06606 35.000 EACH| 210.00000 7350.00| 205.00000 7175.00| 200.00000 7000.00 BARRICADE, IIIB | | | 0077 801-06625 10.000 EACH| 90.00000 900.00| 68.00000 680.00| 65.00000 650.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 60.000 EACH| 190.00000 11400.00| 185.00000 11100.00| 175.00000 10500.00 CONSTRUCTION SIGN, A | | | 0079 801-06643 5300.000 m | 2.70000 14310.00| 2.75000 14575.00| 2.60000 13780.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0080 801-06644 3100.000 m | 2.70000 8370.00| 2.75000 8525.00| 2.60000 8060.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0081 801-06645 10.000 EACH| 55.00000 550.00| 48.00000 480.00| 45.00000 450.00 CONSTRUCTION SIGN, B | | | 0082 801-06647 100.000 m | 1.20000 120.00| 1.20000 120.00| 1.15000 115.00 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0083 801-06710 900.000 DAY | 18.50000 16650.00| 19.00000 17100.00| 18.00000 16200.00 FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 59400.00000 59400.00| 72272.00000 72272.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0085 801-09133 2.000 EACH| 9000.00000 18000.00| 18000.00000 36000.00| 17000.00000 34000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0086 802-01986 29.700 m | 34.00000 1009.80| 41.40000 1229.58| 32.00000 950.40 POLE, STEEL GALVANIZED, 59.4 mm | | | 0087 802-02489 169.200 m | 59.00000 9982.80| 34.50000 5837.40| 56.00000 9475.20 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 29.000 m2 | 160.00000 4640.00| 135.00000 3915.00| 152.00000 4408.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76035 13.300 m2 | 295.00000 3923.50| 140.00000 1862.00| 290.00000 3857.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-01816 11.000 EACH| 990.00000 10890.00| 630.00000 6930.00| 940.00000 10340.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0091 805-01842 25.000 EACH| 685.00000 17125.00| 580.00000 14500.00| 650.00000 16250.00 HANDHOLE, SIGNAL | | | 0092 805-02069 1.000 EACH| 2100.00000 2100.00| 2700.00000 2700.00| 1900.00000 1900.00 SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0093 805-02073 4.000 EACH| 2200.00000 8800.00| 2800.00000 11200.00| 2050.00000 8200.00 SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0094 805-02151 22.000 EACH| 390.00000 8580.00| 420.00000 9240.00| 370.00000 8140.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0095 805-05673 1.000 EACH| 3100.00000 3100.00| 3900.00000 3900.00| 2900.00000 2900.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 9.1m E.M.H., 10.7m SIGNAL | | | MAST ARM, 4.6m LUMINAIRE MAST ARM | | | 0096 805-05673 1.000 EACH| 2880.00000 2880.00| 3900.00000 3900.00| 2700.00000 2700.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 9.1m E.M.H., 7.6m SIGNAL | | | MAST ARM, 4.6m LUMINAIRE MAST ARM | | | 0097 805-05673 2.000 EACH| 2975.00000 5950.00| 4500.00000 9000.00| 2800.00000 5600.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 9.1m E.M.H., 9.1m SIGNAL | | | MAST ARM, 4.6m LUMINAIRE MAST ARM | | | 0098 805-06592 1994.000 m | 31.30000 62412.20| 31.00000 61814.00| 29.60000 59022.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0099 805-78069 1.000 EACH| 8900.00000 8900.00| 8900.00000 8900.00| 8450.00000 8450.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0100 805-78109 1.000 EACH| 10100.00000 10100.00| 10000.00000 10000.00| 9600.00000 9600.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0101 805-78205 21.000 EACH| 455.00000 9555.00| 430.00000 9030.00| 430.00000 9030.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0102 805-78215 4.000 EACH| 455.00000 1820.00| 430.00000 1720.00| 430.00000 1720.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0103 805-78230 1.000 EACH| 725.00000 725.00| 680.00000 680.00| 690.00000 690.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 805-78370 22.000 EACH| 78.00000 1716.00| 105.00000 2310.00| 70.00000 1540.00 PEDESTRIAN PUSH BUTTON | | | 0105 805-78412 1.000 EACH| 435.00000 435.00| 680.00000 680.00| 410.00000 410.00 SIGNAL PEDESTAL, 2.7 m | | | 0106 805-78445 3.000 EACH| 465.00000 1395.00| 475.00000 1425.00| 440.00000 1320.00 SIGNAL SERVICE | | | 0107 805-78467 45.000 m | 6.30000 283.50| 5.15000 231.75| 6.00000 270.00 SIGNAL CABLE, 3C 8GA. | | | 0108 805-78470 1830.000 m | 1.50000 2745.00| 1.05000 1921.50| 1.40000 2562.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0109 805-78480 428.000 m | 1.10000 470.80| 2.10000 898.80| 1.00000 428.00 SIGNAL CABLE, 3C 14GA. | | | 0110 805-78485 963.000 m | 3.65000 3514.95| 3.10000 2985.30| 3.50000 3370.50 SIGNAL CABLE, 5C 14GA. | | | 0111 805-78490 331.000 m | 4.10000 1357.10| 3.45000 1141.95| 3.80000 1257.80 SIGNAL CABLE, 7C 14GA. | | | 0112 805-78510 1000.000 m | 2.60000 2600.00| 2.10000 2100.00| 2.50000 2500.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0113 805-78785 16.000 EACH| 495.00000 7920.00| 420.00000 6720.00| 470.00000 7520.00 SIGNAL DETECTOR HOUSING | | | 0114 805-78795 529.000 m | 25.00000 13225.00| 31.50000 16663.50| 24.00000 12696.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0115 805-78900 1.000 EACH| 540.00000 540.00| 475.00000 475.00| 510.00000 510.00 PEDESTAL FOUNDATION, A | | | 0116 805-78925 1.000 EACH| 810.00000 810.00| 735.00000 735.00| 765.00000 765.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0117 805-86810 2.000 EACH| 2895.00000 5790.00| 2600.00000 5200.00| 2740.00000 5480.00 SERVICE POINT, II | | | 0118 805-86889 708.000 m | 1.40000 991.20| 1.75000 1239.00| 1.30000 920.40 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0119 805-86920 86.000 EACH| 18.00000 1548.00| 21.00000 1806.00| 17.00000 1462.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0120 805-86925 16.000 EACH| 29.50000 472.00| 26.00000 416.00| 28.00000 448.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0121 805-86930 73.000 EACH| 12.50000 912.50| 15.75000 1149.75| 12.00000 876.00 INSULATING LINK, NOT WATERPROOFED | | | 0122 805-86935 16.000 EACH| 25.40000 406.40| 21.00000 336.00| 24.00000 384.00 INSULATING LINK, WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 805-92504 10.000 EACH| 295.00000 2950.00| 235.00000 2350.00| 280.00000 2800.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0124 805-94295 24.000 EACH| 225.00000 5400.00| 265.00000 6360.00| 210.00000 5040.00 SIGNAL HEAD, RELOCATE | | | 0125 805-94971 1038.000 m | 10.50000 10899.00| 13.75000 14272.50| 10.00000 10380.00 FIBER OPTICS CABLE | | | 0126 805-98335 1911.000 m | 13.80000 26371.80| 14.10000 26945.10| 13.00000 24843.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0127 805-98336 530.000 m | 12.70000 6731.00| 14.10000 7473.00| 12.00000 6360.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0128 807-02191 4.000 EACH| 690.00000 2760.00| 575.00000 2300.00| 650.00000 2600.00 HANDHOLE, LIGHTING | | | 0129 807-02193 7.000 EACH| 890.00000 6230.00| 575.00000 4025.00| 840.00000 5880.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0130 807-04143 42.000 EACH| 895.00000 37590.00| 1300.00000 54600.00| 845.00000 35490.00 LIGHT STANDARD, 4.3 m E.M.H., 3.7 m, | | | DECORATIVE | | | 0131 807-04922 42.000 EACH| 550.00000 23100.00| 475.00000 19950.00| 520.00000 21840.00 LIGHT STANDARD FOUNDATION , DECORATIVE | | | 0132 807-83492 7.000 EACH| 770.00000 5390.00| 1100.00000 7700.00| 730.00000 5110.00 LIGHT POLE, 9.1 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0133 807-86615 11.000 EACH| 200.00000 2200.00| 265.00000 2915.00| 190.00000 2090.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0134 807-86910 53.000 EACH| 27.50000 1457.50| 26.25000 1391.25| 26.00000 1378.00 CONNECTOR KIT, UNFUSED | | | 0135 807-86915 53.000 EACH| 27.50000 1457.50| 29.00000 1537.00| 26.00000 1378.00 CONNECTOR KIT, FUSED | | | 0136 807-86950 53.000 EACH| 13.40000 710.20| 36.36000 1927.08| 12.60000 667.80 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0137 807-93647 42.000 EACH| 630.00000 26460.00| 420.00000 17640.00| 600.00000 25200.00 LUMINAIRE POST TOP, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0138 808-06703 75.000 m | 1.35000 101.25| 1.30000 97.50| 1.25000 93.75 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0139 808-06716 300.000 m | 4.30000 1290.00| 1.70000 510.00| 1.60000 480.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 808-74812 100.000 m | 8.90000 890.00| 9.15000 915.00| 8.70000 870.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0141 808-75051 450.000 m | 3.10000 1395.00| 3.05000 1372.50| 2.90000 1305.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0142 808-75054 2150.000 m | 3.10000 6665.00| 3.05000 6557.50| 2.90000 6235.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0143 808-75061 600.000 m | 3.70000 2220.00| 3.70000 2220.00| 3.50000 2100.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0144 808-75063 360.000 m | 3.10000 1116.00| 3.05000 1098.00| 2.90000 1044.00 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0145 808-75067 180.000 m | 18.00000 3240.00| 17.65000 3177.00| 17.00000 3060.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0146 808-75069 800.000 m | 4.40000 3520.00| 4.40000 3520.00| 4.20000 3360.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK, LINE, 150 mm | | | 0147 808-75071 18.000 EACH| 155.00000 2790.00| 153.00000 2754.00| 145.00000 2610.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0148 808-75073 17.000 EACH| 230.00000 3910.00| 220.00000 3740.00| 210.00000 3570.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0149 808-75245 170.000 m | 1.35000 229.50| 1.30000 221.00| 1.25000 212.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0150 808-75278 20.000 m | 4.00000 80.00| 3.95000 79.00| 3.75000 75.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0151 808-75297 4.000 m | 8.40000 33.60| 8.40000 33.60| 8.00000 32.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0152 808-75300 19.000 m | 1.40000 26.60| 1.30000 24.70| 1.25000 23.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0153 808-75320 2.000 EACH| 55.00000 110.00| 53.00000 106.00| 50.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 |(3) 35-1106884 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM|ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 808-75325 2.000 EACH| 65.00000 130.00| 63.00000 126.00| 60.00000 120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0155 202-02240 1000.000 m2 | 8.00000 8000.00| 15.00000 15000.00| 15.00000 15000.00 PAVEMENT, REMOVE | | | 0156 213-52830 2200.000 m3 | 0.01000 22.00| 1.00000 2200.00| 1.00000 2200.00 FLOWABLE MORTAR | | | SECTION TOTALS | $ 2,898,694.73| $ 2,966,965.56| $ 2,987,756.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,898,694.73| $ 2,966,965.56| $ 2,987,756.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 | |SUPERIOR CONSTRUCTION COMPAN|WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT, CONCRETE | | | 0001 105-01925 15.000 MOS | 1050.00000 15750.00| 2523.33000 37849.95| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 197000.00000 197000.00| 325000.00000 325000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 225000.00000 225000.00| 172435.00000 172435.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 245000.00000 245000.00| 52000.00000 52000.00| CLEARING RIGHT OF WAY | | | 0005 202-02245 1.000 EACH| 75.00000 75.00| 75.00000 75.00| TREE, 150 mm, REMOVE | | | 0006 202-02250 7.000 EACH| 125.00000 875.00| 120.00000 840.00| TREE, 250 mm, REMOVE | | | 0007 202-02255 9.000 EACH| 175.00000 1575.00| 200.00000 1800.00| TREE, 460 mm, REMOVE | | | 0008 202-02260 17.000 EACH| 325.00000 5525.00| 450.00000 7650.00| TREE, 760 mm, REMOVE | | | 0009 202-02265 1.000 EACH| 550.00000 550.00| 700.00000 700.00| TREE, 1220 mm, REMOVE | | | 0010 202-52710 1500.000 m2 | 10.00000 15000.00| 7.00000 10500.00| SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60821 400.000 m2 | 16.92000 6768.00| 5.32000 2128.00| SURFACE MILLING, BITUMINOUS | | | 0012 202-78515 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 203-02000 6442.000 m3 | 11.34000 73052.28| 17.84000 114925.28| EXCAVATION, COMMON | | | 0014 205-02237 50.000 EACH| 60.00000 3000.00| 45.00000 2250.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02060 3621.000 m3 | 0.10000 362.10| 1.00000 3621.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 741.000 Mg | 10.72000 7943.52| 13.28000 9840.48| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 304-04403 3567.000 m3 | 29.65000 105761.55| 24.22000 86392.74| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0018 305-05204 39.000 Mg | 65.00000 2535.00| 70.00000 2730.00| HMA FOR PATCHING | | | 0019 402-05468 558.000 Mg | 24.00000 13392.00| 35.30000 19697.40| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 | |SUPERIOR CONSTRUCTION COMPAN|WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05474 383.000 Mg | 26.00000 9958.00| 39.90000 15281.70| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 175.000 Mg | 34.00000 5950.00| 49.90000 8732.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0022 405-05517 4.300 Mg | 450.00000 1935.00| 300.00000 1290.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 1.300 Mg | 400.00000 520.00| 300.00000 390.00| ASPHALT FOR TACK COAT | | | 0024 501-04771 LUMP| 3000.00000 3000.00| 3959.52000 3959.52| CORING CONCRETE PAVEMENT | | | 0025 501-05180 19789.000 m2 | 32.47000 642548.83| 35.00000 692615.00| CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0026 501-05240 3390.000 m | 23.96000 81224.40| 30.00000 101700.00| CONTRACTION JOINT, D1 | | | 0027 604-06069 468.000 m2 | 34.98000 16370.64| 46.51000 21766.68| CURB RAMP, CONCRETE | | | 0028 604-06070 3348.000 m2 | 32.29000 108106.92| 25.00000 83700.00| SIDEWALK, CONCRETE | | | 0029 605-06090 1623.000 m | 26.24000 42587.52| 25.71000 41727.33| CURB, INTEGRAL, CONCRETE | | | 0030 605-52807 287.000 m | 39.37000 11299.19| 65.00000 18655.00| CURB AND GUTTER, COMBINED | | | 0031 611-05330 421.000 m2 | 37.67000 15859.07| 46.99000 19782.79| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 611-95728 662.000 m2 | 38.67000 25599.54| 48.05000 31809.10| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0033 621-06567 50.000 kL | 0.53000 26.50| 0.53000 26.50| WATER | | | 0034 621-06570 100.000 m3 | 33.00000 3300.00| 40.62000 4062.00| TOP SOIL | | | 0035 621-06575 2543.000 m2 | 3.35000 8519.05| 3.35000 8519.05| SODDING, NURSERY | | | 0036 622-05652 35.000 EACH| 1250.00000 43750.00| 1250.00000 43750.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0037 715-01354 685.000 m | 25.00000 17125.00| 16.00000 10960.00| CLEAN EXISTING PIPE | | | 0038 715-05408 30.000 m | 200.00000 6000.00| 175.00000 5250.00| PIPE, SANITARY SEWER, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 | |SUPERIOR CONSTRUCTION COMPAN|WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05409 20.000 m | 275.00000 5500.00| 175.00000 3500.00| PIPE, SANITARY SEWER, 250 mm | | | 0040 715-05411 47.000 m | 225.00000 10575.00| 152.00000 7144.00| PIPE, SANITARY SEWER, 300 mm | | | 0041 715-05412 10.000 m | 300.00000 3000.00| 175.00000 1750.00| PIPE, SANITARY SEWER, 375 mm | | | 0042 715-05413 311.000 m | 265.00000 82415.00| 225.00000 69975.00| PIPE, SANITARY SEWER, 450 mm | | | 0043 715-05415 20.000 m | 265.00000 5300.00| 250.00000 5000.00| PIPE, SANITARY SEWER, 600 mm | | | 0044 715-05417 620.000 m | 275.00000 170500.00| 360.44000 223472.80| PIPE, SANITARY SEWER, 750 mm | | | 0045 715-05711 36.000 m | 160.00000 5760.00| 69.00000 2484.00| PIPE, SANITARY SEWER, 150 mm | | | 0046 715-13002 35.000 m | 125.00000 4375.00| 75.00000 2625.00| PIPE, GROUP L, 200 mm | | | 0047 715-13005 3.000 m | 350.00000 1050.00| 89.00000 267.00| PIPE, GROUP L, 250 mm | | | 0048 715-13010 462.000 m | 120.00000 55440.00| 81.00000 37422.00| PIPE, GROUP L, 300mm | | | 0049 715-13020 538.000 m | 155.00000 83390.00| 167.00000 89846.00| PIPE, GROUP L, 450mm | | | 0050 715-96669 28.000 m | 385.00000 10780.00| 365.00000 10220.00| WATER MAIN, DUCTILE IRON, 400 mm | | | 0051 715-96670 253.000 m | 150.00000 37950.00| 205.00000 51865.00| WATER MAIN, DUCTILE IRON, 300 mm | | | 0052 715-96671 300.000 m | 375.00000 112500.00| 195.00000 58500.00| WATER MAIN, DUCTILE IRON, 200 mm | | | 0053 715-96672 5.000 m | 225.00000 1125.00| 195.00000 975.00| WATER MAIN, DUCTILE IRON, 150 mm | | | 0054 720-01059 1.000 EACH| 5900.00000 5900.00| 6650.00000 6650.00| MANHOLE, E4, DROP | | | 0055 720-44000 35.000 EACH| 275.00000 9625.00| 475.00000 16625.00| CASTING, ADJUST TO GRADE | | | 0056 720-44296 6.000 EACH| 275.00000 1650.00| 545.00000 3270.00| CAP INLET | | | 0057 720-45045 41.000 EACH| 1600.00000 65600.00| 1025.00000 42025.00| INLET, J10 | | | 0058 720-45055 5.000 EACH| 1600.00000 8000.00| 1025.00000 5125.00| INLET, M10 | | | 0059 720-45410 10.000 EACH| 2000.00000 20000.00| 1235.00000 12350.00| MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 | |SUPERIOR CONSTRUCTION COMPAN|WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45414 5.000 EACH| 5600.00000 28000.00| 5480.00000 27400.00| MANHOLE, D4, DROP | | | 0061 720-45415 15.000 EACH| 3500.00000 52500.00| 1910.00000 28650.00| MANHOLE, D4 | | | 0062 720-45510 6.000 EACH| 2200.00000 13200.00| 1060.00000 6360.00| MANHOLE, C4, MODIFIED | | | 0063 720-45605 11.000 m | 600.00000 6600.00| 1195.00000 13145.00| MANHOLE, RECONSTRUCT STRUCTURE | | | 0064 720-98174 2.000 EACH| 2400.00000 4800.00| 1485.00000 2970.00| INLET, B15 | | | 0065 732-02745 6.000 EACH| 900.00000 5400.00| 1000.00000 6000.00| GATE VALVE AND BOX, 200 mm | | | 0066 732-04751 7.000 EACH| 120.00000 840.00| 220.00000 1540.00| WATER SERVICE TAP, 25mm | | | 0067 732-04836 4.000 EACH| 1400.00000 5600.00| 1500.00000 6000.00| GATE VALVE AND BOX, 300 mm | | | 0068 732-91742 5.000 EACH| 3200.00000 16000.00| 1900.00000 9500.00| FIRE HYDRANT ASSEMBLY | | | 0069 732-94780 7.000 EACH| 110.00000 770.00| 275.00000 1925.00| WATER SERVICE CONNECTION | | | 0070 732-96629 140.000 m | 40.00000 5600.00| 32.00000 4480.00| WATER LINE, 25 mm | | | 0071 732-97009 5.000 EACH| 600.00000 3000.00| 400.00000 2000.00| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0072 801-01428 34.000 m | 15.70000 533.80| 15.70000 533.80| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0073 801-01504 10.000 EACH| 45.00000 450.00| 45.00000 450.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0074 801-01505 2.000 EACH| 45.00000 90.00| 45.00000 90.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0075 801-06049 100.000 m | 1.15000 115.00| 1.15000 115.00| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0076 801-06606 35.000 EACH| 195.00000 6825.00| 195.00000 6825.00| BARRICADE, IIIB | | | 0077 801-06625 10.000 EACH| 65.00000 650.00| 65.00000 650.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 60.000 EACH| 175.00000 10500.00| 175.00000 10500.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 | |SUPERIOR CONSTRUCTION COMPAN|WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06643 5300.000 m | 2.60000 13780.00| 2.60000 13780.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0080 801-06644 3100.000 m | 2.60000 8060.00| 2.60000 8060.00| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0081 801-06645 10.000 EACH| 45.00000 450.00| 45.00000 450.00| CONSTRUCTION SIGN, B | | | 0082 801-06647 100.000 m | 1.15000 115.00| 1.15000 115.00| TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0083 801-06710 900.000 DAY | 18.00000 16200.00| 18.00000 16200.00| FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 48100.00000 48100.00| 237000.00000 237000.00| MAINTAINING TRAFFIC | | | 0085 801-09133 2.000 EACH| 7250.00000 14500.00| 17000.00000 34000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0086 802-01986 29.700 m | 39.36000 1168.99| 39.36000 1168.99| POLE, STEEL GALVANIZED, 59.4 mm | | | 0087 802-02489 169.200 m | 32.80000 5549.76| 32.80000 5549.76| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 29.000 m2 | 129.10000 3743.90| 129.10000 3743.90| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76035 13.300 m2 | 134.40000 1787.52| 134.40000 1787.52| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0090 805-01816 11.000 EACH| 600.00000 6600.00| 600.00000 6600.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0091 805-01842 25.000 EACH| 550.00000 13750.00| 550.00000 13750.00| HANDHOLE, SIGNAL | | | 0092 805-02069 1.000 EACH| 2550.00000 2550.00| 2550.00000 2550.00| SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0093 805-02073 4.000 EACH| 2650.00000 10600.00| 2650.00000 10600.00| SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0094 805-02151 22.000 EACH| 400.00000 8800.00| 400.00000 8800.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0095 805-05673 1.000 EACH| 3740.00000 3740.00| 3740.00000 3740.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 9.1m E.M.H., 10.7m SIGNAL | | | MAST ARM, 4.6m LUMINAIRE MAST ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 | |SUPERIOR CONSTRUCTION COMPAN|WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 805-05673 1.000 EACH| 3750.00000 3750.00| 3750.00000 3750.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 9.1m E.M.H., 7.6m SIGNAL | | | MAST ARM, 4.6m LUMINAIRE MAST ARM | | | 0097 805-05673 2.000 EACH| 4250.00000 8500.00| 4250.00000 8500.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 9.1m E.M.H., 9.1m SIGNAL | | | MAST ARM, 4.6m LUMINAIRE MAST ARM | | | 0098 805-06592 1994.000 m | 29.52000 58862.88| 29.52000 58862.88| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0099 805-78069 1.000 EACH| 8500.00000 8500.00| 8500.00000 8500.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0100 805-78109 1.000 EACH| 9500.00000 9500.00| 9500.00000 9500.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0101 805-78205 21.000 EACH| 410.00000 8610.00| 410.00000 8610.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0102 805-78215 4.000 EACH| 415.00000 1660.00| 415.00000 1660.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0103 805-78230 1.000 EACH| 650.00000 650.00| 650.00000 650.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0104 805-78370 22.000 EACH| 100.00000 2200.00| 100.00000 2200.00| PEDESTRIAN PUSH BUTTON | | | 0105 805-78412 1.000 EACH| 650.00000 650.00| 650.00000 650.00| SIGNAL PEDESTAL, 2.7 m | | | 0106 805-78445 3.000 EACH| 450.00000 1350.00| 450.00000 1350.00| SIGNAL SERVICE | | | 0107 805-78467 45.000 m | 4.92000 221.40| 4.92000 221.40| SIGNAL CABLE, 3C 8GA. | | | 0108 805-78470 1830.000 m | 0.98000 1793.40| 0.98000 1793.40| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0109 805-78480 428.000 m | 1.97000 843.16| 1.97000 843.16| SIGNAL CABLE, 3C 14GA. | | | 0110 805-78485 963.000 m | 2.95000 2840.85| 2.95000 2840.85| SIGNAL CABLE, 5C 14GA. | | | 0111 805-78490 331.000 m | 3.28000 1085.68| 3.28000 1085.68| SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 | |SUPERIOR CONSTRUCTION COMPAN|WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-78510 1000.000 m | 2.00000 2000.00| 2.00000 2000.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0113 805-78785 16.000 EACH| 400.00000 6400.00| 400.00000 6400.00| SIGNAL DETECTOR HOUSING | | | 0114 805-78795 529.000 m | 30.00000 15870.00| 30.00000 15870.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0115 805-78900 1.000 EACH| 450.00000 450.00| 450.00000 450.00| PEDESTAL FOUNDATION, A | | | 0116 805-78925 1.000 EACH| 700.00000 700.00| 700.00000 700.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0117 805-86810 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| SERVICE POINT, II | | | 0118 805-86889 708.000 m | 1.64000 1161.12| 1.64000 1161.12| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0119 805-86920 86.000 EACH| 20.00000 1720.00| 20.00000 1720.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0120 805-86925 16.000 EACH| 25.00000 400.00| 25.00000 400.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0121 805-86930 73.000 EACH| 15.00000 1095.00| 15.00000 1095.00| INSULATING LINK, NOT WATERPROOFED | | | 0122 805-86935 16.000 EACH| 20.00000 320.00| 20.00000 320.00| INSULATING LINK, WATERPROOFED | | | 0123 805-92504 10.000 EACH| 225.00000 2250.00| 225.00000 2250.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0124 805-94295 24.000 EACH| 250.00000 6000.00| 250.00000 6000.00| SIGNAL HEAD, RELOCATE | | | 0125 805-94971 1038.000 m | 13.12000 13618.56| 13.12000 13618.56| FIBER OPTICS CABLE | | | 0126 805-98335 1911.000 m | 13.50000 25798.50| 13.50000 25798.50| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0127 805-98336 530.000 m | 13.50000 7155.00| 13.50000 7155.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0128 807-02191 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| HANDHOLE, LIGHTING | | | 0129 807-02193 7.000 EACH| 550.00000 3850.00| 550.00000 3850.00| LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 | |SUPERIOR CONSTRUCTION COMPAN|WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 807-04143 42.000 EACH| 1250.00000 52500.00| 1250.00000 52500.00| LIGHT STANDARD, 4.3 m E.M.H., 3.7 m, | | | DECORATIVE | | | 0131 807-04922 42.000 EACH| 450.00000 18900.00| 450.00000 18900.00| LIGHT STANDARD FOUNDATION , DECORATIVE | | | 0132 807-83492 7.000 EACH| 1050.00000 7350.00| 1050.00000 7350.00| LIGHT POLE, 9.1 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0133 807-86615 11.000 EACH| 250.00000 2750.00| 250.00000 2750.00| LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0134 807-86910 53.000 EACH| 25.00000 1325.00| 25.00000 1325.00| CONNECTOR KIT, UNFUSED | | | 0135 807-86915 53.000 EACH| 28.00000 1484.00| 28.00000 1484.00| CONNECTOR KIT, FUSED | | | 0136 807-86950 53.000 EACH| 25.00000 1325.00| 25.00000 1325.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0137 807-93647 42.000 EACH| 400.00000 16800.00| 400.00000 16800.00| LUMINAIRE POST TOP, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0138 808-06703 75.000 m | 1.25000 93.75| 1.25000 93.75| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0139 808-06716 300.000 m | 1.60000 480.00| 1.60000 480.00| LINE, REMOVE | | | 0140 808-74812 100.000 m | 8.70000 870.00| 8.70000 870.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0141 808-75051 450.000 m | 2.90000 1305.00| 2.90000 1305.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0142 808-75054 2150.000 m | 2.90000 6235.00| 2.90000 6235.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0143 808-75061 600.000 m | 3.50000 2100.00| 3.50000 2100.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0144 808-75063 360.000 m | 2.90000 1044.00| 2.90000 1044.00| LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0145 808-75067 180.000 m | 16.80000 3024.00| 16.80000 3024.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 200 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,570.40 ROUTE : N877 CALL ORDER : 200 CONTRACT ID : R -24418-A COUNTIES : LAKE LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 | |SUPERIOR CONSTRUCTION COMPAN|WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 808-75069 800.000 m | 4.20000 3360.00| 4.20000 3360.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK, LINE, 150 mm | | | 0147 808-75071 18.000 EACH| 145.00000 2610.00| 145.00000 2610.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0148 808-75073 17.000 EACH| 210.00000 3570.00| 210.00000 3570.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0149 808-75245 170.000 m | 1.25000 212.50| 1.25000 212.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0150 808-75278 20.000 m | 3.75000 75.00| 3.75000 75.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0151 808-75297 4.000 m | 8.00000 32.00| 8.00000 32.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0152 808-75300 19.000 m | 1.25000 23.75| 1.25000 23.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0153 808-75320 2.000 EACH| 50.00000 100.00| 50.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0154 808-75325 2.000 EACH| 60.00000 120.00| 60.00000 120.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0155 202-02240 1000.000 m2 | 12.92000 12920.00| 6.82000 6820.00| PAVEMENT, REMOVE | | | 0156 213-52830 2200.000 m3 | 0.10000 220.00| 0.98000 2156.00| FLOWABLE MORTAR | | | SECTION TOTALS | $ 3,336,582.63| $ 3,460,702.34| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,336,582.63| $ 3,460,702.34| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 504,785.07 ROUTE : CALL ORDER : 210 CONTRACT ID : R -24419-A COUNTIES : ST. JOSEPH LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/31/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE029 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 491,002.96 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 577,854.75 117.6886% 3 35-1561256 KASER-SPRAKER CONSTRUCTION, INC. $ 604,912.50 123.1993% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-0997978 |(3) 35-1561256 |LAPORTE CONSTRUCTION COMPANY|PHEND & BROWN, INC. |KASER-SPRAKER CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-01925 9.000 MOS | 1609.78000 14488.02| 1400.00000 12600.00| 2150.00000 19350.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11530.56000 11530.56| 21627.00000 21627.00| 24000.00000 24000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 29406.34000 29406.34| 28890.00000 28890.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4467.48000 4467.48| 5650.00000 5650.00| 11000.00000 11000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 650.000 m2 | 12.86000 8359.00| 11.00000 7150.00| 15.00000 9750.00 PAVEMENT, REMOVE | | | 0006 202-02278 365.000 m | 5.86000 2138.90| 16.00000 5840.00| 10.00000 3650.00 CURB, CONCRETE, REMOVE | | | 0007 202-91922 4.000 EACH| 810.11000 3240.44| 250.00000 1000.00| 300.00000 1200.00 STUMP, REMOVE | | | 0008 203-02000 2500.000 m3 | 7.24000 18100.00| 19.00000 47500.00| 13.60000 34000.00 EXCAVATION, COMMON | | | 0009 210-06189 1.000 EACH| 370.58000 370.58| 1000.00000 1000.00| 1700.00000 1700.00 OVERLOOK NODE A | | | 0010 210-06189 1.000 EACH| 370.58000 370.58| 1000.00000 1000.00| 1700.00000 1700.00 OVERLOOK NODE B | | | 0011 210-06189 1.000 EACH| 370.58000 370.58| 1000.00000 1000.00| 1600.00000 1600.00 OVERLOOK NODE C | | | 0012 210-06189 1.000 EACH| 370.58000 370.58| 1000.00000 1000.00| 1500.00000 1500.00 OVERLOOK NODE D | | | 0013 210-06189 1.000 EACH| 370.58000 370.58| 1000.00000 1000.00| 1400.00000 1400.00 OVERLOOK NODE E | | | 0014 210-06191 1.000 EACH| 4441.01000 4441.01| 9000.00000 9000.00| 13000.00000 13000.00 ENTRANCE NODE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 504,785.07 ROUTE : CALL ORDER : 210 CONTRACT ID : R -24419-A COUNTIES : ST. JOSEPH LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-0997978 |(3) 35-1561256 |LAPORTE CONSTRUCTION COMPANY|PHEND & BROWN, INC. |KASER-SPRAKER CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-06191 1.000 EACH| 4041.01000 4041.01| 8300.00000 8300.00| 11000.00000 11000.00 ENTRANCE NODE B | | | 0016 210-06192 48.000 m | 266.05000 12770.40| 343.00000 16464.00| 390.00000 18720.00 WALL | | | 0017 210-06192 98.000 m | 148.42000 14545.16| 353.00000 34594.00| 300.00000 29400.00 WALL , RESET | | | 0018 211-02050 685.000 m3 | 20.26000 13878.10| 16.70000 11439.50| 37.00000 25345.00 B BORROW | | | 0019 303-52308 449.000 Mg | 25.00000 11225.00| 29.00000 13021.00| 44.00000 19756.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 402-05468 36.000 Mg | 118.00000 4248.00| 118.00000 4248.00| 152.00000 5472.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05479 6.000 Mg | 230.00000 1380.00| 230.00000 1380.00| 320.00000 1920.00 HMA SURFACE 12.5 mm, MAINLINE | | | 0023 602-02476 17.000 m | 375.13000 6377.21| 308.00000 5236.00| 300.00000 5100.00 BARRIER, CONCRETE, MODIFIED | | | 0024 603-01984 1.000 EACH| 2707.04000 2707.04| 1360.00000 1360.00| 1200.00000 1200.00 BICYCLE GATE | | | 0025 603-02735 21.000 m | 74.75000 1569.75| 67.62000 1420.02| 100.00000 2100.00 FENCE, CHAIN LINK, MODIFIED | | | 0026 604-03643 171.000 m2 | 95.59000 16345.89| 111.00000 18981.00| 95.00000 16245.00 BRICK PAVERS | | | 0027 604-06069 14.000 m2 | 30.18000 422.52| 34.00000 476.00| 44.00000 616.00 CURB RAMP, CONCRETE | | | 0028 604-06070 3483.000 m2 | 26.91000 93727.53| 27.00000 94041.00| 31.50000 109714.50 SIDEWALK, CONCRETE | | | 0029 605-06120 508.000 m | 77.21000 39222.68| 58.00000 29464.00| 44.00000 22352.00 CURB, CONCRETE | | | 0030 611-03671 5.000 EACH| 1275.77000 6378.85| 2230.00000 11150.00| 1550.00000 7750.00 TRASH RECEPTACLE | | | 0031 621-06559 5375.000 m2 | 0.54000 2902.50| 0.54000 2902.50| 1.00000 5375.00 MULCHED SEEDING, R | | | 0032 621-06570 556.500 m3 | 35.63000 19828.10| 17.65000 9822.23| 32.00000 17808.00 TOP SOIL | | | 0033 621-06574 190.000 m2 | 9.87000 1875.30| 9.87000 1875.30| 13.00000 2470.00 SODDING | | | 0034 622-03948 5.000 EACH| 780.77000 3903.85| 1630.00000 8150.00| 1050.00000 5250.00 PLANTER | | | 0035 702-51015 14.000 m3 | 820.57000 11487.98| 300.00000 4200.00| 450.00000 6300.00 CONCRETE, B, FOOTINGS | | | 0036 702-93722 106.000 m3 | 1.00000 106.00| 10.00000 1060.00| 10.00000 1060.00 CONCRETE, C , CAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 504,785.07 ROUTE : CALL ORDER : 210 CONTRACT ID : R -24419-A COUNTIES : ST. JOSEPH LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-0997978 |(3) 35-1561256 |LAPORTE CONSTRUCTION COMPANY|PHEND & BROWN, INC. |KASER-SPRAKER CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 703-51030 120.000 kg | 5.09000 610.80| 0.75000 90.00| 1.65000 198.00 REINFORCING STEEL | | | 0038 712-03812 10.000 EACH| 1583.44000 15834.40| 1870.00000 18700.00| 1350.00000 13500.00 BENCH | | | 0039 712-04131 LUMP| 2863.55000 2863.55| 1375.00000 1375.00| 7500.00000 7500.00 STRUCTURE No. 13 | | | 0040 712-04131 LUMP| 4084.34000 4084.34| 1735.00000 1735.00| 13500.00000 13500.00 STRUCTURE No. 18 | | | 0041 714-05867 26.000 m2 | 304.98000 7929.48| 555.00000 14430.00| 340.00000 8840.00 WALL , REPAIR | | | 0042 714-05867 28.000 m2 | 272.00000 7616.00| 79.00000 2212.00| 300.00000 8400.00 WALL ROCK FACING | | | 0043 715-05574 51.000 m | 176.63000 9008.13| 145.00000 7395.00| 100.00000 5100.00 PIPE, 300 mm | | | 0044 715-05580 0.700 m | 4297.03000 3007.92| 226.00000 158.20| 800.00000 560.00 PIPE, 450 mm | | | 0045 720-44000 7.000 EACH| 518.64000 3630.48| 262.00000 1834.00| 200.00000 1400.00 CASTING, ADJUST TO GRADE | | | 0046 720-44025 2.000 EACH| 639.04000 1278.08| 468.00000 936.00| 900.00000 1800.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0047 720-45250 5.000 EACH| 1520.66000 7603.30| 1800.00000 9000.00| 1500.00000 7500.00 CATCH BASIN, K10 | | | 0048 720-98174 2.000 EACH| 3430.98000 6861.96| 1800.00000 3600.00| 2500.00000 5000.00 INLET, B15 | | | 0049 801-06775 LUMP| 6349.00000 6349.00| 41000.00000 41000.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0050 802-04314 2.000 EACH| 150.00000 300.00| 2245.00000 4490.00| 2700.00000 5400.00 SIGN , TRAIL INFORMATION | | | 0051 802-74046 9.000 EACH| 55.00000 495.00| 55.00000 495.00| 65.00000 585.00 SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0052 807-02370 5.000 EACH| 1590.00000 7950.00| 1590.00000 7950.00| 1750.00000 8750.00 LIGHT STRUCTURE, REMOVE AND RESET | | | 0053 807-02560 LUMP| 4235.00000 4235.00| 4235.00000 4235.00| 4700.00000 4700.00 ELECTRICAL WORK | | | 0054 807-04651 698.000 m | 11.00000 7678.00| 11.00000 7678.00| 12.00000 8376.00 WIRE IN 50 mm PVC CONDUIT IN TRENCH, 3 | | | 1C/6 C | | | 0055 807-04653 15.000 EACH| 460.00000 6900.00| 460.00000 6900.00| 500.00000 7500.00 LIGHTING FOUNDATION | | | 0056 807-04654 10.000 EACH| 1980.00000 19800.00| 1980.00000 19800.00| 2200.00000 22000.00 LIGHT POLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 504,785.07 ROUTE : CALL ORDER : 210 CONTRACT ID : R -24419-A COUNTIES : ST. JOSEPH LETTING DATE : 07/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-0997978 |(3) 35-1561256 |LAPORTE CONSTRUCTION COMPANY|PHEND & BROWN, INC. |KASER-SPRAKER CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 491,002.96| $ 577,854.75| $ 604,912.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 491,002.96| $ 577,854.75| $ 604,912.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,607.48 ROUTE : SR 62 CALL ORDER : 220 CONTRACT ID : R -24420-A COUNTIES : WARRICK LETTING DATE : 07/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/30/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 012300L SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1770090 GRUBB EXCAVATING, INC. $ 11,950.34 100.0000% 2 35-1763075 NAAS BROTHERS TRUCKING, INC. $ 17,049.71 142.6713% 3 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 17,297.00 144.7406% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTRUCTION COMPANY, INC. $ 18,328.51 153.3722% 5 35-1438628 STRADTNER, RAY EXCAVATING, INC $ 19,587.84 163.9103% 6 35-2070195 ALPHA EXCAVATING & LANDSCAPING, INC. $ 27,364.60 228.9859% ==================================================================================================================================== |(1) 35-1770090 |(2) 35-1763075 |(3) 35-1817574 |GRUBB EXCAVATING, INC. |NAAS BROTHERS TRUCKING, INC.|YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE, BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 4000.00000 4000.00| 6850.00000 6850.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 107 | | | 0002 202-03000 LUMP| 5500.00000 5500.00| 7880.00000 7880.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 109 | | | 0003 202-03135 1.394 m2 | 610.00000 850.34| 215.00000 299.71| 500.00000 697.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 250.00000 250.00| 300.00000 300.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.000 Mg | 400.00000 400.00| 300.00000 300.00| 550.00000 550.00 FERTILIZER | | | 0006 621-06554 150.000 kg | 4.00000 600.00| 8.00000 1200.00| 5.00000 750.00 SEED MIXTURE, U | | | 0007 621-06565 2.000 Mg | 175.00000 350.00| 110.00000 220.00| 400.00000 800.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 11,950.34| $ 17,049.71| $ 17,297.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,950.34| $ 17,049.71| $ 17,297.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/27/99 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,607.48 ROUTE : SR 62 CALL ORDER : 220 CONTRACT ID : R -24420-A COUNTIES : WARRICK LETTING DATE : 07/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1438628 |(6) 35-2070195 |DEIG BROTHERS LUMBER & CONST|STRADTNER, RAY EXCAVATING, I|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE, BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 6400.00000 6400.00| 6700.00000 6700.00| 10500.00000 10500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 107 | | | 0002 202-03000 LUMP| 6900.00000 6900.00| 9850.00000 9850.00| 12300.00000 12300.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 109 | | | 0003 202-03135 1.394 m2 | 415.00000 578.51| 610.00000 850.34| 900.00000 1254.60 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 700.00000 700.00| 300.00000 300.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.000 Mg | 650.00000 650.00| 400.00000 400.00| 500.00000 500.00 FERTILIZER | | | 0006 621-06554 150.000 kg | 12.00000 1800.00| 5.25000 787.50| 9.00000 1350.00 SEED MIXTURE, U | | | 0007 621-06565 2.000 Mg | 650.00000 1300.00| 350.00000 700.00| 480.00000 960.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 18,328.51| $ 19,587.84| $ 27,364.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,328.51| $ 19,587.84| $ 27,364.60 ====================================================================================================================================