INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 517,079.07 ROUTE : 52 CALL ORDER : 101 CONTRACT ID : R -23812-A COUNTIES : HANCOCK MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 082100D 082100E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 438,365.65 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 469,725.34 107.1537% 3 35-1609544 SCHUTT-LOOKABILL CO $ 480,426.36 109.5948% 4 35-1139301 E & B PAVING, INC. $ 482,361.12 110.0362% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 489,113.43 111.5765% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 509,695.47 116.2717% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06790 10.000 MOS | 1900.00000 19000.00| 1500.00000 15000.00| 1138.19000 11381.90 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 9500.00000 9500.00| 13500.00000 13500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22100.00000 22100.00| 20000.00000 20000.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| 10712.78000 10712.78 CLEARING RIGHT OF WAY | | | 0005 202-60820 528.000 m2 | 4.90000 2587.20| 5.34000 2819.52| 7.68000 4055.04 SURFACE MILLING, ASPHALT | | | 0006 202-78515 LUMP| 525.00000 525.00| 517.83000 517.83| 540.00000 540.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02000 2272.000 m3 | 18.25000 41464.00| 22.97000 52187.84| 20.50000 46576.00 EXCAVATION, COMMON | | | 0008 203-02045 404.000 m3 | 11.75000 4747.00| 12.00000 4848.00| 10.25000 4141.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 205-02224 500.000 m | 5.25000 2625.00| 6.11000 3055.00| 5.67000 2835.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 70.000 m | 8.00000 560.00| 12.58000 880.60| 38.88000 2721.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 10.000 EACH| 70.00000 700.00| 67.32000 673.20| 91.80000 918.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 517,079.07 ROUTE : 52 CALL ORDER : 101 CONTRACT ID : R -23812-A COUNTIES : HANCOCK MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 201.000 m3 | 24.00000 4824.00| 12.24000 2460.24| 29.58000 5945.58 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1675.000 Mg | 19.25000 32243.75| 19.69000 32980.75| 21.17000 35459.75 COMPACTED AGGREGATE, O, 53 | | | 0014 305-05204 8.000 Mg | 64.00000 512.00| 98.00000 784.00| 87.95000 703.60 HMA FOR PATCHING | | | 0015 402-05468 1310.000 Mg | 33.00000 43230.00| 39.20000 51352.00| 36.72000 48103.20 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 1660.000 Mg | 31.00000 51460.00| 33.07000 54896.20| 34.56000 57369.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 755.000 Mg | 40.00000 30200.00| 45.69000 34495.95| 44.28000 33431.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 271.000 Mg | 41.00000 11111.00| 51.56000 13972.76| 45.36000 12292.56 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05495 266.000 Mg | 35.00000 9310.00| 32.29000 8589.14| 38.88000 10342.08 HMA WEDGE AND LEVEL | | | 0020 404-05511 1502.000 m2 | 2.25000 3379.50| 2.03000 3049.06| 2.16000 3244.32 SEAL COAT, 2 | | | 0021 405-05517 3.000 Mg | 225.00000 675.00| 100.00000 300.00| 270.00000 810.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 36.000 Mg | 150.00000 5400.00| 90.00000 3240.00| 167.40000 6026.40 ASPHALT FOR TACK COAT | | | 0023 610-05527 36.000 Mg | 80.00000 2880.00| 98.00000 3528.00| 88.56000 3188.16 HMA FOR APPROACHES | | | 0024 615-06490 25.000 EACH| 105.00000 2625.00| 105.64000 2641.00| 105.51000 2637.75 RIGHT OF WAY MARKER | | | 0025 615-06500 1.000 EACH| 300.00000 300.00| 528.19000 528.19| 597.92000 597.92 MONUMENT, A | | | 0026 615-06527 1.000 EACH| 400.00000 400.00| 750.86000 750.86| 650.00000 650.00 MONUMENT, SECTION CORNER | | | 0027 621-01004 1.000 EACH| 500.00000 500.00| 683.54000 683.54| 405.00000 405.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.760 Mg | 500.00000 380.00| 642.12000 488.01| 583.20000 443.23 FERTILIZER | | | 0029 621-06553 1600.000 kg | 6.25000 10000.00| 0.86000 1376.00| 6.70000 10720.00 SEED MIXTURE, R | | | 0030 621-06565 3.800 Mg | 475.00000 1805.00| 466.05000 1770.99| 588.60000 2236.68 MULCHING MATERIAL | | | 0031 621-06567 13.000 kL | 10.00000 130.00| 1.04000 13.52| 5.99000 77.87 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 517,079.07 ROUTE : 52 CALL ORDER : 101 CONTRACT ID : R -23812-A COUNTIES : HANCOCK MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06574 555.000 m2 | 4.00000 2220.00| 10.15000 5633.25| 6.21000 3446.55 SODDING | | | 0033 621-06575 164.000 m2 | 4.00000 656.00| 14.49000 2376.36| 6.21000 1018.44 SODDING, NURSERY | | | 0034 715-05123 20.000 m | 110.00000 2200.00| 156.90000 3138.00| 116.56000 2331.20 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0035 715-05169 42.500 m | 64.00000 2720.00| 72.37000 3075.73| 46.94000 1994.95 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0036 715-05368 24.000 m | 120.00000 2880.00| 140.54000 3372.96| 108.60000 2606.40 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0037 715-46005 4.000 EACH| 285.00000 1140.00| 196.06000 784.24| 225.28000 901.12 PIPE END SECTION, 375 mm | | | 0038 715-46020 2.000 EACH| 320.00000 640.00| 365.08000 730.16| 319.40000 638.80 PIPE END SECTION, 600 mm | | | 0039 715-97607 2.000 EACH| 435.00000 870.00| 453.25000 906.50| 435.12000 870.24 PIPE END SECTION, MIN. AREA .42 m2 | | | 0040 801-06203 1806.000 m | 0.85000 1535.10| 0.83000 1498.98| 0.26000 469.56 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06640 16.000 EACH| 80.00000 1280.00| 77.68000 1242.88| 64.80000 1036.80 CONSTRUCTION SIGN, A | | | 0042 801-06207 1806.000 m | 2.20000 3973.20| 2.07000 3738.42| 3.15000 5688.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0043 801-06645 10.000 EACH| 25.00000 250.00| 25.89000 258.90| 27.00000 270.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 11700.00000 11700.00| 37589.61000 37589.61| 27114.12000 27114.12 MAINTAINING TRAFFIC | | | 0045 805-01815 4.000 EACH| 1700.00000 6800.00| 1657.06000 6628.24| 1728.00000 6912.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0046 805-01842 13.000 EACH| 745.00000 9685.00| 724.96000 9424.48| 756.00000 9828.00 HANDHOLE, SIGNAL | | | 0047 805-01844 575.000 m | 19.00000 10925.00| 18.64000 10718.00| 19.44000 11178.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0048 805-02087 LUMP| 102.00000 102.00| 103.57000 103.57| 108.00000 108.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0050 805-78205 8.000 EACH| 445.00000 3560.00| 440.16000 3521.28| 459.00000 3672.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 517,079.07 ROUTE : 52 CALL ORDER : 101 CONTRACT ID : R -23812-A COUNTIES : HANCOCK MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 805-78415 4.000 EACH| 1295.00000 5180.00| 1294.58000 5178.32| 1350.00000 5400.00 SPAN, CATENARY, AND TETHER | | | 0052 805-78445 1.000 EACH| 525.00000 525.00| 517.83000 517.83| 540.00000 540.00 SIGNAL SERVICE | | | 0053 805-78467 16.000 m | 5.25000 84.00| 5.18000 82.88| 5.40000 86.40 SIGNAL CABLE, 3C 8GA. | | | 0054 805-78470 1480.000 m | 0.55000 814.00| 0.52000 769.60| 0.54000 799.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0055 805-78485 100.000 m | 3.30000 330.00| 3.11000 311.00| 3.24000 324.00 SIGNAL CABLE, 5C 14GA. | | | 0056 805-78490 180.000 m | 3.85000 693.00| 3.62000 651.60| 3.78000 680.40 SIGNAL CABLE, 7C 14GA. | | | 0057 805-78510 900.000 m | 2.20000 1980.00| 2.07000 1863.00| 2.16000 1944.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0058 805-78785 12.000 EACH| 625.00000 7500.00| 621.40000 7456.80| 648.00000 7776.00 SIGNAL DETECTOR HOUSING | | | 0059 805-78795 407.000 m | 19.00000 7733.00| 18.64000 7586.48| 19.44000 7912.08 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0060 805-78925 1.000 EACH| 625.00000 625.00| 621.40000 621.40| 648.00000 648.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0062 805-86900 4.000 EACH| 275.00000 1100.00| 258.92000 1035.68| 270.00000 1080.00 JUNCTION BOX | | | 0063 805-92504 6.000 EACH| 215.00000 1290.00| 207.13000 1242.78| 216.00000 1296.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0064 808-06703 416.000 m | 1.00000 416.00| 0.93000 386.88| 1.03000 428.48 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-06713 1800.000 m | 0.45000 810.00| 0.41000 738.00| 0.22000 396.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06716 2778.000 m | 0.90000 2500.20| 0.83000 2305.74| 1.30000 3611.40 LINE, REMOVE | | | 0067 808-75245 1924.000 m | 1.15000 2212.60| 1.14000 2193.36| 1.03000 1981.72 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75290 108.000 m | 12.00000 1296.00| 11.39000 1230.12| 7.56000 816.48 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0069 808-75297 40.000 m | 12.75000 510.00| 12.43000 497.20| 7.56000 302.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0070 808-75320 16.000 EACH| 42.00000 672.00| 41.43000 662.88| 37.80000 604.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 517,079.07 ROUTE : 52 CALL ORDER : 101 CONTRACT ID : R -23812-A COUNTIES : HANCOCK MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-75325 8.000 EACH| 52.00000 416.00| 51.78000 414.24| 48.60000 388.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0072 808-75998 105.000 EACH| 32.00000 3360.00| 32.62000 3425.10| 21.60000 2268.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0073 808-92027 854.000 m | 1.65000 1409.10| 1.55000 1323.70| 2.05000 1750.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0074 805-79020 LUMP| 3100.00000 3100.00| 3106.99000 3106.99| 3240.00000 3240.00 TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | SECTION TOTALS | $ 438,365.65| $ 469,725.34| $ 480,426.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 438,365.65| $ 469,725.34| $ 480,426.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 101 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 517,079.07 ROUTE : 52 CALL ORDER : 101 CONTRACT ID : R -23812-A COUNTIES : HANCOCK MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-0999231 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06790 10.000 MOS | 1500.00000 15000.00| 2442.36000 24423.60| 850.00000 8500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 13157.50000 13157.50| 13735.42000 13735.42 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 22095.00000 22095.00| 25473.00000 25473.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20060.00000 20060.00| 9428.44000 9428.44| 12736.00000 12736.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 528.000 m2 | 8.00000 4224.00| 4.77000 2518.56| 3.50000 1848.00 SURFACE MILLING, ASPHALT | | | 0006 202-78515 LUMP| 500.00000 500.00| 526.30000 526.30| 791.16000 791.16 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02000 2272.000 m3 | 21.80000 49529.60| 15.75000 35784.00| 35.00000 79520.00 EXCAVATION, COMMON | | | 0008 203-02045 404.000 m3 | 5.33000 2153.32| 5.42000 2189.68| 30.00000 12120.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 205-02224 500.000 m | 6.65000 3325.00| 5.53000 2765.00| 5.77000 2885.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 70.000 m | 12.90000 903.00| 37.89000 2652.30| 39.56000 2769.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 10.000 EACH| 87.00000 870.00| 89.47000 894.70| 93.40000 934.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 211-02060 201.000 m3 | 34.85000 7004.85| 23.29000 4681.29| 18.00000 3618.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1675.000 Mg | 22.00000 36850.00| 22.00000 36850.00| 18.66000 31255.50 COMPACTED AGGREGATE, O, 53 | | | 0014 305-05204 8.000 Mg | 150.00000 1200.00| 200.00000 1600.00| 200.00000 1600.00 HMA FOR PATCHING | | | 0015 402-05468 1310.000 Mg | 39.00000 51090.00| 40.00000 52400.00| 42.00000 55020.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 1660.000 Mg | 35.00000 58100.00| 34.50000 57270.00| 35.00000 58100.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 755.000 Mg | 50.00000 37750.00| 50.00000 37750.00| 41.00000 30955.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 271.000 Mg | 50.00000 13550.00| 41.00000 11111.00| 42.00000 11382.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 101 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 517,079.07 ROUTE : 52 CALL ORDER : 101 CONTRACT ID : R -23812-A COUNTIES : HANCOCK MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-0999231 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05495 266.000 Mg | 40.00000 10640.00| 37.00000 9842.00| 36.00000 9576.00 HMA WEDGE AND LEVEL | | | 0020 404-05511 1502.000 m2 | 2.75000 4130.50| 3.00000 4506.00| 2.75000 4130.50 SEAL COAT, 2 | | | 0021 405-05517 3.000 Mg | 700.00000 2100.00| 485.00000 1455.00| 100.00000 300.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 36.000 Mg | 180.00000 6480.00| 210.00000 7560.00| 100.00000 3600.00 ASPHALT FOR TACK COAT | | | 0023 610-05527 36.000 Mg | 100.00000 3600.00| 68.00000 2448.00| 100.00000 3600.00 HMA FOR APPROACHES | | | 0024 615-06490 25.000 EACH| 102.00000 2550.00| 107.37000 2684.25| 164.83000 4120.75 RIGHT OF WAY MARKER | | | 0025 615-06500 1.000 EACH| 510.00000 510.00| 536.83000 536.83| 604.36000 604.36 MONUMENT, A | | | 0026 615-06527 1.000 EACH| 725.00000 725.00| 763.14000 763.14| 494.48000 494.48 MONUMENT, SECTION CORNER | | | 0027 621-01004 1.000 EACH| 375.00000 375.00| 394.73000 394.73| 412.06000 412.06 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.760 Mg | 540.00000 410.40| 568.41000 431.99| 593.37000 450.96 FERTILIZER | | | 0029 621-06553 1600.000 kg | 6.20000 9920.00| 6.53000 10448.00| 6.81000 10896.00 SEED MIXTURE, R | | | 0030 621-06565 3.800 Mg | 545.00000 2071.00| 573.67000 2179.95| 598.86000 2275.67 MULCHING MATERIAL | | | 0031 621-06567 13.000 kL | 5.55000 72.15| 5.84000 75.92| 6.10000 79.30 WATER | | | 0032 621-06574 555.000 m2 | 5.75000 3191.25| 8.31000 4612.05| 6.32000 3507.60 SODDING | | | 0033 621-06575 164.000 m2 | 5.75000 943.00| 8.60000 1410.40| 6.32000 1036.48 SODDING, NURSERY | | | 0034 715-05123 20.000 m | 101.97000 2039.40| 189.83000 3796.60| 90.00000 1800.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0035 715-05169 42.500 m | 59.50000 2528.75| 62.99000 2677.08| 80.00000 3400.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0036 715-05368 24.000 m | 82.10000 1970.40| 118.47000 2843.28| 110.00000 2640.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0037 715-46005 4.000 EACH| 250.00000 1000.00| 423.76000 1695.04| 500.00000 2000.00 PIPE END SECTION, 375 mm | | | 0038 715-46020 2.000 EACH| 315.00000 630.00| 471.52000 943.04| 750.00000 1500.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 101 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 517,079.07 ROUTE : 52 CALL ORDER : 101 CONTRACT ID : R -23812-A COUNTIES : HANCOCK MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-0999231 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-97607 2.000 EACH| 426.00000 852.00| 626.39000 1252.78| 950.00000 1900.00 PIPE END SECTION, MIN. AREA .42 m2 | | | 0040 801-06203 1806.000 m | 0.80000 1444.80| 0.25000 451.50| 0.88000 1589.28 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06640 16.000 EACH| 90.00000 1440.00| 63.16000 1010.56| 82.41000 1318.56 CONSTRUCTION SIGN, A | | | 0042 801-06207 1806.000 m | 2.00000 3612.00| 3.07000 5544.42| 2.20000 3973.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0043 801-06645 10.000 EACH| 25.00000 250.00| 26.32000 263.20| 27.47000 274.70 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 13310.00000 13310.00| 27167.21000 27167.21| 9484.91000 9484.91 MAINTAINING TRAFFIC | | | 0045 805-01815 4.000 EACH| 1600.00000 6400.00| 1684.16000 6736.64| 1835.05000 7340.20 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0046 805-01842 13.000 EACH| 700.00000 9100.00| 736.82000 9578.66| 686.77000 8928.01 HANDHOLE, SIGNAL | | | 0047 805-01844 575.000 m | 18.00000 10350.00| 18.95000 10896.25| 25.27000 14530.25 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0048 805-02087 LUMP| 100.00000 100.00| 105.26000 105.26| 263.72000 263.72 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0050 805-78205 8.000 EACH| 425.00000 3400.00| 447.36000 3578.88| 416.46000 3331.68 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0051 805-78415 4.000 EACH| 1250.00000 5000.00| 1315.75000 5263.00| 1318.60000 5274.40 SPAN, CATENARY, AND TETHER | | | 0052 805-78445 1.000 EACH| 500.00000 500.00| 526.30300 526.30| 494.48000 494.48 SIGNAL SERVICE | | | 0053 805-78467 16.000 m | 5.00000 80.00| 5.26000 84.16| 5.49000 87.84 SIGNAL CABLE, 3C 8GA. | | | 0054 805-78470 1480.000 m | 0.50000 740.00| 0.53000 784.40| 0.99000 1465.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0055 805-78485 100.000 m | 3.00000 300.00| 3.16000 316.00| 4.12000 412.00 SIGNAL CABLE, 5C 14GA. | | | 0056 805-78490 180.000 m | 3.50000 630.00| 3.68000 662.40| 4.40000 792.00 SIGNAL CABLE, 7C 14GA. | | | 0057 805-78510 900.000 m | 2.00000 1800.00| 2.11000 1899.00| 2.64000 2376.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0058 805-78785 12.000 EACH| 600.00000 7200.00| 631.56000 7578.72| 697.76000 8373.12 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 101 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 517,079.07 ROUTE : 52 CALL ORDER : 101 CONTRACT ID : R -23812-A COUNTIES : HANCOCK MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-0999231 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 805-78795 407.000 m | 18.00000 7326.00| 18.95000 7712.65| 24.17000 9837.19 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0060 805-78925 1.000 EACH| 600.00000 600.00| 631.56000 631.56| 966.97000 966.97 CONTROLLER CABINET FOUNDATION, P1 | | | 0062 805-86900 4.000 EACH| 250.00000 1000.00| 263.15000 1052.60| 189.00000 756.00 JUNCTION BOX | | | 0063 805-92504 6.000 EACH| 200.00000 1200.00| 210.52000 1263.12| 10.99000 65.94 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0064 808-06703 416.000 m | 0.90000 374.40| 1.00000 416.00| 0.99000 411.84 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-06713 1800.000 m | 0.40000 720.00| 0.21000 378.00| 0.44000 792.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06716 2778.000 m | 0.80000 2222.40| 1.26000 3500.28| 0.88000 2444.64 LINE, REMOVE | | | 0067 808-75245 1924.000 m | 1.10000 2116.40| 1.00000 1924.00| 1.21000 2328.04 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75290 108.000 m | 11.00000 1188.00| 7.37000 795.96| 12.09000 1305.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0069 808-75297 40.000 m | 12.00000 480.00| 7.37000 294.80| 13.19000 527.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0070 808-75320 16.000 EACH| 40.00000 640.00| 36.84000 589.44| 43.95000 703.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0071 808-75325 8.000 EACH| 50.00000 400.00| 47.37000 378.96| 54.94000 439.52 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0072 808-75998 105.000 EACH| 31.50000 3307.50| 21.05000 2210.25| 34.61000 3634.05 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0073 808-92027 854.000 m | 1.50000 1281.00| 2.00000 1708.00| 1.65000 1409.10 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0074 805-79020 LUMP| 3000.00000 3000.00| 3157.80000 3157.80| 2197.67000 2197.67 TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | SECTION TOTALS | $ 482,361.12| $ 489,113.43| $ 509,695.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 482,361.12| $ 489,113.43| $ 509,695.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3606011 3606011 3606011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 2,652,481.14 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 2,833,834.95 106.8371% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,072,000.00 115.8160% 4 35-1698047 GRADEX, INC. $ 3,097,739.08 116.7864% 5 35-1315965 FOX CONTRACTORS CORP. $ 3,157,388.40 119.0352% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 3,168,101.81 119.4391% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,187,988.29 120.1889% 8 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 3,284,067.70 123.8111% 9 35-1057871 SMOCK FANSLER CORPORATION $ 3,422,002.00 129.0113% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SANITARY SEWER INSTALLATION | | | 0001 105-01925 24.000 MOS | 1103.93000 26494.32| 2000.00000 48000.00| 2500.00000 60000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 57564.00000 57564.00| 70000.00000 70000.00| 54000.00000 54000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 154967.38000 154967.38| 143000.00000 143000.00| 194106.20000 194106.20 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10893.14000 10893.14| 50000.00000 50000.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 143.000 m | 22.68000 3243.24| 13.50000 1930.50| 14.00000 2002.00 GUARDRAIL, REMOVE | | | 0006 202-02245 27.000 EACH| 183.40000 4951.80| 300.00000 8100.00| 425.00000 11475.00 TREE, 150 mm, REMOVE | | | 0007 202-02250 23.000 EACH| 206.16000 4741.68| 400.00000 9200.00| 700.00000 16100.00 TREE, 250 mm, REMOVE | | | 0008 202-02255 7.000 EACH| 284.20000 1989.40| 540.00000 3780.00| 950.00000 6650.00 TREE, 460 mm, REMOVE | | | 0009 202-02260 6.000 EACH| 504.80000 3028.80| 750.00000 4500.00| 1500.00000 9000.00 TREE, 760 mm, REMOVE | | | 0010 202-02265 3.000 EACH| 1176.00000 3528.00| 1100.00000 3300.00| 2100.00000 6300.00 TREE, 1220 mm, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-02272 12.500 m | 13.86000 173.25| 27.00000 337.50| 30.00000 375.00 PAVED SIDE DITCH, REMOVE | | | 0012 202-02278 585.000 m | 7.58000 4434.30| 16.50000 9652.50| 14.00000 8190.00 CURB, CONCRETE, REMOVE | | | 0013 202-02286 1.000 EACH| 76500.00000 76500.00| 39200.00000 39200.00| 73000.00000 73000.00 PRESENT STRUCTURE, REMOVE | | | 0014 202-52710 948.000 m2 | 7.58000 7185.84| 11.20000 10617.60| 9.00000 8532.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-78515 LUMP| 540.00000 540.00| 4000.00000 4000.00| 550.00000 550.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 203-02000 13635.000 m3 | 11.83000 161302.05| 13.00000 177255.00| 20.75000 282926.25 EXCAVATION, COMMON | | | 0017 205-02224 505.000 m | 5.83000 2944.15| 6.00000 3030.00| 5.75000 2903.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02236 11.000 EACH| 59.40000 653.40| 60.00000 660.00| 58.00000 638.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 20.000 EACH| 43.20000 864.00| 42.00000 840.00| 43.00000 860.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 211-02050 1743.000 m3 | 23.81000 41500.83| 60.00000 104580.00| 45.00000 78435.00 B BORROW FOR SANITARY SEWER BACKFILL | | | 0021 211-02060 6200.000 m3 | 19.47000 120714.00| 20.00000 124000.00| 16.75000 103850.00 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-04075 48.000 Mg | 31.52000 1512.96| 35.00000 1680.00| 30.00000 1440.00 COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 555.000 Mg | 25.08000 13919.40| 18.50000 10267.50| 25.00000 13875.00 COMPACTED AGGREGATE, O, 53 | | | 0024 401-05437 6551.000 Mg | 38.91000 254899.41| 37.00000 242387.00| 38.00000 248938.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 2204.000 Mg | 38.60000 85074.40| 36.00000 79344.00| 41.00000 90364.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 1002.000 Mg | 49.36000 49458.72| 46.00000 46092.00| 50.00000 50100.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 401-06264 LUMP| 5765.44000 5765.44| 5500.00000 5500.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0028 402-05470 2981.000 Mg | 38.03000 113367.43| 36.00000 107316.00| 36.00000 107316.00 HMA BASE C25.0 mm, MAINLINE | | | 0029 405-05517 0.200 Mg | 1465.56000 293.11| 1100.00000 220.00| 1500.00000 300.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 406-05520 18.000 Mg | 188.57000 3394.26| 200.00000 3600.00| 180.00000 3240.00 ASPHALT FOR TACK COAT | | | 0031 506-06333 28.000 m2 | 42.97000 1203.16| 250.00000 7000.00| 95.00000 2660.00 PCCP PATCHING, FULL DEPTH | | | 0032 603-06045 52.600 m | 76.68000 4033.37| 70.00000 3682.00| 62.00000 3261.20 FENCE, CHAIN LINK, 1220 mm | | | 0033 604-06069 372.000 m2 | 41.91000 15590.52| 50.00000 18600.00| 55.00000 20460.00 CURB RAMP, CONCRETE | | | 0034 604-06070 1809.000 m2 | 23.65000 42782.85| 30.00000 54270.00| 33.00000 59697.00 SIDEWALK, CONCRETE | | | 0035 605-06120 32.000 m | 43.67000 1397.44| 31.00000 992.00| 65.00000 2080.00 CURB, CONCRETE | | | 0036 605-06155 2456.000 m | 37.83000 92910.48| 33.00000 81048.00| 40.00000 98240.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0037 605-97937 129.000 m | 50.07000 6459.03| 33.00000 4257.00| 35.00000 4515.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0038 610-05527 2516.000 Mg | 50.35000 126680.60| 47.00000 118252.00| 57.00000 143412.00 HMA FOR APPROACHES | | | 0039 611-05330 2026.800 m2 | 35.46000 71870.33| 43.00000 87152.40| 40.00000 81072.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 615-06505 15.000 EACH| 442.80000 6642.00| 500.00000 7500.00| 475.00000 7125.00 MONUMENT, B | | | 0041 616-02320 33.800 m2 | 2.65000 89.57| 20.00000 676.00| 8.00000 270.40 GEOTEXTILES | | | 0042 616-06405 14.400 Mg | 40.24000 579.46| 100.00000 1440.00| 40.00000 576.00 RIPRAP, REVETMENT | | | 0043 621-06567 231.000 kL | 1.08000 249.48| 1.00000 231.00| 1.00000 231.00 WATER | | | 0044 621-06575 12814.000 m2 | 3.08000 39467.12| 3.00000 38442.00| 3.00000 38442.00 SODDING, NURSERY | | | 0045 714-05562 83.000 m2 | 252.40000 20949.20| 420.00000 34860.00| 285.00000 23655.00 RETAINING WALL , MODULAR, BLOCK | | | 0046 715-03025 11.000 EACH| 2416.32000 26579.52| 2500.00000 27500.00| 2600.00000 28600.00 SANITARY MANHOLE | | | 0047 715-05024 486.200 m | 170.73000 83008.93| 190.00000 92378.00| 170.00000 82654.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0048 715-05048 3100.000 m | 8.42000 26102.00| 8.00000 24800.00| 8.25000 25575.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0049 715-05149 864.300 m | 67.10000 57994.53| 75.00000 64822.50| 80.00000 69144.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 715-05151 644.100 m | 84.22000 54246.10| 85.00000 54748.50| 80.00000 51528.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0051 715-05154 382.500 m | 99.17000 37932.53| 135.00000 51637.50| 100.00000 38250.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-05408 771.400 m | 86.97000 67088.66| 140.00000 107996.00| 145.00000 111853.00 PIPE, SANITARY SEWER, 200 mm | | | 0053 715-05411 59.600 m | 131.45000 7834.42| 420.00000 25032.00| 450.00000 26820.00 PIPE, SANITARY SEWER, 300 mm | | | 0054 715-05428 12.800 m | 513.57000 6573.70| 325.00000 4160.00| 325.00000 4160.00 PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0055 715-05711 517.000 m | 100.13000 51767.21| 90.00000 46530.00| 95.00000 49115.00 PIPE, SANITARY SEWER, 150 mm , LATERAL | | | 0056 715-46000 2.000 EACH| 211.20000 422.40| 250.00000 500.00| 250.00000 500.00 PIPE END SECTION, 300 mm | | | 0057 715-46005 3.000 EACH| 290.12000 870.36| 275.00000 825.00| 400.00000 1200.00 PIPE END SECTION, 375 mm | | | 0058 715-46020 1.000 EACH| 573.20000 573.20| 400.00000 400.00| 500.00000 500.00 PIPE END SECTION, 600 mm | | | 0059 715-46040 2.000 EACH| 865.00000 1730.00| 470.00000 940.00| 750.00000 1500.00 PIPE END SECTION, 900 mm | | | 0060 718-06532 1000.000 m | 3.51000 3510.00| 3.10000 3100.00| 3.35000 3350.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0061 718-52610 608.000 m3 | 35.91000 21833.28| 50.00000 30400.00| 34.00000 20672.00 AGGREGATE FOR UNDERDRAINS | | | 0062 720-44000 9.000 EACH| 368.40000 3315.60| 250.00000 2250.00| 250.00000 2250.00 CASTING, ADJUST TO GRADE | | | 0063 720-44296 1.000 EACH| 238.20000 238.20| 500.00000 500.00| 465.00000 465.00 CAP INLET | | | 0064 720-45025 2.000 EACH| 1189.60000 2379.20| 1780.00000 3560.00| 1650.00000 3300.00 INLET, D6 | | | 0065 720-45045 46.000 EACH| 928.68000 42719.28| 1400.00000 64400.00| 1600.00000 73600.00 INLET, J10 | | | 0066 720-45055 12.000 EACH| 983.84000 11806.08| 1400.00000 16800.00| 1650.00000 19800.00 INLET, M10 | | | 0067 720-45240 3.000 EACH| 1805.40000 5416.20| 1800.00000 5400.00| 1850.00000 5550.00 CATCH BASIN, J10 | | | 0068 720-45260 13.000 EACH| 858.52000 11160.76| 950.00000 12350.00| 775.00000 10075.00 PIPE CATCH BASIN, 300 mm | | | 0069 720-45410 27.000 EACH| 1408.84000 38038.68| 1700.00000 45900.00| 2100.00000 56700.00 MANHOLE, C4 | | | 0070 720-45605 0.800 m | 657.32000 525.86| 4000.00000 3200.00| 1200.00000 960.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 720-94602 1.000 EACH| 4828.36000 4828.36| 4000.00000 4000.00| 7600.00000 7600.00 MANHOLE, K4, DROP | | | 0072 720-95422 18.000 EACH| 2622.88000 47211.84| 2800.00000 50400.00| 4000.00000 72000.00 MANHOLE, J4 | | | 0073 720-98174 2.000 EACH| 1478.84000 2957.68| 2100.00000 4200.00| 1850.00000 3700.00 INLET, B15 | | | 0074 720-98555 2.000 EACH| 1523.20000 3046.40| 2150.00000 4300.00| 1850.00000 3700.00 INLET, C15 | | | 0075 720-98625 3.000 EACH| 3050.68000 9152.04| 2500.00000 7500.00| 4500.00000 13500.00 MANHOLE, C4, DROP | | | 0076 723-06927 27.400 m | 5168.00000 141603.20| 4200.00000 115080.00| 5250.00000 143850.00 STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | | x 3400 mm | | | 0077 801-04308 58.000 EACH| 54.00000 3132.00| 130.00000 7540.00| 80.00000 4640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06605 12.000 EACH| 54.00000 648.00| 75.00000 900.00| 55.00000 660.00 BARRICADE, IIIA | | | 0079 801-06606 88.000 EACH| 54.00000 4752.00| 85.00000 7480.00| 55.00000 4840.00 BARRICADE, IIIB | | | 0080 801-06625 20.000 EACH| 97.20000 1944.00| 100.00000 2000.00| 95.00000 1900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0081 801-06640 2.000 EACH| 345.60000 691.20| 165.00000 330.00| 500.00000 1000.00 CONSTRUCTION SIGN, A | | | 0082 801-06775 LUMP| 74806.80000 74806.80| 60000.00000 60000.00| 47500.00000 47500.00 MAINTAINING TRAFFIC | | | 0083 802-05701 236.900 m | 21.60000 5117.04| 22.00000 5211.80| 21.00000 4974.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-76025 34.230 m2 | 162.00000 5545.26| 160.00000 5476.80| 155.00000 5305.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0085 802-76045 3.080 m2 | 189.00000 582.12| 190.00000 585.20| 185.00000 569.80 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0086 805-01816 4.000 EACH| 864.00000 3456.00| 850.00000 3400.00| 850.00000 3400.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0087 805-01842 4.000 EACH| 810.00000 3240.00| 800.00000 3200.00| 800.00000 3200.00 HANDHOLE, SIGNAL | | | 0089 805-04757 4.000 EACH| 1080.00000 4320.00| 1100.00000 4400.00| 1050.00000 4200.00 SIGNAL POLE, ORNAMENTAL, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 805-06592 187.000 m | 32.40000 6058.80| 32.00000 5984.00| 31.00000 5797.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0092 805-78100 1.000 EACH| 10800.00000 10800.00| 10600.00000 10600.00| 10500.00000 10500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0093 805-78205 5.000 EACH| 432.00000 2160.00| 450.00000 2250.00| 430.00000 2150.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0094 805-78230 3.000 EACH| 648.00000 1944.00| 650.00000 1950.00| 650.00000 1950.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0095 805-78445 1.000 EACH| 540.00000 540.00| 530.00000 530.00| 525.00000 525.00 SIGNAL SERVICE | | | 0096 805-78467 50.000 m | 6.48000 324.00| 6.50000 325.00| 6.50000 325.00 SIGNAL CABLE, 3C 8GA. | | | 0097 805-78480 204.000 m | 0.33000 67.32| 0.35000 71.40| 0.35000 71.40 SIGNAL CABLE, 3C 14GA. | | | 0098 805-78485 51.000 m | 4.32000 220.32| 4.50000 229.50| 4.30000 219.30 SIGNAL CABLE, 5C 14GA. | | | 0099 805-78490 187.000 m | 4.75000 888.25| 4.75000 888.25| 4.50000 841.50 SIGNAL CABLE, 7C 14GA. | | | 0100 805-78925 1.000 EACH| 648.00000 648.00| 635.00000 635.00| 650.00000 650.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0101 808-06703 414.000 m | 1.06000 438.84| 1.00000 414.00| 1.00000 414.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0102 808-06703 26.000 m | 1.06000 27.56| 1.00000 26.00| 1.00000 26.00 LINE, THERMOPLASTIC, SOLID, WHITE, | | | 100mm , FOR PARKING LIMIT | | | 0103 808-75245 3467.000 m | 1.06000 3675.02| 1.00000 3467.00| 1.00000 3467.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0104 808-75297 145.800 m | 10.10000 1472.58| 10.00000 1458.00| 10.00000 1458.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0105 808-75300 400.600 m | 1.59000 636.95| 1.50000 600.90| 1.50000 600.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0106 808-75320 8.000 EACH| 45.36000 362.88| 45.00000 360.00| 45.00000 360.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0107 808-75325 7.000 EACH| 58.32000 408.24| 55.00000 385.00| 55.00000 385.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 805-02202 4.000 EACH| 702.00000 2808.00| 700.00000 2800.00| 700.00000 2800.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0109 805-78510 167.000 m | 4.32000 721.44| 4.50000 751.50| 4.25000 709.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0110 805-02328 262.000 m | 0.54000 141.48| 0.55000 144.10| 0.50000 131.00 SIGNAL CABLE, 1C 14GA. | | | 0111 714-03437 95.100 m2 | 843.00000 80169.30| 400.00000 38040.00| 450.00000 42795.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0112 202-03000 LUMP| 10464.20000 10464.20| 15000.00000 15000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 88 | | | SECTION TOTALS | $ 2,652,481.14| $ 2,833,834.95| $ 3,072,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,652,481.14| $ 2,833,834.95| $ 3,072,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1315965 |(6) 35-0999231 |GRADEX, INC. |FOX CONTRACTORS CORP. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SANITARY SEWER INSTALLATION | | | 0001 105-01925 24.000 MOS | 1800.00000 43200.00| 1295.00000 31080.00| 1029.82000 24715.68 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 65000.00000 65000.00| 73195.00000 73195.00| 65696.14000 65696.14 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 116706.00000 116706.00| 158400.00000 158400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 137250.00000 137250.00| 63300.00000 63300.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 143.000 m | 13.91000 1989.13| 21.95000 3138.85| 23.46000 3354.78 GUARDRAIL, REMOVE | | | 0006 202-02245 27.000 EACH| 170.00000 4590.00| 263.00000 7101.00| 229.04000 6184.08 TREE, 150 mm, REMOVE | | | 0007 202-02250 23.000 EACH| 280.00000 6440.00| 310.00000 7130.00| 307.25000 7066.75 TREE, 250 mm, REMOVE | | | 0008 202-02255 7.000 EACH| 400.00000 2800.00| 395.00000 2765.00| 502.78000 3519.46 TREE, 460 mm, REMOVE | | | 0009 202-02260 6.000 EACH| 1700.00000 10200.00| 515.00000 3090.00| 837.96000 5027.76 TREE, 760 mm, REMOVE | | | 0010 202-02265 3.000 EACH| 2800.00000 8400.00| 2370.00000 7110.00| 2513.88000 7541.64 TREE, 1220 mm, REMOVE | | | 0011 202-02272 12.500 m | 56.00000 700.00| 41.37000 517.13| 30.62000 382.75 PAVED SIDE DITCH, REMOVE | | | 0012 202-02278 585.000 m | 22.00000 12870.00| 9.45000 5528.25| 12.01000 7025.85 CURB, CONCRETE, REMOVE | | | 0013 202-02286 1.000 EACH| 90000.00000 90000.00| 56160.00000 56160.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0014 202-52710 948.000 m2 | 5.40000 5119.20| 4.20000 3981.60| 8.49000 8048.52 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-78515 LUMP| 500.00000 500.00| 2083.34000 2083.34| 558.64000 558.64 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 203-02000 13635.000 m3 | 21.25000 289743.75| 17.90000 244066.50| 25.70000 350419.50 EXCAVATION, COMMON | | | 0017 205-02224 505.000 m | 5.67000 2863.35| 5.64000 2848.20| 6.03000 3045.15 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02236 11.000 EACH| 57.00000 627.00| 57.51000 632.61| 61.45000 675.95 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 20.000 EACH| 42.00000 840.00| 41.83000 836.60| 44.69000 893.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1315965 |(6) 35-0999231 |GRADEX, INC. |FOX CONTRACTORS CORP. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 211-02050 1743.000 m3 | 24.50000 42703.50| 25.74000 44864.82| 20.00000 34860.00 B BORROW FOR SANITARY SEWER BACKFILL | | | 0021 211-02060 6200.000 m3 | 23.00000 142600.00| 23.71000 147002.00| 20.00000 124000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-04075 48.000 Mg | 33.00000 1584.00| 17.35000 832.80| 29.36000 1409.28 COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 555.000 Mg | 20.00000 11100.00| 16.61000 9218.55| 28.70000 15928.50 COMPACTED AGGREGATE, O, 53 | | | 0024 401-05437 6551.000 Mg | 37.83000 247824.33| 38.33000 251099.83| 40.26000 263743.26 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 2204.000 Mg | 37.53000 82716.12| 41.99000 92545.96| 39.93000 88005.72 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 1002.000 Mg | 48.00000 48096.00| 51.65000 51753.30| 51.06000 51162.12 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 401-06264 LUMP| 5610.00000 5610.00| 3241.47000 3241.47| 5964.46000 5964.46 PROFILOGRAPH, HMA | | | 0028 402-05470 2981.000 Mg | 37.00000 110297.00| 37.70000 112383.70| 39.34000 117272.54 HMA BASE C25.0 mm, MAINLINE | | | 0029 405-05517 0.200 Mg | 1425.00000 285.00| 313.59000 62.72| 1516.15000 303.23 ASPHALT FOR PRIME COAT | | | 0030 406-05520 18.000 Mg | 184.00000 3312.00| 188.22000 3387.96| 195.08000 3511.44 ASPHALT FOR TACK COAT | | | 0031 506-06333 28.000 m2 | 70.00000 1960.00| 104.52000 2926.56| 57.90000 1621.20 PCCP PATCHING, FULL DEPTH | | | 0032 603-06045 52.600 m | 63.50000 3340.10| 74.25000 3905.55| 79.33000 4172.76 FENCE, CHAIN LINK, 1220 mm | | | 0033 604-06069 372.000 m2 | 50.40000 18748.80| 50.16000 18659.52| 46.35000 17242.20 CURB RAMP, CONCRETE | | | 0034 604-06070 1809.000 m2 | 31.50000 56983.50| 29.28000 52967.52| 27.14000 49096.26 SIDEWALK, CONCRETE | | | 0035 605-06120 32.000 m | 57.75000 1848.00| 75.30000 2409.60| 70.23000 2247.36 CURB, CONCRETE | | | 0036 605-06155 2456.000 m | 39.90000 97994.40| 40.78000 100155.68| 36.58000 89840.48 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0037 605-97937 129.000 m | 36.75000 4740.75| 40.78000 5260.62| 34.51000 4451.79 CURB AND GUTTER, CONCRETE, ROLL | | | 0038 610-05527 2516.000 Mg | 48.95000 123158.20| 56.72000 142707.52| 52.09000 131058.44 HMA FOR APPROACHES | | | 0039 611-05330 2026.800 m2 | 42.00000 85125.60| 46.00000 93232.80| 39.44000 79936.99 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1315965 |(6) 35-0999231 |GRADEX, INC. |FOX CONTRACTORS CORP. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 615-06505 15.000 EACH| 485.00000 7275.00| 428.71000 6430.65| 458.09000 6871.35 MONUMENT, B | | | 0041 616-02320 33.800 m2 | 3.00000 101.40| 5.27000 178.13| 2.28000 77.06 GEOTEXTILES | | | 0042 616-06405 14.400 Mg | 35.00000 504.00| 29.06000 418.46| 40.01000 576.14 RIPRAP, REVETMENT | | | 0043 621-06567 231.000 kL | 1.05000 242.55| 1.06000 244.86| 1.12000 258.72 WATER | | | 0044 621-06575 12814.000 m2 | 2.99000 38313.86| 3.00000 38442.00| 3.18000 40748.52 SODDING, NURSERY | | | 0045 714-05562 83.000 m2 | 362.25000 30066.75| 360.70000 29938.10| 395.49000 32825.67 RETAINING WALL , MODULAR, BLOCK | | | 0046 715-03025 11.000 EACH| 1700.00000 18700.00| 3547.12000 39018.32| 2890.84000 31799.24 SANITARY MANHOLE | | | 0047 715-05024 486.200 m | 185.00000 89947.00| 185.30000 90092.86| 179.82000 87428.48 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0048 715-05048 3100.000 m | 11.00000 34100.00| 5.58000 17298.00| 7.61000 23591.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0049 715-05149 864.300 m | 95.00000 82108.50| 89.27000 77156.06| 97.33000 84122.32 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0050 715-05151 644.100 m | 105.00000 67630.50| 89.11000 57395.75| 107.05000 68950.91 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0051 715-05154 382.500 m | 145.00000 55462.50| 124.21000 47510.33| 113.77000 43517.03 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-05408 771.400 m | 165.00000 127281.00| 128.97000 99487.46| 128.09000 98808.63 PIPE, SANITARY SEWER, 200 mm | | | 0053 715-05411 59.600 m | 205.00000 12218.00| 165.78000 9880.49| 314.75000 18759.10 PIPE, SANITARY SEWER, 300 mm | | | 0054 715-05428 12.800 m | 200.00000 2560.00| 221.39000 2833.79| 438.31000 5610.37 PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0055 715-05711 517.000 m | 115.00000 59455.00| 162.89000 84214.13| 156.56000 80941.52 PIPE, SANITARY SEWER, 150 mm , LATERAL | | | 0056 715-46000 2.000 EACH| 330.00000 660.00| 198.73000 397.46| 253.18000 506.36 PIPE END SECTION, 300 mm | | | 0057 715-46005 3.000 EACH| 365.00000 1095.00| 222.40000 667.20| 273.83000 821.49 PIPE END SECTION, 375 mm | | | 0058 715-46020 1.000 EACH| 550.00000 550.00| 298.70000 298.70| 420.46000 420.46 PIPE END SECTION, 600 mm | | | 0059 715-46040 2.000 EACH| 815.00000 1630.00| 712.19000 1424.38| 794.48000 1588.96 PIPE END SECTION, 900 mm | | | 0060 718-06532 1000.000 m | 3.00000 3000.00| 3.15000 3150.00| 3.35000 3350.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1315965 |(6) 35-0999231 |GRADEX, INC. |FOX CONTRACTORS CORP. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 718-52610 608.000 m3 | 33.00000 20064.00| 37.32000 22690.56| 46.47000 28253.76 AGGREGATE FOR UNDERDRAINS | | | 0062 720-44000 9.000 EACH| 750.00000 6750.00| 500.00000 4500.00| 243.98000 2195.82 CASTING, ADJUST TO GRADE | | | 0063 720-44296 1.000 EACH| 500.00000 500.00| 277.00000 277.00| 379.72000 379.72 CAP INLET | | | 0064 720-45025 2.000 EACH| 1800.00000 3600.00| 1892.82000 3785.64| 1250.84000 2501.68 INLET, D6 | | | 0065 720-45045 46.000 EACH| 1300.00000 59800.00| 1632.41000 75090.86| 1207.25000 55533.50 INLET, J10 | | | 0066 720-45055 12.000 EACH| 1800.00000 21600.00| 1642.86000 19714.32| 1218.72000 14624.64 INLET, M10 | | | 0067 720-45240 3.000 EACH| 1400.00000 4200.00| 2840.93000 8522.79| 1830.22000 5490.66 CATCH BASIN, J10 | | | 0068 720-45260 13.000 EACH| 1000.00000 13000.00| 668.64000 8692.32| 794.12000 10323.56 PIPE CATCH BASIN, 300 mm | | | 0069 720-45410 27.000 EACH| 1500.00000 40500.00| 2688.67000 72594.09| 1815.46000 49017.42 MANHOLE, C4 | | | 0070 720-45605 0.800 m | 3000.00000 2400.00| 1672.01000 1337.61| 637.27000 509.82 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0071 720-94602 1.000 EACH| 6500.00000 6500.00| 8456.91000 8456.91| 11737.24000 11737.24 MANHOLE, K4, DROP | | | 0072 720-95422 18.000 EACH| 3500.00000 63000.00| 4681.41000 84265.38| 3151.84000 56733.12 MANHOLE, J4 | | | 0073 720-98174 2.000 EACH| 2000.00000 4000.00| 2293.29000 4586.58| 1632.89000 3265.78 INLET, B15 | | | 0074 720-98555 2.000 EACH| 2500.00000 5000.00| 2293.29000 4586.58| 1632.89000 3265.78 INLET, C15 | | | 0075 720-98625 3.000 EACH| 3600.00000 10800.00| 4720.77000 14162.31| 13697.67000 41093.01 MANHOLE, C4, DROP | | | 0076 723-06927 27.400 m | 5360.00000 146864.00| 4565.22000 125087.03| 4296.43000 117722.18 STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | | x 3400 mm | | | 0077 801-04308 58.000 EACH| 126.00000 7308.00| 125.48000 7277.84| 55.86000 3239.88 ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06605 12.000 EACH| 73.50000 882.00| 73.19000 878.28| 55.86000 670.32 BARRICADE, IIIA | | | 0079 801-06606 88.000 EACH| 84.00000 7392.00| 83.65000 7361.20| 55.86000 4915.68 BARRICADE, IIIB | | | 0080 801-06625 20.000 EACH| 100.00000 2000.00| 99.34000 1986.80| 78.21000 1564.20 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1315965 |(6) 35-0999231 |GRADEX, INC. |FOX CONTRACTORS CORP. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-06640 2.000 EACH| 168.00000 336.00| 167.30000 334.60| 558.64000 1117.28 CONSTRUCTION SIGN, A | | | 0082 801-06775 LUMP| 60000.00000 60000.00| 79100.00000 79100.00| 144673.88000 144673.88 MAINTAINING TRAFFIC | | | 0083 802-05701 236.900 m | 21.00000 4974.90| 29.23000 6924.59| 22.35000 5294.72 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-76025 34.230 m2 | 157.50000 5391.23| 207.96000 7118.47| 167.59000 5736.61 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0085 802-76045 3.080 m2 | 183.75000 565.95| 321.95000 991.61| 195.52000 602.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0086 805-01816 4.000 EACH| 840.00000 3360.00| 1599.31000 6397.24| 893.83000 3575.32 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0087 805-01842 4.000 EACH| 787.50000 3150.00| 611.18000 2444.72| 837.96000 3351.84 HANDHOLE, SIGNAL | | | 0089 805-04757 4.000 EACH| 1050.00000 4200.00| 603.71000 2414.84| 1117.28000 4469.12 SIGNAL POLE, ORNAMENTAL, INSTALL | | | 0091 805-06592 187.000 m | 31.50000 5890.50| 30.25000 5656.75| 33.52000 6268.24 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0092 805-78100 1.000 EACH| 10500.00000 10500.00| 9060.54000 9060.54| 12290.09000 12290.09 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0093 805-78205 5.000 EACH| 420.00000 2100.00| 484.38000 2421.90| 446.91000 2234.55 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0094 805-78230 3.000 EACH| 630.00000 1890.00| 728.93000 2186.79| 670.37000 2011.11 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0095 805-78445 1.000 EACH| 525.00000 525.00| 450.15000 450.15| 558.64000 558.64 SIGNAL SERVICE | | | 0096 805-78467 50.000 m | 6.30000 315.00| 4.17000 208.50| 6.70000 335.00 SIGNAL CABLE, 3C 8GA. | | | 0097 805-78480 204.000 m | 0.33000 67.32| 2.66000 542.64| 0.35000 71.40 SIGNAL CABLE, 3C 14GA. | | | 0098 805-78485 51.000 m | 4.20000 214.20| 2.89000 147.39| 4.47000 227.97 SIGNAL CABLE, 5C 14GA. | | | 0099 805-78490 187.000 m | 4.62000 863.94| 3.22000 602.14| 4.92000 920.04 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1315965 |(6) 35-0999231 |GRADEX, INC. |FOX CONTRACTORS CORP. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 805-78925 1.000 EACH| 630.00000 630.00| 900.29000 900.29| 670.37000 670.37 CONTROLLER CABINET FOUNDATION, P1 | | | 0101 808-06703 414.000 m | 1.03000 426.42| 1.02000 422.28| 1.12000 463.68 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0102 808-06703 26.000 m | 1.03000 26.78| 1.02000 26.52| 3.35000 87.10 LINE, THERMOPLASTIC, SOLID, WHITE, | | | 100mm , FOR PARKING LIMIT | | | 0103 808-75245 3467.000 m | 1.03000 3571.01| 1.02000 3536.34| 1.01000 3501.67 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0104 808-75297 145.800 m | 9.82000 1431.76| 9.78000 1425.92| 11.17000 1628.59 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0105 808-75300 400.600 m | 1.54000 616.92| 1.54000 616.92| 2.10000 841.26 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0106 808-75320 8.000 EACH| 44.10000 352.80| 43.92000 351.36| 55.86000 446.88 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0107 808-75325 7.000 EACH| 56.70000 396.90| 56.46000 395.22| 67.04000 469.28 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0108 805-02202 4.000 EACH| 682.50000 2730.00| 812.25000 3249.00| 669.50000 2678.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0109 805-78510 167.000 m | 4.20000 701.40| 2.53000 422.51| 4.12000 688.04 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0110 805-02328 262.000 m | 0.53000 138.86| 0.92000 241.04| 0.51000 133.62 SIGNAL CABLE, 1C 14GA. | | | 0111 714-03437 95.100 m2 | 714.00000 67901.40| 835.83000 79487.43| 677.81000 64459.73 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0112 202-03000 LUMP| 9500.00000 9500.00| 13140.91000 13140.91| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 88 | | | SECTION TOTALS | $ 3,097,739.08| $ 3,157,388.40| $ 3,168,101.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,097,739.08| $ 3,157,388.40| $ 3,168,101.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1136349 |(9) 35-1057871 |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SANITARY SEWER INSTALLATION | | | 0001 105-01925 24.000 MOS | 2800.00000 67200.00| 1699.53000 40788.72| 1400.00000 33600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 60000.00000 60000.00| 79016.21000 79016.21| 48000.00000 48000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 158000.00000 158000.00| 164000.00000 164000.00| 143000.00000 143000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 63000.00000 63000.00| 65000.00000 65000.00| 185000.00000 185000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 143.000 m | 13.66000 1953.38| 7.10000 1015.30| 14.00000 2002.00 GUARDRAIL, REMOVE | | | 0006 202-02245 27.000 EACH| 412.40000 11134.80| 174.56000 4713.12| 120.00000 3240.00 TREE, 150 mm, REMOVE | | | 0007 202-02250 23.000 EACH| 670.15000 15413.45| 523.67000 12044.41| 210.00000 4830.00 TREE, 250 mm, REMOVE | | | 0008 202-02255 7.000 EACH| 927.90000 6495.30| 814.60000 5702.20| 305.00000 2135.00 TREE, 460 mm, REMOVE | | | 0009 202-02260 6.000 EACH| 1546.50000 9279.00| 1745.57000 10473.42| 810.00000 4860.00 TREE, 760 mm, REMOVE | | | 0010 202-02265 3.000 EACH| 2062.00000 6186.00| 2327.43000 6982.29| 1700.00000 5100.00 TREE, 1220 mm, REMOVE | | | 0011 202-02272 12.500 m | 30.78000 384.75| 15.86000 198.25| 10.00000 125.00 PAVED SIDE DITCH, REMOVE | | | 0012 202-02278 585.000 m | 19.25000 11261.25| 11.66000 6821.10| 7.00000 4095.00 CURB, CONCRETE, REMOVE | | | 0013 202-02286 1.000 EACH| 64363.07000 64363.07| 153950.36000 153950.36| 81000.00000 81000.00 PRESENT STRUCTURE, REMOVE | | | 0014 202-52710 948.000 m2 | 9.90000 9385.20| 5.91000 5602.68| 16.00000 15168.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-78515 LUMP| 515.50000 515.50| 581.86000 581.86| 2600.00000 2600.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 203-02000 13635.000 m3 | 22.14000 301878.90| 17.30000 235885.50| 22.00000 299970.00 EXCAVATION, COMMON | | | 0017 205-02224 505.000 m | 5.57000 2812.85| 6.28000 3171.40| 6.00000 3030.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02236 11.000 EACH| 56.71000 623.81| 64.00000 704.00| 56.00000 616.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 20.000 EACH| 41.24000 824.80| 46.55000 931.00| 41.00000 820.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1136349 |(9) 35-1057871 |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 211-02050 1743.000 m3 | 20.68000 36045.24| 20.83000 36306.69| 25.00000 43575.00 B BORROW FOR SANITARY SEWER BACKFILL | | | 0021 211-02060 6200.000 m3 | 10.18000 63116.00| 19.63000 121706.00| 18.00000 111600.00 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-04075 48.000 Mg | 63.33000 3039.84| 25.79000 1237.92| 25.00000 1200.00 COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 555.000 Mg | 52.61000 29198.55| 19.03000 10561.65| 19.00000 10545.00 COMPACTED AGGREGATE, O, 53 | | | 0024 401-05437 6551.000 Mg | 38.40000 251558.40| 41.93000 274683.43| 38.00000 248938.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 2204.000 Mg | 39.40000 86837.60| 41.59000 91664.36| 37.00000 81548.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 1002.000 Mg | 58.54000 58657.08| 53.18000 53286.36| 48.00000 48096.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 401-06264 LUMP| 2500.00000 2500.00| 6212.34000 6212.34| 5700.00000 5700.00 PROFILOGRAPH, HMA | | | 0028 402-05470 2981.000 Mg | 37.32000 111250.92| 40.97000 122131.57| 38.00000 113278.00 HMA BASE C25.0 mm, MAINLINE | | | 0029 405-05517 0.200 Mg | 1000.00000 200.00| 1579.16000 315.83| 1500.00000 300.00 ASPHALT FOR PRIME COAT | | | 0030 406-05520 18.000 Mg | 250.00000 4500.00| 203.18000 3657.24| 188.00000 3384.00 ASPHALT FOR TACK COAT | | | 0031 506-06333 28.000 m2 | 146.12000 4091.36| 217.63000 6093.64| 51.00000 1428.00 PCCP PATCHING, FULL DEPTH | | | 0032 603-06045 52.600 m | 62.38000 3281.19| 82.62000 4345.81| 62.00000 3261.20 FENCE, CHAIN LINK, 1220 mm | | | 0033 604-06069 372.000 m2 | 55.19000 20530.68| 38.84000 14448.48| 35.00000 13020.00 CURB RAMP, CONCRETE | | | 0034 604-06070 1809.000 m2 | 36.47000 65974.23| 40.42000 73119.78| 32.00000 57888.00 SIDEWALK, CONCRETE | | | 0035 605-06120 32.000 m | 71.10000 2275.20| 132.84000 4250.88| 75.00000 2400.00 CURB, CONCRETE | | | 0036 605-06155 2456.000 m | 40.98000 100646.88| 42.73000 104944.88| 48.00000 117888.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0037 605-97937 129.000 m | 54.23000 6995.67| 77.07000 9942.03| 44.00000 5676.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0038 610-05527 2516.000 Mg | 61.58000 154935.28| 54.25000 136493.00| 49.00000 123284.00 HMA FOR APPROACHES | | | 0039 611-05330 2026.800 m2 | 49.02000 99353.74| 56.49000 114493.93| 35.00000 70938.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1136349 |(9) 35-1057871 |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 615-06505 15.000 EACH| 476.32000 7144.80| 477.12000 7156.80| 480.00000 7200.00 MONUMENT, B | | | 0041 616-02320 33.800 m2 | 3.30000 111.54| 15.36000 519.17| 5.00000 169.00 GEOTEXTILES | | | 0042 616-06405 14.400 Mg | 39.59000 570.10| 43.56000 627.26| 30.00000 432.00 RIPRAP, REVETMENT | | | 0043 621-06567 231.000 kL | 1.03000 237.93| 1.16000 267.96| 1.00000 231.00 WATER | | | 0044 621-06575 12814.000 m2 | 2.94000 37673.16| 3.32000 42542.48| 3.00000 38442.00 SODDING, NURSERY | | | 0045 714-05562 83.000 m2 | 291.81000 24220.23| 401.48000 33322.84| 363.00000 30129.00 RETAINING WALL , MODULAR, BLOCK | | | 0046 715-03025 11.000 EACH| 2501.17000 27512.87| 4007.83000 44086.13| 2500.00000 27500.00 SANITARY MANHOLE | | | 0047 715-05024 486.200 m | 232.20000 112895.64| 292.39000 142160.02| 322.00000 156556.40 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0048 715-05048 3100.000 m | 8.04000 24924.00| 9.08000 28148.00| 9.00000 27900.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0049 715-05149 864.300 m | 114.47000 98936.42| 72.21000 62411.10| 246.00000 212617.80 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0050 715-05151 644.100 m | 116.73000 75185.79| 112.99000 72776.86| 254.00000 163601.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0051 715-05154 382.500 m | 154.54000 59111.55| 133.51000 51067.58| 285.00000 109012.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-05408 771.400 m | 206.89000 159594.95| 124.74000 96224.44| 210.00000 161994.00 PIPE, SANITARY SEWER, 200 mm | | | 0053 715-05411 59.600 m | 679.02000 40469.59| 128.12000 7635.95| 220.00000 13112.00 PIPE, SANITARY SEWER, 300 mm | | | 0054 715-05428 12.800 m | 315.33000 4036.22| 516.37000 6609.54| 100.00000 1280.00 PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0055 715-05711 517.000 m | 208.01000 107541.17| 123.95000 64082.15| 116.00000 59972.00 PIPE, SANITARY SEWER, 150 mm , LATERAL | | | 0056 715-46000 2.000 EACH| 294.76000 589.52| 413.82000 827.64| 200.00000 400.00 PIPE END SECTION, 300 mm | | | 0057 715-46005 3.000 EACH| 312.56000 937.68| 444.42000 1333.26| 275.00000 825.00 PIPE END SECTION, 375 mm | | | 0058 715-46020 1.000 EACH| 377.79000 377.79| 612.11000 612.11| 350.00000 350.00 PIPE END SECTION, 600 mm | | | 0059 715-46040 2.000 EACH| 605.50000 1211.00| 1083.65000 2167.30| 570.00000 1140.00 PIPE END SECTION, 900 mm | | | 0060 718-06532 1000.000 m | 3.35000 3350.00| 3.78000 3780.00| 4.00000 4000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1136349 |(9) 35-1057871 |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 718-52610 608.000 m3 | 34.28000 20842.24| 38.69000 23523.52| 28.00000 17024.00 AGGREGATE FOR UNDERDRAINS | | | 0062 720-44000 9.000 EACH| 414.86000 3733.74| 255.44000 2298.96| 500.00000 4500.00 CASTING, ADJUST TO GRADE | | | 0063 720-44296 1.000 EACH| 364.27000 364.27| 262.53000 262.53| 800.00000 800.00 CAP INLET | | | 0064 720-45025 2.000 EACH| 1040.45000 2080.90| 1557.93000 3115.86| 1030.00000 2060.00 INLET, D6 | | | 0065 720-45045 46.000 EACH| 1176.92000 54138.32| 1222.73000 56245.58| 1000.00000 46000.00 INLET, J10 | | | 0066 720-45055 12.000 EACH| 1188.78000 14265.36| 1250.93000 15011.16| 1100.00000 13200.00 INLET, M10 | | | 0067 720-45240 3.000 EACH| 1528.27000 4584.81| 2591.54000 7774.62| 1590.00000 4770.00 CATCH BASIN, J10 | | | 0068 720-45260 13.000 EACH| 517.50000 6727.50| 527.62000 6859.06| 800.00000 10400.00 PIPE CATCH BASIN, 300 mm | | | 0069 720-45410 27.000 EACH| 1375.29000 37132.83| 2051.83000 55399.41| 1500.00000 40500.00 MANHOLE, C4 | | | 0070 720-45605 0.800 m | 1271.56000 1017.25| 556.40000 445.12| 300.00000 240.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0071 720-94602 1.000 EACH| 5242.15000 5242.15| 7612.74000 7612.74| 4150.00000 4150.00 MANHOLE, K4, DROP | | | 0072 720-95422 18.000 EACH| 2274.28000 40937.04| 3481.97000 62675.46| 2385.00000 42930.00 MANHOLE, J4 | | | 0073 720-98174 2.000 EACH| 1558.82000 3117.64| 1886.90000 3773.80| 1430.00000 2860.00 INLET, B15 | | | 0074 720-98555 2.000 EACH| 1558.82000 3117.64| 1927.63000 3855.26| 1430.00000 2860.00 INLET, C15 | | | 0075 720-98625 3.000 EACH| 2665.66000 7996.98| 4898.42000 14695.26| 3228.00000 9684.00 MANHOLE, C4, DROP | | | 0076 723-06927 27.400 m | 3953.28000 108319.87| 5321.09000 145797.87| 5000.00000 137000.00 STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | | x 3400 mm | | | 0077 801-04308 58.000 EACH| 51.55000 2989.90| 139.65000 8099.70| 53.00000 3074.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06605 12.000 EACH| 51.55000 618.60| 81.46000 977.52| 53.00000 636.00 BARRICADE, IIIA | | | 0079 801-06606 88.000 EACH| 51.55000 4536.40| 93.10000 8192.80| 53.00000 4664.00 BARRICADE, IIIB | | | 0080 801-06625 20.000 EACH| 92.79000 1855.80| 110.55000 2211.00| 77.00000 1540.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1136349 |(9) 35-1057871 |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-06640 2.000 EACH| 329.92000 659.84| 186.19000 372.38| 530.00000 1060.00 CONSTRUCTION SIGN, A | | | 0082 801-06775 LUMP| 49841.64000 49841.64| 63357.79000 63357.79| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0083 802-05701 236.900 m | 20.62000 4884.88| 23.27000 5512.66| 41.00000 9712.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-76025 34.230 m2 | 154.65000 5293.67| 174.56000 5975.19| 160.00000 5476.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0085 802-76045 3.080 m2 | 180.43000 555.72| 203.65000 627.24| 180.00000 554.40 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0086 805-01816 4.000 EACH| 824.80000 3299.20| 930.97000 3723.88| 1700.00000 6800.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0087 805-01842 4.000 EACH| 773.25000 3093.00| 872.79000 3491.16| 800.00000 3200.00 HANDHOLE, SIGNAL | | | 0089 805-04757 4.000 EACH| 1031.00000 4124.00| 1163.71000 4654.84| 1200.00000 4800.00 SIGNAL POLE, ORNAMENTAL, INSTALL | | | 0091 805-06592 187.000 m | 30.93000 5783.91| 34.91000 6528.17| 50.00000 9350.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0092 805-78100 1.000 EACH| 10310.00000 10310.00| 11637.14000 11637.14| 7770.00000 7770.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0093 805-78205 5.000 EACH| 412.40000 2062.00| 465.49000 2327.45| 400.00000 2000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0094 805-78230 3.000 EACH| 618.60000 1855.80| 698.23000 2094.69| 650.00000 1950.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0095 805-78445 1.000 EACH| 515.50000 515.50| 581.86000 581.86| 350.00000 350.00 SIGNAL SERVICE | | | 0096 805-78467 50.000 m | 6.19000 309.50| 6.98000 349.00| 7.00000 350.00 SIGNAL CABLE, 3C 8GA. | | | 0097 805-78480 204.000 m | 0.32000 65.28| 0.36000 73.44| 4.00000 816.00 SIGNAL CABLE, 3C 14GA. | | | 0098 805-78485 51.000 m | 4.12000 210.12| 4.65000 237.15| 8.00000 408.00 SIGNAL CABLE, 5C 14GA. | | | 0099 805-78490 187.000 m | 4.54000 848.98| 5.12000 957.44| 8.00000 1496.00 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 111 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,717,420.27 ROUTE : SR 334 CALL ORDER : 111 CONTRACT ID : R -25317-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1136349 |(9) 35-1057871 |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 805-78925 1.000 EACH| 618.60000 618.60| 698.23000 698.23| 1000.00000 1000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0101 808-06703 414.000 m | 1.01000 418.14| 1.14000 471.96| 1.10000 455.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0102 808-06703 26.000 m | 1.01000 26.26| 1.14000 29.64| 3.20000 83.20 LINE, THERMOPLASTIC, SOLID, WHITE, | | | 100mm , FOR PARKING LIMIT | | | 0103 808-75245 3467.000 m | 1.01000 3501.67| 1.14000 3952.38| 1.00000 3467.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0104 808-75297 145.800 m | 9.64000 1405.51| 10.88000 1586.30| 11.00000 1603.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0105 808-75300 400.600 m | 1.52000 608.91| 1.71000 685.03| 2.00000 801.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0106 808-75320 8.000 EACH| 43.30000 346.40| 48.88000 391.04| 55.00000 440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0107 808-75325 7.000 EACH| 55.67000 389.69| 62.84000 439.88| 65.00000 455.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0108 805-02202 4.000 EACH| 670.15000 2680.60| 756.41000 3025.64| 940.00000 3760.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0109 805-78510 167.000 m | 4.12000 688.04| 4.65000 776.55| 6.00000 1002.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0110 805-02328 262.000 m | 0.52000 136.24| 0.58000 151.96| 0.50000 131.00 SIGNAL CABLE, 1C 14GA. | | | 0111 714-03437 95.100 m2 | 653.97000 62192.55| 663.06000 63057.01| 650.00000 61815.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0112 202-03000 LUMP| 15311.53000 15311.53| 11637.14000 11637.14| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 88 | | | SECTION TOTALS | $ 3,187,988.29| $ 3,284,067.70| $ 3,422,002.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,187,988.29| $ 3,284,067.70| $ 3,422,002.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 466700C 4667008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORP. $ 1,188,296.96 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,196,700.00 100.7071% 3 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 1,212,459.40 102.0333% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,252,833.24 105.4309% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 1,440,239.82 121.2020% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0918397 |(3) 38-1894432 |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1250.00000 15000.00| 1900.00000 22800.00| 1500.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 38700.00000 38700.00| 39000.00000 39000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15860.00000 15860.00| 55683.74000 55683.74| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 83965.00000 83965.00| 50000.00000 50000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 179.000 m2 | 11.40000 2040.60| 12.00000 2148.00| 15.00000 2685.00 PAVEMENT, REMOVE | | | 0006 202-02286 1.000 EACH| 7785.00000 7785.00| 10000.00000 10000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 339.000 m2 | 11.20000 3796.80| 10.00000 3390.00| 20.00000 6780.00 SURFACE MILLING, ASPHALT | | | 0008 202-96133 106.100 m | 18.00000 1909.80| 30.00000 3183.00| 70.00000 7427.00 PIPE, REMOVE | | | 0009 203-02000 17371.000 m3 | 11.40000 198029.40| 10.90000 189343.90| 10.00000 173710.00 EXCAVATION, COMMON | | | 0010 205-02224 3127.000 m | 4.82000 15072.14| 4.90000 15322.30| 5.00000 15635.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02234 9.000 EACH| 41.20000 370.80| 42.00000 378.00| 40.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 2.000 EACH| 41.20000 82.40| 42.00000 84.00| 40.00000 80.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0918397 |(3) 38-1894432 |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 207-02045 1875.000 m3 | 20.81000 39018.75| 8.00000 15000.00| 30.00000 56250.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 349.500 m3 | 23.35000 8160.83| 42.00000 14679.00| 25.00000 8737.50 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 4936.100 Mg | 12.05000 59480.01| 16.00000 78977.60| 12.00000 59233.20 COMPACTED AGGREGATE, O, 53 | | | 0016 303-52309 259.000 Mg | 17.30000 4480.70| 16.00000 4144.00| 25.00000 6475.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 303-98541 411.500 Mg | 19.85000 8168.28| 20.00000 8230.00| 22.00000 9053.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0018 401-05437 3913.000 Mg | 38.85000 152020.05| 40.00000 156520.00| 40.00000 156520.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0019 401-05455 2357.000 Mg | 39.60000 93337.20| 41.00000 96637.00| 40.00000 94280.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0020 401-05456 1067.000 Mg | 52.40000 55910.80| 53.00000 56551.00| 55.00000 58685.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 401-06264 LUMP| 1280.00000 1280.00| 2500.00000 2500.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0022 402-05481 1453.700 Mg | 35.80000 52042.46| 41.00000 59601.70| 37.00000 53786.90 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05508 9.650 Mg | 325.00000 3136.25| 200.00000 1930.00| 340.00000 3281.00 ASPHALT FOR SEAL COAT | | | 0024 404-05509 56.570 Mg | 67.45000 3815.65| 120.00000 6788.40| 70.00000 3959.90 COVER AGGREGATE, SEAL COAT | | | 0025 405-05517 29.690 Mg | 410.00000 12172.90| 300.00000 8907.00| 420.00000 12469.80 ASPHALT FOR PRIME COAT | | | 0026 406-05520 11.150 Mg | 232.40000 2591.26| 200.00000 2230.00| 250.00000 2787.50 ASPHALT FOR TACK COAT | | | 0027 603-06040 692.000 m | 11.98000 8290.16| 19.00000 13148.00| 12.00000 8304.00 FENCE, FARM FIELD, 1190 mm | | | 0028 603-91341 1.000 EACH| 980.00000 980.00| 1000.00000 1000.00| 1000.00000 1000.00 FENCE GATE, FARM FIELD, 1190 mm X 8.5 m | | | 0029 604-90256 6.100 m2 | 394.00000 2403.40| 100.00000 610.00| 100.00000 610.00 SIDEWALK, CONCRETE, 150 mm | | | 0030 610-05527 411.500 Mg | 96.40000 39668.60| 77.00000 31685.50| 100.00000 41150.00 HMA FOR APPROACHES | | | 0031 611-06497 14.000 EACH| 134.00000 1876.00| 115.50000 1617.00| 140.00000 1960.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 1.000 EACH| 175.00000 175.00| 173.25000 173.25| 180.00000 180.00 MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06490 41.000 EACH| 124.00000 5084.00| 110.25000 4520.25| 125.00000 5125.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0918397 |(3) 38-1894432 |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-02320 740.000 m2 | 3.23000 2390.20| 2.10000 1554.00| 2.00000 1480.00 GEOTEXTILES | | | 0035 616-05688 90.000 Mg | 37.51000 3375.90| 68.00000 6120.00| 33.00000 2970.00 RIPRAP, CLASS 1 | | | 0036 616-06451 680.400 Mg | 24.00000 16329.60| 28.00000 19051.20| 27.00000 18370.80 RIPRAP, UNIFORM | | | 0037 621-01004 3.000 EACH| 391.00000 1173.00| 400.00000 1200.00| 400.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 2.100 Mg | 736.45000 1546.55| 750.00000 1575.00| 750.00000 1575.00 FERTILIZER | | | 0039 621-06554 395.000 kg | 8.86000 3499.70| 9.00000 3555.00| 9.00000 3555.00 SEED MIXTURE, U | | | 0040 621-06565 10.700 Mg | 561.35000 6006.45| 572.00000 6120.40| 575.00000 6152.50 MULCHING MATERIAL | | | 0041 621-06574 1020.000 m2 | 3.50000 3570.00| 3.55000 3621.00| 3.75000 3825.00 SODDING | | | 0042 715-05048 2359.000 m | 6.80000 16041.20| 9.00000 21231.00| 7.00000 16513.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 276.000 m | 35.18000 9709.68| 35.00000 9660.00| 30.00000 8280.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05123 22.300 m | 111.30000 2481.99| 115.00000 2564.50| 130.00000 2899.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0045 715-05138 47.500 m | 973.65000 46248.38| 740.00000 35150.00| 700.00000 33250.00 PIPE, TYPE 1, CIRCULAR, 1950 mm | | | 0046 715-05151 4.000 m | 156.20000 624.80| 180.00000 720.00| 160.00000 640.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05152 37.600 m | 97.34000 3659.98| 93.00000 3496.80| 120.00000 4512.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0048 715-05154 85.500 m | 97.25000 8314.88| 120.00000 10260.00| 120.00000 10260.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0049 715-05169 101.000 m | 77.80000 7857.80| 56.00000 5656.00| 110.00000 11110.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0050 715-05203 522.000 m | 8.65000 4515.30| 8.50000 4437.00| 6.00000 3132.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0051 715-06358 2.000 EACH| 1413.60000 2827.20| 1100.00000 2200.00| 2700.00000 5400.00 CONCRETE ANCHOR, 1950 mm | | | 0052 715-46005 16.000 EACH| 423.50000 6776.00| 265.00000 4240.00| 800.00000 12800.00 PIPE END SECTION, 375 mm | | | 0053 715-96389 1.000 EACH| 595.00000 595.00| 840.00000 840.00| 1000.00000 1000.00 PIPE END SECTION, PRECAST CONCRETE, 600 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0918397 |(3) 38-1894432 |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-97687 2.000 EACH| 5668.00000 11336.00| 5600.00000 11200.00| 4000.00000 8000.00 GRATED BOX END SECTION, I, 4:1, 600 mm | | | 0055 718-06528 13.000 EACH| 590.00000 7670.00| 650.00000 8450.00| 700.00000 9100.00 OUTLET PROTECTOR, 1 | | | 0056 718-06529 9.000 EACH| 583.00000 5247.00| 600.00000 5400.00| 530.00000 4770.00 OUTLET PROTECTOR, 2 | | | 0057 718-06531 1.000 EACH| 583.00000 583.00| 500.00000 500.00| 330.00000 330.00 OUTLET PROTECTOR, 3 | | | 0058 718-06532 1000.000 m | 3.10000 3100.00| 3.40000 3400.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0059 718-52610 543.000 m3 | 26.20000 14226.60| 37.00000 20091.00| 32.00000 17376.00 AGGREGATE FOR UNDERDRAINS | | | 0060 718-99153 5186.000 m2 | 1.24000 6430.64| 2.10000 10890.60| 2.00000 10372.00 GEOTEXTILES FOR UNDERDRAIN | | | 0061 720-45069 2.000 EACH| 1777.00000 3554.00| 1600.00000 3200.00| 1300.00000 2600.00 INLET, P12 | | | 0062 720-45410 3.000 EACH| 2075.00000 6225.00| 2500.00000 7500.00| 1600.00000 4800.00 MANHOLE, C4 | | | 0063 801-04308 6.000 EACH| 262.65000 1575.90| 267.75000 1606.50| 600.00000 3600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 6.000 EACH| 118.45000 710.70| 120.75000 724.50| 175.00000 1050.00 BARRICADE, IIIA | | | 0065 801-06625 17.000 EACH| 97.85000 1663.45| 99.75000 1695.75| 120.00000 2040.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 22.000 EACH| 108.15000 2379.30| 110.25000 2425.50| 200.00000 4400.00 CONSTRUCTION SIGN, A | | | 0067 801-06775 LUMP| 30000.00000 30000.00| 10000.00000 10000.00| 11500.00000 11500.00 MAINTAINING TRAFFIC | | | 0068 802-05701 17.300 m | 53.56000 926.59| 54.60000 944.58| 40.00000 692.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76035 3.141 m2 | 231.75000 727.93| 236.00000 741.28| 100.00000 314.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 802-90623 4.000 EACH| 108.15000 432.60| 110.00000 440.00| 16.00000 64.00 SIGN BRACKET FOR STREET NAME | | | 0072 802-91122 7.000 EACH| 154.50000 1081.50| 157.00000 1099.00| 42.00000 294.00 SIGN, GROUND MOUNTED, RESET | | | 0073 804-76350 1.000 EACH| 18.54000 18.54| 19.00000 19.00| 52.00000 52.00 DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0074 808-06703 338.000 m | 1.02000 344.76| 1.03000 348.14| 1.30000 439.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0918397 |(3) 38-1894432 |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 808-06713 3223.000 m | 0.21000 676.83| 0.21000 676.83| 0.40000 1289.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-75240 312.000 m | 1.05000 327.60| 1.05000 327.60| 2.50000 780.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 690.000 m | 1.02000 703.80| 1.03000 710.70| 1.30000 897.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75297 18.000 m | 9.80000 176.40| 10.00000 180.00| 12.00000 216.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0079 808-75320 4.000 EACH| 45.32000 181.28| 46.20000 184.80| 60.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0080 808-75325 4.000 EACH| 57.68000 230.72| 58.80000 235.20| 77.00000 308.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0081 808-75996 118.000 EACH| 4.18000 493.24| 5.00000 590.00| 11.00000 1298.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 107.000 EACH| 24.72000 2645.04| 25.20000 2696.40| 32.00000 3424.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0083 802-07125 0.420 m2 | 906.40000 380.69| 924.00000 388.08| 630.00000 264.60 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | SECTION TOTALS | $ 1,188,296.96| $ 1,196,700.00| $ 1,212,459.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,188,296.96| $ 1,196,700.00| $ 1,212,459.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0999231 | |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 2051.96000 24623.52| 1350.81000 16209.72| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 39156.72000 39156.72| 40920.00000 40920.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 56400.00000 56400.00| 71445.27000 71445.27| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 64220.84000 64220.84| 22203.00000 22203.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 179.000 m2 | 4.56000 816.24| 20.52000 3673.08| PAVEMENT, REMOVE | | | 0006 202-02286 1.000 EACH| 7697.65000 7697.65| 4593.95000 4593.95| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 339.000 m2 | 15.14000 5132.46| 10.73000 3637.47| SURFACE MILLING, ASPHALT | | | 0008 202-96133 106.100 m | 38.95000 4132.60| 16.70000 1771.87| PIPE, REMOVE | | | 0009 203-02000 17371.000 m3 | 11.60000 201503.60| 20.08000 348809.68| EXCAVATION, COMMON | | | 0010 205-02224 3127.000 m | 6.17000 19293.59| 4.88000 15259.76| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02234 9.000 EACH| 42.10000 378.90| 42.00000 378.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 2.000 EACH| 42.11000 84.22| 42.00000 84.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 207-02045 1875.000 m3 | 11.05000 20718.75| 21.00000 39375.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 349.500 m3 | 21.59000 7545.71| 24.52000 8569.74| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 4936.100 Mg | 14.19000 70043.26| 22.29000 110025.67| COMPACTED AGGREGATE, O, 53 | | | 0016 303-52309 259.000 Mg | 25.08000 6495.72| 23.21000 6011.39| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 303-98541 411.500 Mg | 45.14000 18575.11| 9.20000 3785.80| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0018 401-05437 3913.000 Mg | 39.69000 155306.97| 41.48000 162311.24| QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0999231 | |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-05455 2357.000 Mg | 40.45000 95340.65| 42.27000 99630.39| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0020 401-05456 1067.000 Mg | 53.56000 57148.52| 55.97000 59719.99| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 401-06264 LUMP| 1308.23000 1308.23| 1305.00000 1305.00| PROFILOGRAPH, HMA | | | 0022 402-05481 1453.700 Mg | 36.56000 53147.27| 39.94000 58060.78| HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05508 9.650 Mg | 332.13000 3205.05| 331.31000 3197.14| ASPHALT FOR SEAL COAT | | | 0024 404-05509 56.570 Mg | 68.92000 3898.80| 68.75000 3889.19| COVER AGGREGATE, SEAL COAT | | | 0025 405-05517 29.690 Mg | 417.64000 12399.73| 416.61000 12369.15| ASPHALT FOR PRIME COAT | | | 0026 406-05520 11.150 Mg | 237.47000 2647.79| 236.88000 2641.21| ASPHALT FOR TACK COAT | | | 0027 603-06040 692.000 m | 18.95000 13113.40| 12.08000 8359.36| FENCE, FARM FIELD, 1190 mm | | | 0028 603-91341 1.000 EACH| 821.03000 821.03| 997.50000 997.50| FENCE GATE, FARM FIELD, 1190 mm X 8.5 m | | | 0029 604-90256 6.100 m2 | 148.32000 904.75| 36.30000 221.43| SIDEWALK, CONCRETE, 150 mm | | | 0030 610-05527 411.500 Mg | 98.52000 40540.98| 102.96000 42368.04| HMA FOR APPROACHES | | | 0031 611-06497 14.000 EACH| 115.79000 1621.06| 136.50000 1911.00| MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 1.000 EACH| 173.68000 173.68| 178.50000 178.50| MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06490 41.000 EACH| 110.52000 4531.32| 126.00000 5166.00| RIGHT OF WAY MARKER | | | 0034 616-02320 740.000 m2 | 1.74000 1287.60| 3.54000 2619.60| GEOTEXTILES | | | 0035 616-05688 90.000 Mg | 41.74000 3756.60| 42.98000 3868.20| RIPRAP, CLASS 1 | | | 0036 616-06451 680.400 Mg | 21.07000 14336.03| 32.34000 22004.14| RIPRAP, UNIFORM | | | 0037 621-01004 3.000 EACH| 399.99000 1199.97| 399.00000 1197.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 2.100 Mg | 752.61000 1580.48| 750.75000 1576.58| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0999231 | |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06554 395.000 kg | 9.05000 3574.75| 9.03000 3566.85| SEED MIXTURE, U | | | 0040 621-06565 10.700 Mg | 573.67000 6138.27| 572.25000 6123.08| MULCHING MATERIAL | | | 0041 621-06574 1020.000 m2 | 4.19000 4273.80| 3.55000 3621.00| SODDING | | | 0042 715-05048 2359.000 m | 7.62000 17975.58| 8.24000 19438.16| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 276.000 m | 32.10000 8859.60| 34.65000 9563.40| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05123 22.300 m | 143.54000 3200.94| 89.25000 1990.28| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0045 715-05138 47.500 m | 956.18000 45418.55| 1142.35000 54261.63| PIPE, TYPE 1, CIRCULAR, 1950 mm | | | 0046 715-05151 4.000 m | 224.15000 896.60| 85.37000 341.48| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05152 37.600 m | 123.05000 4626.68| 127.72000 4802.27| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0048 715-05154 85.500 m | 146.69000 12542.00| 86.89000 7429.10| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0049 715-05169 101.000 m | 99.09000 10008.09| 76.79000 7755.79| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0050 715-05203 522.000 m | 6.47000 3377.34| 12.29000 6415.38| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0051 715-06358 2.000 EACH| 1473.42000 2946.84| 908.11000 1816.22| CONCRETE ANCHOR, 1950 mm | | | 0052 715-46005 16.000 EACH| 681.63000 10906.08| 548.13000 8770.08| PIPE END SECTION, 375 mm | | | 0053 715-96389 1.000 EACH| 1496.23000 1496.23| 677.79000 677.79| PIPE END SECTION, PRECAST CONCRETE, 600 | | | mm | | | 0054 715-97687 2.000 EACH| 2180.41000 4360.82| 5052.14000 10104.28| GRATED BOX END SECTION, I, 4:1, 600 mm | | | 0055 718-06528 13.000 EACH| 684.19000 8894.47| 504.00000 6552.00| OUTLET PROTECTOR, 1 | | | 0056 718-06529 9.000 EACH| 526.30000 4736.70| 472.50000 4252.50| OUTLET PROTECTOR, 2 | | | 0057 718-06531 1.000 EACH| 315.78000 315.78| 315.00000 315.00| OUTLET PROTECTOR, 3 | | | 0058 718-06532 1000.000 m | 3.42000 3420.00| 3.15000 3150.00| VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0999231 | |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 718-52610 543.000 m3 | 33.95000 18434.85| 35.68000 19374.24| AGGREGATE FOR UNDERDRAINS | | | 0060 718-99153 5186.000 m2 | 1.68000 8712.48| 1.90000 9853.40| GEOTEXTILES FOR UNDERDRAIN | | | 0061 720-45069 2.000 EACH| 2226.81000 4453.62| 2205.29000 4410.58| INLET, P12 | | | 0062 720-45410 3.000 EACH| 2395.36000 7186.08| 1530.65000 4591.95| MANHOLE, C4 | | | 0063 801-04308 6.000 EACH| 268.41000 1610.46| 267.75000 1606.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 6.000 EACH| 121.05000 726.30| 120.75000 724.50| BARRICADE, IIIA | | | 0065 801-06625 17.000 EACH| 100.00000 1700.00| 99.75000 1695.75| DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 22.000 EACH| 110.52000 2431.44| 110.25000 2425.50| CONSTRUCTION SIGN, A | | | 0067 801-06775 LUMP| 24886.28000 24886.28| 34045.00000 34045.00| MAINTAINING TRAFFIC | | | 0068 802-05701 17.300 m | 54.74000 947.00| 54.60000 944.58| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76035 3.141 m2 | 236.76000 743.66| 236.25000 742.06| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 802-90623 4.000 EACH| 110.52000 442.08| 110.25000 441.00| SIGN BRACKET FOR STREET NAME | | | 0072 802-91122 7.000 EACH| 157.89000 1105.23| 157.50000 1102.50| SIGN, GROUND MOUNTED, RESET | | | 0073 804-76350 1.000 EACH| 18.95000 18.95| 18.90000 18.90| DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0074 808-06703 338.000 m | 1.03000 348.14| 1.03000 348.14| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0075 808-06713 3223.000 m | 0.21000 676.83| 0.21000 676.83| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-75240 312.000 m | 1.05000 327.60| 1.05000 327.60| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 690.000 m | 1.03000 710.70| 1.03000 710.70| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75297 18.000 m | 10.00000 180.00| 9.98000 179.64| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,174,666.27 ROUTE : SR 240 CALL ORDER : 131 CONTRACT ID : R -25547-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0999231 | |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-75320 4.000 EACH| 46.32000 185.28| 46.20000 184.80| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0080 808-75325 4.000 EACH| 58.95000 235.80| 58.80000 235.20| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0081 808-75996 118.000 EACH| 5.26000 620.68| 10.38000 1224.84| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 107.000 EACH| 25.26000 2702.82| 25.20000 2696.40| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0083 802-07125 0.420 m2 | 926.29000 389.04| 924.00000 388.08| SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | SECTION TOTALS | $ 1,252,833.24| $ 1,440,239.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,252,833.24| $ 1,440,239.82| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 982,127.36 ROUTE : MERIDIAN STREET CALL ORDER : 141 CONTRACT ID : R -25718-A COUNTIES : MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/25/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9948051 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 783,678.48 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 838,410.09 106.9839% 3 35-1057871 SMOCK FANSLER CORPORATION $ 927,179.20 118.3111% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 1,013,330.01 129.3043% 5 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 1,187,695.50 151.5539% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1136349 |(3) 35-1057871 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RAILROAD DEPOT | | | 0001 105-06790 12.000 MOS | 1289.08000 15468.96| 1824.20000 21890.40| 1400.00000 16800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 23220.00000 23220.00| 25019.86000 25019.86| 24000.00000 24000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39180.00000 39180.00| 39000.00000 39000.00| 68000.00000 68000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25713.68000 25713.68| 15500.00000 15500.00| 14000.00000 14000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 574.000 m | 7.58000 4350.92| 7.22000 4144.28| 17.00000 9758.00 CURB, CONCRETE, REMOVE | | | 0006 202-52710 1947.000 m2 | 7.58000 14758.26| 7.89000 15361.83| 19.00000 36993.00 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 870.000 m2 | 7.74000 6733.80| 4.76000 4141.20| 9.00000 7830.00 SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 3240.00000 3240.00| 3491.14000 3491.14| 3300.00000 3300.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 548.000 m3 | 27.08000 14839.84| 44.93000 24621.64| 22.00000 12056.00 EXCAVATION, COMMON | | | 0010 203-95673 47.000 m3 | 25.75000 1210.25| 41.82000 1965.54| 70.00000 3290.00 BACKFILL, GRANULAR | | | 0011 205-02224 35.000 m | 12.37000 432.95| 13.32000 466.20| 12.00000 420.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02234 6.000 EACH| 54.00000 324.00| 58.19000 349.14| 55.00000 330.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 982,127.36 ROUTE : MERIDIAN STREET CALL ORDER : 141 CONTRACT ID : R -25718-A COUNTIES : MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1136349 |(3) 35-1057871 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02237 17.000 EACH| 54.00000 918.00| 58.19000 989.23| 55.00000 935.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 205-03663 LUMP| 25116.48000 25116.48| 27063.34000 27063.34| 26000.00000 26000.00 LANDSCAPING MATERIALS AND PLANTINGS | | | 0015 210-05815 7.000 EACH| 945.00000 6615.00| 1018.25000 7127.75| 960.00000 6720.00 LIGHTING ART SPOT | | | 0016 210-07017 LUMP| 12460.00000 12460.00| 10108.05000 10108.05| 24000.00000 24000.00 CONCRETE AND EARTHWORK AT ART PLATFORM | | | 0017 210-07017 LUMP| 12477.76000 12477.76| 4385.48000 4385.48| 8000.00000 8000.00 CONCRETE AND EARTHWORK AT BUST DISPLAY | | | 0018 211-02060 319.000 m3 | 25.75000 8214.25| 23.88000 7617.72| 28.00000 8932.00 B BORROW FOR STRUCTURE BACKFILL | | | 0019 305-05204 7.200 Mg | 324.00000 2332.80| 349.11000 2513.59| 330.00000 2376.00 HMA FOR PATCHING | | | 0020 402-05468 657.000 Mg | 41.04000 26963.28| 44.22000 29052.54| 41.00000 26937.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 144.000 Mg | 57.24000 8242.56| 61.68000 8881.92| 58.00000 8352.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 65.200 Mg | 83.16000 5422.03| 89.61000 5842.57| 84.00000 5476.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05495 30.000 Mg | 119.88000 3596.40| 129.17000 3875.10| 122.00000 3660.00 HMA WEDGE AND LEVEL | | | 0024 406-05520 1.000 Mg | 240.84000 240.84| 259.51000 259.51| 245.00000 245.00 ASPHALT FOR TACK COAT | | | 0025 604-01527 1196.000 m2 | 74.36000 88934.56| 87.34000 104458.64| 122.00000 145912.00 PAVERS, BRICK AND CONCRETE | | | 0026 604-04740 1024.000 m2 | 109.47000 112097.28| 116.09000 118876.16| 114.00000 116736.00 PAVERS , BRICK AND CONCRETE ON 100 mm | | | CONCRETE | | | 0027 604-06069 108.000 m2 | 43.05000 4649.40| 48.36000 5222.88| 48.00000 5184.00 CURB RAMP, CONCRETE | | | 0028 604-06844 81.000 m2 | 115.83000 9382.23| 124.80000 10108.80| 118.00000 9558.00 BRICK PAVEMENT FOR DRIVEWAYS | | | 0029 604-91531 714.000 m2 | 25.39000 18128.46| 47.45000 33879.30| 34.00000 24276.00 SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06125 79.000 m | 136.64000 10794.56| 71.33000 5635.07| 91.00000 7189.00 CURB, CONCRETE, MODIFIED | | | 0031 605-06145 410.000 m | 59.28000 24304.80| 83.21000 34116.10| 90.00000 36900.00 CURB AND GUTTER, B, CONCRETE | | | 0032 611-05330 104.000 m2 | 38.00000 3952.00| 79.22000 8238.88| 70.00000 7280.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 982,127.36 ROUTE : MERIDIAN STREET CALL ORDER : 141 CONTRACT ID : R -25718-A COUNTIES : MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1136349 |(3) 35-1057871 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-04917 LUMP| 13370.40000 13370.40| 3157.16000 3157.16| 24000.00000 24000.00 LIMESTONE COLUMN AND BRONZE SCULPTURE | | | SETTING | | | 0034 622-04648 13.000 EACH| 1217.00000 15821.00| 896.18000 11650.34| 890.00000 11570.00 TREE GRATE AND TREE GUARD | | | 0035 712-04131 LUMP| 27888.00000 27888.00| 16907.61000 16907.61| 8000.00000 8000.00 STRUCTURE AND GRANITE PAVERS | | | 0036 715-05149 126.000 m | 143.76000 18113.76| 88.03000 11091.78| 106.00000 13356.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0037 715-05151 22.000 m | 149.12000 3280.64| 81.95000 1802.90| 162.00000 3564.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0038 715-05152 33.000 m | 165.20000 5451.60| 89.95000 2968.35| 175.00000 5775.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0039 715-05154 116.000 m | 117.86000 13671.76| 126.64000 14690.24| 185.00000 21460.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0040 715-05422 4.000 m | 299.96000 1199.84| 205.07000 820.28| 550.00000 2200.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0041 715-44240 0.600 m3 | 482.20000 289.32| 377.24000 226.34| 700.00000 420.00 CONCRETE, A, STRUCTURES | | | 0042 720-44000 9.000 EACH| 368.40000 3315.60| 255.44000 2298.96| 500.00000 4500.00 CASTING, ADJUST TO GRADE | | | 0043 720-44296 13.000 EACH| 238.20000 3096.60| 195.50000 2541.50| 650.00000 8450.00 CAP INLET | | | 0044 720-45045 5.000 EACH| 981.68000 4908.40| 1165.34000 5826.70| 1580.00000 7900.00 INLET, J10 | | | 0045 720-45055 7.000 EACH| 1008.68000 7060.76| 1180.97000 8266.79| 1580.00000 11060.00 INLET, M10 | | | 0046 720-45410 7.000 EACH| 1427.20000 9990.40| 2032.68000 14228.76| 2000.00000 14000.00 MANHOLE, C4 | | | 0047 720-98174 3.000 EACH| 1491.80000 4475.40| 1656.11000 4968.33| 1700.00000 5100.00 INLET, B15 | | | 0048 720-98555 2.000 EACH| 1617.16000 3234.32| 1660.24000 3320.48| 1700.00000 3400.00 INLET, C15 | | | 0049 732-02185 6.500 m | 42.31000 275.02| 82.07000 533.46| 65.00000 422.50 WATER SERVICE LINE, 37.5 mm | | | 0050 732-03053 1.000 EACH| 2357.80000 2357.80| 1863.69000 1863.69| 5000.00000 5000.00 METER PIT ASSEMBLY, WATER | | | 0051 732-03203 126.700 m | 25.52000 3233.38| 26.09000 3305.60| 36.00000 4561.20 WATER SERVICE PIPE, 18.75 mm | | | 0052 732-05560 9.500 m | 85.64000 813.58| 41.18000 391.21| 75.00000 712.50 SERVICE LINE , GAS, 18.75 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 982,127.36 ROUTE : MERIDIAN STREET CALL ORDER : 141 CONTRACT ID : R -25718-A COUNTIES : MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1136349 |(3) 35-1057871 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 732-96629 80.000 m | 23.03000 1842.40| 30.19000 2415.20| 50.00000 4000.00 WATER LINE, 25 mm | | | 0054 801-01428 28.800 m | 21.25000 612.00| 22.90000 659.52| 60.00000 1728.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0055 801-06606 8.000 EACH| 129.60000 1036.80| 139.65000 1117.20| 200.00000 1600.00 BARRICADE, IIIB | | | 0056 801-06640 8.000 EACH| 118.80000 950.40| 192.01000 1536.08| 150.00000 1200.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 6.000 EACH| 43.20000 259.20| 46.55000 279.30| 33.00000 198.00 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 14512.12000 14512.12| 45474.28000 45474.28| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0060 802-76025 8.000 m2 | 216.00000 1728.00| 232.74000 1861.92| 220.00000 1760.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0061 805-02087 LUMP| 378.00000 378.00| 407.30000 407.30| 400.00000 400.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0062 805-04982 1040.000 m | 4.32000 4492.80| 4.65000 4836.00| 4.50000 4680.00 CABLE , INTERCONNECT, 22 GA., 6 PAIR | | | TWISTED | | | 0063 805-06592 151.000 m | 25.92000 3913.92| 27.93000 4217.43| 26.00000 3926.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0064 805-06595 548.000 m | 15.12000 8285.76| 16.29000 8926.92| 15.00000 8220.00 CONDUIT, PVC, 50 mm | | | 0065 807-02191 16.000 EACH| 702.00000 11232.00| 756.41000 12102.56| 700.00000 11200.00 HANDHOLE, LIGHTING | | | 0066 807-04654 9.000 EACH| 2160.00000 19440.00| 2327.43000 20946.87| 2200.00000 19800.00 LIGHT POLE | | | 0067 807-04866 9.000 EACH| 1080.00000 9720.00| 1163.71000 10473.39| 1100.00000 9900.00 LUMINAIRE , STREET LIGHT | | | 0068 807-06796 13.000 EACH| 1080.00000 14040.00| 1163.71000 15128.23| 1100.00000 14300.00 ELECTRIC OUTLETS AT TREE GRATES | | | 0069 808-75297 28.800 m | 11.34000 326.59| 12.22000 351.94| 50.00000 1440.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0070 732-03942 11.000 EACH| 914.20000 10056.20| 687.17000 7558.87| 500.00000 5500.00 HYDRANT , FREEZE PROOF SILL COCK | | | 0071 802-05701 59.400 m | 32.40000 1924.56| 34.91000 2073.65| 33.00000 1960.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 982,127.36 ROUTE : MERIDIAN STREET CALL ORDER : 141 CONTRACT ID : R -25718-A COUNTIES : MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1136349 |(3) 35-1057871 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-03290 2.000 EACH| 140.40000 280.80| 151.28000 302.56| 220.00000 440.00 CONSTRUCTION SIGN, C | | | 0073 801-04308 4.000 EACH| 378.00000 1512.00| 407.30000 1629.20| 260.00000 1040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 807-03970 9.000 EACH| 108.00000 972.00| 116.37000 1047.33| 110.00000 990.00 LIGHT POLE BASE | | | SECTION TOTALS | $ 783,678.48| $ 838,410.09| $ 927,179.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 783,678.48| $ 838,410.09| $ 927,179.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 982,127.36 ROUTE : MERIDIAN STREET CALL ORDER : 141 CONTRACT ID : R -25718-A COUNTIES : MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 38-1894432 | |HUNT PAVING COMPANY, INC. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RAILROAD DEPOT | | | 0001 105-06790 12.000 MOS | 1943.69000 23324.28| 1000.00000 12000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 26118.40000 26118.40| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55644.53000 55644.53| 150000.00000 150000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14822.95000 14822.95| 50000.00000 50000.00| CLEARING RIGHT OF WAY | | | 0005 202-02278 574.000 m | 26.42000 15165.08| 10.00000 5740.00| CURB, CONCRETE, REMOVE | | | 0006 202-52710 1947.000 m2 | 16.00000 31152.00| 3.00000 5841.00| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 870.000 m2 | 7.44000 6472.80| 7.00000 6090.00| SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 3644.43000 3644.43| 10000.00000 10000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 548.000 m3 | 49.51000 27131.48| 15.00000 8220.00| EXCAVATION, COMMON | | | 0010 203-95673 47.000 m3 | 19.67000 924.49| 60.00000 2820.00| BACKFILL, GRANULAR | | | 0011 205-02224 35.000 m | 13.91000 486.85| 15.00000 525.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02234 6.000 EACH| 60.74000 364.44| 60.00000 360.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02237 17.000 EACH| 60.74000 1032.58| 60.00000 1020.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 205-03663 LUMP| 28251.61000 28251.61| 30000.00000 30000.00| LANDSCAPING MATERIALS AND PLANTINGS | | | 0015 210-05815 7.000 EACH| 1062.96000 7440.72| 1000.00000 7000.00| LIGHTING ART SPOT | | | 0016 210-07017 LUMP| 14594.42000 14594.42| 25000.00000 25000.00| CONCRETE AND EARTHWORK AT ART PLATFORM | | | 0017 210-07017 LUMP| 9294.41000 9294.41| 5000.00000 5000.00| CONCRETE AND EARTHWORK AT BUST DISPLAY | | | 0018 211-02060 319.000 m3 | 59.78000 19069.82| 50.00000 15950.00| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 982,127.36 ROUTE : MERIDIAN STREET CALL ORDER : 141 CONTRACT ID : R -25718-A COUNTIES : MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 38-1894432 | |HUNT PAVING COMPANY, INC. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 305-05204 7.200 Mg | 364.44000 2623.97| 700.00000 5040.00| HMA FOR PATCHING | | | 0020 402-05468 657.000 Mg | 46.16000 30327.12| 40.00000 26280.00| HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 144.000 Mg | 64.38000 9270.72| 60.00000 8640.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 65.200 Mg | 93.54000 6098.81| 90.00000 5868.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05495 30.000 Mg | 134.84000 4045.20| 125.00000 3750.00| HMA WEDGE AND LEVEL | | | 0024 406-05520 1.000 Mg | 270.90000 270.90| 250.00000 250.00| ASPHALT FOR TACK COAT | | | 0025 604-01527 1196.000 m2 | 83.64000 100033.44| 100.00000 119600.00| PAVERS, BRICK AND CONCRETE | | | 0026 604-04740 1024.000 m2 | 117.91000 120739.84| 140.00000 143360.00| PAVERS , BRICK AND CONCRETE ON 100 mm | | | CONCRETE | | | 0027 604-06069 108.000 m2 | 89.31000 9645.48| 110.00000 11880.00| CURB RAMP, CONCRETE | | | 0028 604-06844 81.000 m2 | 956.01000 77436.81| 130.00000 10530.00| BRICK PAVEMENT FOR DRIVEWAYS | | | 0029 604-91531 714.000 m2 | 47.38000 33829.32| 50.00000 35700.00| SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06125 79.000 m | 100.43000 7933.97| 50.00000 3950.00| CURB, CONCRETE, MODIFIED | | | 0031 605-06145 410.000 m | 76.86000 31512.60| 50.00000 20500.00| CURB AND GUTTER, B, CONCRETE | | | 0032 611-05330 104.000 m2 | 67.54000 7024.16| 80.00000 8320.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 616-04917 LUMP| 2435.90000 2435.90| 15000.00000 15000.00| LIMESTONE COLUMN AND BRONZE SCULPTURE | | | SETTING | | | 0034 622-04648 13.000 EACH| 1246.12000 16199.56| 2000.00000 26000.00| TREE GRATE AND TREE GUARD | | | 0035 712-04131 LUMP| 7423.86000 7423.86| 40000.00000 40000.00| STRUCTURE AND GRANITE PAVERS | | | 0036 715-05149 126.000 m | 104.81000 13206.06| 125.00000 15750.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0037 715-05151 22.000 m | 154.86000 3406.92| 100.00000 2200.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 982,127.36 ROUTE : MERIDIAN STREET CALL ORDER : 141 CONTRACT ID : R -25718-A COUNTIES : MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 38-1894432 | |HUNT PAVING COMPANY, INC. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-05152 33.000 m | 155.78000 5140.74| 140.00000 4620.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0039 715-05154 116.000 m | 195.50000 22678.00| 160.00000 18560.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0040 715-05422 4.000 m | 776.68000 3106.72| 300.00000 1200.00| PIPE, SLOTTED DRAIN, 300 mm | | | 0041 715-44240 0.600 m3 | 975.10000 585.06| 2000.00000 1200.00| CONCRETE, A, STRUCTURES | | | 0042 720-44000 9.000 EACH| 435.68000 3921.12| 1000.00000 9000.00| CASTING, ADJUST TO GRADE | | | 0043 720-44296 13.000 EACH| 311.20000 4045.60| 1000.00000 13000.00| CAP INLET | | | 0044 720-45045 5.000 EACH| 1120.33000 5601.65| 2000.00000 10000.00| INLET, J10 | | | 0045 720-45055 7.000 EACH| 1120.33000 7842.31| 2000.00000 14000.00| INLET, M10 | | | 0046 720-45410 7.000 EACH| 1414.10000 9898.70| 2000.00000 14000.00| MANHOLE, C4 | | | 0047 720-98174 3.000 EACH| 1551.03000 4653.09| 3000.00000 9000.00| INLET, B15 | | | 0048 720-98555 2.000 EACH| 1414.10000 2828.20| 3000.00000 6000.00| INLET, C15 | | | 0049 732-02185 6.500 m | 329.87000 2144.16| 300.00000 1950.00| WATER SERVICE LINE, 37.5 mm | | | 0050 732-03053 1.000 EACH| 2967.63000 2967.63| 5000.00000 5000.00| METER PIT ASSEMBLY, WATER | | | 0051 732-03203 126.700 m | 108.92000 13800.16| 75.00000 9502.50| WATER SERVICE PIPE, 18.75 mm | | | 0052 732-05560 9.500 m | 404.56000 3843.32| 200.00000 1900.00| SERVICE LINE , GAS, 18.75 mm | | | 0053 732-96629 80.000 m | 93.36000 7468.80| 60.00000 4800.00| WATER LINE, 25 mm | | | 0054 801-01428 28.800 m | 23.91000 688.61| 30.00000 864.00| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0055 801-06606 8.000 EACH| 145.78000 1166.24| 300.00000 2400.00| BARRICADE, IIIB | | | 0056 801-06640 8.000 EACH| 133.63000 1069.04| 300.00000 2400.00| CONSTRUCTION SIGN, A | | | 0057 801-06645 6.000 EACH| 48.59000 291.54| 70.00000 420.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 982,127.36 ROUTE : MERIDIAN STREET CALL ORDER : 141 CONTRACT ID : R -25718-A COUNTIES : MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 38-1894432 | |HUNT PAVING COMPANY, INC. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06775 LUMP| 42606.90000 42606.90| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0060 802-76025 8.000 m2 | 242.96000 1943.68| 200.00000 1600.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0061 805-02087 LUMP| 425.18000 425.18| 3000.00000 3000.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0062 805-04982 1040.000 m | 4.86000 5054.40| 6.00000 6240.00| CABLE , INTERCONNECT, 22 GA., 6 PAIR | | | TWISTED | | | 0063 805-06592 151.000 m | 29.16000 4403.16| 35.00000 5285.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0064 805-06595 548.000 m | 17.01000 9321.48| 60.00000 32880.00| CONDUIT, PVC, 50 mm | | | 0065 807-02191 16.000 EACH| 789.63000 12634.08| 600.00000 9600.00| HANDHOLE, LIGHTING | | | 0066 807-04654 9.000 EACH| 2429.62000 21866.58| 5000.00000 45000.00| LIGHT POLE | | | 0067 807-04866 9.000 EACH| 1214.81000 10933.29| 1000.00000 9000.00| LUMINAIRE , STREET LIGHT | | | 0068 807-06796 13.000 EACH| 1214.81000 15792.53| 500.00000 6500.00| ELECTRIC OUTLETS AT TREE GRATES | | | 0069 808-75297 28.800 m | 12.76000 367.49| 30.00000 864.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0070 732-03942 11.000 EACH| 878.84000 9667.24| 1250.00000 13750.00| HYDRANT , FREEZE PROOF SILL COCK | | | 0071 802-05701 59.400 m | 36.44000 2164.54| 40.00000 2376.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 801-03290 2.000 EACH| 242.96000 485.92| 400.00000 800.00| CONSTRUCTION SIGN, C | | | 0073 801-04308 4.000 EACH| 607.40000 2429.60| 600.00000 2400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0074 807-03970 9.000 EACH| 121.48000 1093.32| 600.00000 5400.00| LIGHT POLE BASE | | | SECTION TOTALS | $ 1,013,330.01| $ 1,187,695.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,013,330.01| $ 1,187,695.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,274.77 ROUTE : CALL ORDER : 151 CONTRACT ID : R -25736-B COUNTIES : CLARK LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9910019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 371,000.00 100.0000% ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 8.000 MOS | 1400.00000 11200.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 11361.65000 11361.65| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18550.00000 18550.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7320.00000 7320.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 1473.000 SYS | 3.10000 4566.30| | SURFACE MILLING, ASPHALT | | | 0006 202-74045 6.000 EACH| 30.00000 180.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 203-02000 618.000 CYS | 27.00000 16686.00| | EXCAVATION, COMMON | | | 0008 205-02224 191.000 LFT | 2.00000 382.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02237 7.000 EACH| 75.00000 525.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0010 211-02060 245.000 CYS | 23.00000 5635.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 72.000 TON | 20.00000 1440.00| | COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 48.000 TON | 75.00000 3600.00| | HMA FOR PATCHING | | | 0013 402-05468 723.000 TON | 35.00000 25305.00| | HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 233.000 TON | 38.00000 8854.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,274.77 ROUTE : CALL ORDER : 151 CONTRACT ID : R -25736-B COUNTIES : CLARK LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05477 328.000 TON | 38.00000 12464.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05495 223.000 TON | 38.00000 8474.00| | HMA WEDGE AND LEVEL | | | 0017 406-05520 2.330 TON | 200.00000 466.00| | ASPHALT FOR TACK COAT | | | 0018 604-06069 89.000 SYS | 50.00000 4450.00| | CURB RAMP, CONCRETE | | | 0019 604-91531 605.000 SYS | 24.00000 14520.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0020 605-06125 197.000 LFT | 21.00000 4137.00| | CURB, CONCRETE, MODIFIED | | | 0021 605-06155 1435.000 LFT | 12.50000 17937.50| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0022 605-96305 137.000 LFT | 12.80000 1753.60| | CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0023 610-05527 55.000 TON | 40.00000 2200.00| | HMA FOR APPROACHES | | | 0024 611-05330 512.000 SYS | 41.00000 20992.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0025 611-06497 4.000 EACH| 170.00000 680.00| | MAILBOX ASSEMBLY, SINGLE | | | 0026 611-95023 1.000 EACH| 150.00000 150.00| | MAILBOX ASSEMBLY, RESET | | | 0027 615-06490 14.000 EACH| 115.00000 1610.00| | RIGHT OF WAY MARKER | | | 0028 615-06505 16.000 EACH| 300.00000 4800.00| | MONUMENT, B | | | 0029 616-02320 18.000 SYS | 3.00000 54.00| | GEOTEXTILES | | | 0030 616-06405 9.000 TON | 30.00000 270.00| | RIPRAP, REVETMENT | | | 0031 616-06451 34.000 TON | 30.00000 1020.00| | RIPRAP, UNIFORM | | | 0032 621-06575 916.000 SYS | 4.00000 3664.00| | SODDING, NURSERY | | | 0033 714-02102 275.000 SFT | 32.00000 8800.00| | RETAINING WALL, MODULAR, CONCRETE | | | 0034 715-05149 344.000 LFT | 26.00000 8944.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,274.77 ROUTE : CALL ORDER : 151 CONTRACT ID : R -25736-B COUNTIES : CLARK LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-05151 385.000 LFT | 27.00000 10395.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0036 715-46005 1.000 EACH| 330.00000 330.00| | PIPE END SECTION, 15 IN. | | | 0037 720-44000 2.000 EACH| 250.00000 500.00| | CASTING, ADJUST TO GRADE | | | 0038 720-45045 2.000 EACH| 1600.00000 3200.00| | INLET, J10 | | | 0039 720-45055 1.000 EACH| 1650.00000 1650.00| | INLET, M10 | | | 0040 720-45260 1.000 EACH| 600.00000 600.00| | PIPE CATCH BASIN, 12 IN. | | | 0041 720-45410 2.000 EACH| 2500.00000 5000.00| | MANHOLE, C4 | | | 0042 720-93411 1.000 EACH| 1700.00000 1700.00| | INLET, C15, MODIFIED | | | 0043 720-98555 1.000 EACH| 1700.00000 1700.00| | INLET, C15 | | | 0044 801-06203 298.000 LFT | 0.70000 208.60| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 8180.000 LFT | 1.50000 12270.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06216 49.000 LFT | 1.20000 58.80| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0047 801-06640 16.000 EACH| 85.00000 1360.00| | CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 55.00000 220.00| | CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 16000.00000 16000.00| | MAINTAINING TRAFFIC | | | 0050 802-05701 48.000 LFT | 13.00000 624.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 37.500 SFT | 22.90000 858.75| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0052 802-76035 45.000 SFT | 23.00000 1035.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,274.77 ROUTE : CALL ORDER : 151 CONTRACT ID : R -25736-B COUNTIES : CLARK LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 802-76045 60.000 SFT | 23.10000 1386.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0054 805-01815 4.000 EACH| 2500.00000 10000.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0055 805-01842 3.000 EACH| 650.00000 1950.00| | HANDHOLE, SIGNAL | | | 0056 805-02202 4.000 EACH| 775.00000 3100.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0057 805-03370 8.000 EACH| 350.00000 2800.00| | PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0058 805-06592 415.000 LFT | 11.00000 4565.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0059 805-78100 1.000 EACH| 8400.00000 8400.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0060 805-78205 7.000 EACH| 460.00000 3220.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0061 805-78230 1.000 EACH| 700.00000 700.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0062 805-78415 4.000 EACH| 1200.00000 4800.00| | SPAN, CATENARY, AND TETHER | | | 0063 805-78420 4.000 EACH| 200.00000 800.00| | DISCONNECT HANGER | | | 0064 805-78445 1.000 EACH| 450.00000 450.00| | SIGNAL SERVICE | | | 0065 805-78467 45.000 LFT | 1.30000 58.50| | SIGNAL CABLE, 3C 8GA. | | | 0066 805-78470 4160.000 LFT | 0.50000 2080.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0067 805-78485 55.000 LFT | 0.90000 49.50| | SIGNAL CABLE, 5C 14GA. | | | 0068 805-78490 1020.000 LFT | 1.00000 1020.00| | SIGNAL CABLE, 7C 14GA. | | | 0069 805-78510 1300.000 LFT | 0.85000 1105.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0070 805-78785 1.000 EACH| 590.00000 590.00| | SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,274.77 ROUTE : CALL ORDER : 151 CONTRACT ID : R -25736-B COUNTIES : CLARK LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78795 1300.000 LFT | 8.00000 10400.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0072 805-78925 1.000 EACH| 900.00000 900.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0073 805-81032 4.000 EACH| 2500.00000 10000.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0074 805-92504 5.000 EACH| 250.00000 1250.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0075 805-96121 8.000 EACH| 150.00000 1200.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0076 808-06703 2796.000 LFT | 0.35000 978.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0077 808-06716 3650.000 LFT | 1.10000 4015.00| | LINE, REMOVE | | | 0078 808-75245 2052.000 LFT | 0.35000 718.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0079 808-75274 812.000 LFT | 1.25000 1015.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0080 808-75278 127.000 LFT | 1.75000 222.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0081 808-75300 421.000 LFT | 1.25000 526.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0082 808-75325 9.000 EACH| 90.00000 810.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0083 808-01238 3.000 EACH| 35.00000 105.00| | TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0084 808-75297 126.000 LFT | 3.25000 409.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0085 808-75320 9.000 EACH| 75.00000 675.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 371,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 12/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6417001 6417001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 1,666,525.42 100.0000% 2 35-1315965 FOX CONTRACTORS CORP. $ 1,693,682.20 101.6295% 3 35-1065659 BROOKS CONSTRUCTION $ 1,705,383.81 102.3317% 4 62-1492793 API CONSTRUCTION CORP. $ 1,901,800.39 114.1176% 5 35-0997978 PHEND & BROWN, INC. $ 1,943,829.40 116.6396% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 35-1065659 |PRIMCO, INC. |FOX CONTRACTORS CORP. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT- STR DEKALB - CONTINUOUS PRESTRESSED CONCRETE BULB-TEE BEAM | | | 0001 105-06790 15.000 MOS | 1203.12000 18046.80| 900.00000 13500.00| 1000.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 19607.98000 19607.98| 20000.00000 20000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 116997.67000 116997.67| 85000.00000 85000.00| 85000.00000 85000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 25500.00000 25500.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 9710.000 m3 | 6.20000 60202.00| 6.20000 60202.00| 6.20000 60202.00 EXCAVATION, COMMON | | | 0006 203-02070 28013.000 m3 | 7.00000 196091.00| 7.00000 196091.00| 7.00000 196091.00 BORROW | | | 0007 205-06931 192.800 Mg | 24.00000 4627.20| 24.00000 4627.20| 24.00000 4627.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 2.000 EACH| 40.00000 80.00| 42.00000 84.00| 40.00000 80.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06936 37.000 Mg | 8.00000 296.00| 8.00000 296.00| 8.00000 296.00 TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 832.000 m | 5.60000 4659.20| 6.80000 5657.60| 5.60000 4659.20 TEMPORARY SILT FENCE | | | 0011 205-06938 20.000 m | 120.00000 2400.00| 120.00000 2400.00| 120.00000 2400.00 TEMPORARY SLOPE DRAIN | | | 0012 206-51220 343.000 m3 | 36.89000 12653.27| 62.00000 21266.00| 56.20000 19276.60 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 35-1065659 |PRIMCO, INC. |FOX CONTRACTORS CORP. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51225 118.000 m3 | 25.00000 2950.00| 41.00000 4838.00| 36.20000 4271.60 EXCAVATION, DRY | | | 0014 206-51235 LUMP| 67464.44000 67464.44| 80000.00000 80000.00| 87000.00000 87000.00 COFFERDAM | | | 0015 211-02060 1073.000 m3 | 15.45000 16577.85| 16.75000 17972.75| 13.65000 14646.45 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 44.600 m3 | 61.00000 2720.60| 28.00000 1248.80| 28.00000 1248.80 AGGREGATE FOR END BENT BACKFILL | | | 0017 303-04075 351.000 Mg | 13.00000 4563.00| 22.00000 7722.00| 15.00000 5265.00 COMPACTED AGGREGATE, O, 73 | | | 0018 303-52308 8507.600 Mg | 10.55000 89755.18| 12.00000 102091.20| 12.00000 102091.20 COMPACTED AGGREGATE, O, 53 | | | 0019 402-05468 1814.000 Mg | 28.15000 51064.10| 27.00000 48978.00| 30.00000 54420.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 1954.000 Mg | 28.15000 55005.10| 28.00000 54712.00| 30.00000 58620.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 881.000 Mg | 36.50000 32156.50| 35.00000 30835.00| 45.00000 39645.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 663.000 Mg | 30.00000 19890.00| 27.00000 17901.00| 35.00000 23205.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 3994.000 m2 | 1.20000 4792.80| 1.00000 3994.00| 0.90000 3594.60 SEAL COAT, 2 | | | 0024 404-05514 867.000 m2 | 2.20000 1907.40| 3.00000 2601.00| 2.95000 2557.65 SEAL COAT, 5 | | | 0025 405-05517 25.100 Mg | 350.00000 8785.00| 200.00000 5020.00| 200.00000 5020.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 7.400 Mg | 225.00000 1665.00| 250.00000 1850.00| 250.00000 1850.00 ASPHALT FOR TACK COAT | | | 0027 601-02800 4.000 EACH| 925.00000 3700.00| 988.00000 3952.00| 925.00000 3700.00 GUARDRAIL TRANSITION, TGT | | | 0028 601-05999 6.000 EACH| 37.00000 222.00| 31.00000 186.00| 37.00000 222.00 CURVED TERMINAL END | | | 0029 601-06037 4.000 EACH| 575.00000 2300.00| 572.00000 2288.00| 575.00000 2300.00 GUARDRAIL END TREATMENT, I | | | 0030 601-99105 81.915 m | 32.50000 2662.24| 58.00000 4751.07| 32.50000 2662.24 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 610-05527 859.000 Mg | 44.00000 37796.00| 45.00000 38655.00| 40.00000 34360.00 HMA FOR APPROACHES | | | 0032 610-06257 136.400 m2 | 75.00000 10230.00| 74.00000 10093.60| 74.00000 10093.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 35-1065659 |PRIMCO, INC. |FOX CONTRACTORS CORP. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06497 9.000 EACH| 170.00000 1530.00| 124.00000 1116.00| 170.00000 1530.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06505 22.000 EACH| 430.00000 9460.00| 426.00000 9372.00| 430.00000 9460.00 MONUMENT, B | | | 0035 615-06510 7.000 EACH| 410.00000 2870.00| 270.00000 1890.00| 410.00000 2870.00 MONUMENT, C | | | 0036 616-02320 1195.000 m2 | 2.35000 2808.25| 2.00000 2390.00| 2.00000 2390.00 GEOTEXTILES | | | 0037 616-06405 519.000 Mg | 26.05000 13519.95| 25.00000 12975.00| 25.00000 12975.00 RIPRAP, REVETMENT | | | 0038 621-01956 555.000 kg | 8.20000 4551.00| 8.50000 4717.50| 8.20000 4551.00 SEED MIXTURE, LEGUME, 1 | | | 0039 621-06545 2.900 Mg | 463.00000 1342.70| 481.00000 1394.90| 463.00000 1342.70 FERTILIZER | | | 0040 621-06548 27.000 kg | 42.00000 1134.00| 44.00000 1188.00| 42.00000 1134.00 SEED MIXTURE, CV | | | 0041 621-06553 493.000 kg | 13.30000 6556.90| 14.00000 6902.00| 13.30000 6556.90 SEED MIXTURE, R | | | 0042 621-06557 233.400 kg | 4.60000 1073.64| 4.75000 1108.65| 4.60000 1073.64 SEED MIXTURE, T | | | 0043 621-06565 23.300 Mg | 397.00000 9250.10| 413.00000 9622.90| 397.00000 9250.10 MULCHING MATERIAL | | | 0044 621-06567 77.000 kL | 1.00000 77.00| 1.00000 77.00| 1.00000 77.00 WATER | | | 0045 621-06574 1015.000 m2 | 3.45000 3501.75| 3.60000 3654.00| 3.45000 3501.75 SODDING | | | 0046 621-06575 3335.000 m2 | 3.45000 11505.75| 3.60000 12006.00| 3.45000 11505.75 SODDING, NURSERY | | | 0047 622-52436 16.000 EACH| 33.00000 528.00| 34.00000 544.00| 33.00000 528.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 2520.000 EACH| 7.50000 18900.00| 7.80000 19656.00| 7.50000 18900.00 SEEDLING | | | 0049 701-01849 630.400 m | 78.51000 49492.70| 85.00000 53584.00| 85.00000 53584.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0050 701-99086 8.000 EACH| 195.00000 1560.00| 400.00000 3200.00| 400.00000 3200.00 PILE TIP, STEEL SHELL | | | 0051 702-51005 147.200 m3 | 399.97000 58875.58| 400.00000 58880.00| 400.00000 58880.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 62.000 m3 | 261.93000 16239.66| 400.00000 24800.00| 400.00000 24800.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 35-1065659 |PRIMCO, INC. |FOX CONTRACTORS CORP. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 702-51100 188.000 kg | 6.00000 1128.00| 4.00000 752.00| 4.00000 752.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0054 702-51110 584.400 kg | 6.00000 3506.40| 12.00000 7012.80| 12.00000 7012.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 703-51030 11828.000 kg | 1.12000 13247.36| 1.10000 13010.80| 1.10000 13010.80 REINFORCING STEEL | | | 0056 703-51032 59697.000 kg | 1.27000 75815.19| 1.20000 71636.40| 1.15000 68651.55 REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 335.700 m3 | 500.00000 167850.00| 442.00000 148379.40| 425.00000 142672.50 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-06347 237.900 m | 202.87000 48262.77| 228.00000 54241.20| 200.00000 47580.00 RAILING, CF-1 | | | 0059 707-05987 430.500 m | 398.00000 171339.00| 449.00000 193294.50| 432.00000 185976.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | 0060 709-51821 LUMP| 6420.01000 6420.01| 6837.00000 6837.00| 6572.60000 6572.60 SURFACE SEAL | | | 0061 715-05019 43.000 m | 155.00000 6665.00| 155.00000 6665.00| 155.00000 6665.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0062 715-05121 29.000 m | 67.00000 1943.00| 67.00000 1943.00| 67.00000 1943.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0063 715-05123 141.000 m | 118.00000 16638.00| 118.00000 16638.00| 118.00000 16638.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0064 715-05151 12.000 m | 62.00000 744.00| 62.00000 744.00| 62.00000 744.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0065 715-05169 82.000 m | 68.00000 5576.00| 68.00000 5576.00| 68.00000 5576.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05177 49.000 m | 142.00000 6958.00| 142.00000 6958.00| 142.00000 6958.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0067 715-46005 15.000 EACH| 208.00000 3120.00| 208.00000 3120.00| 208.00000 3120.00 PIPE END SECTION, 375 mm | | | 0068 715-46010 2.000 EACH| 227.00000 454.00| 227.00000 454.00| 227.00000 454.00 PIPE END SECTION, 450 mm | | | 0069 715-46020 12.000 EACH| 308.00000 3696.00| 308.00000 3696.00| 308.00000 3696.00 PIPE END SECTION, 600 mm | | | 0070 715-46040 8.000 EACH| 475.00000 3800.00| 475.00000 3800.00| 475.00000 3800.00 PIPE END SECTION, 900 mm | | | 0071 720-45030 1.000 EACH| 1320.00000 1320.00| 1320.00000 1320.00| 1320.00000 1320.00 INLET, E7 | | | 0072 724-51925 23.000 m | 300.00000 6900.00| 312.00000 7176.00| 300.00000 6900.00 STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1315965 |(3) 35-1065659 |PRIMCO, INC. |FOX CONTRACTORS CORP. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-04308 8.000 EACH| 325.00000 2600.00| 338.00000 2704.00| 325.00000 2600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 20.000 EACH| 125.00000 2500.00| 130.00000 2600.00| 125.00000 2500.00 BARRICADE, IIIA | | | 0075 801-06606 12.000 EACH| 135.00000 1620.00| 140.00000 1680.00| 135.00000 1620.00 BARRICADE, IIIB | | | 0076 801-06625 16.000 EACH| 125.00000 2000.00| 130.00000 2080.00| 125.00000 2000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 11.000 EACH| 135.00000 1485.00| 140.00000 1540.00| 135.00000 1485.00 CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP| 12170.80000 12170.80| 9334.00000 9334.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0079 802-02489 61.400 m | 36.65000 2250.31| 38.00000 2333.20| 36.65000 2250.31 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 7.840 m2 | 79.30000 621.71| 82.00000 642.88| 79.30000 621.71 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 808-06713 3927.000 m | 0.28000 1099.56| 0.30000 1178.10| 0.28000 1099.56 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0082 808-06726 23.400 m | 14.65000 342.81| 15.00000 351.00| 14.65000 342.81 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75054 242.000 m | 5.00000 1210.00| 5.20000 1258.40| 5.00000 1210.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0084 808-75240 57.000 m | 1.11000 63.27| 1.15000 65.55| 1.11000 63.27 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0085 808-75245 2972.000 m | 1.11000 3298.92| 1.15000 3417.80| 1.11000 3298.92 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 205-02234 17.000 EACH| 75.00000 1275.00| 78.00000 1326.00| 75.00000 1275.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0087 621-01004 2.000 EACH| 825.00000 1650.00| 858.00000 1716.00| 825.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0088 621-06570 590.000 m3 | 9.00000 5310.00| 9.00000 5310.00| 9.00000 5310.00 TOP SOIL | | | SECTION TOTALS | $ 1,666,525.42| $ 1,693,682.20| $ 1,705,383.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,666,525.42| $ 1,693,682.20| $ 1,705,383.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 |(5) 35-0997978 | |API CONSTRUCTION CORP. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT- STR DEKALB - CONTINUOUS PRESTRESSED CONCRETE BULB-TEE BEAM | | | 0001 105-06790 15.000 MOS | 1284.00000 19260.00| 1275.65000 19134.75| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 28605.00000 28605.00| 20790.93000 20790.93| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 62043.62000 62043.62| 96500.00000 96500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 94539.00000 94539.00| 29000.00000 29000.00| CLEARING RIGHT OF WAY | | | 0005 203-02000 9710.000 m3 | 5.91000 57386.10| 11.00000 106810.00| EXCAVATION, COMMON | | | 0006 203-02070 28013.000 m3 | 10.62000 297498.06| 12.70000 355765.10| BORROW | | | 0007 205-06931 192.800 Mg | 51.36000 9902.21| 60.00000 11568.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 2.000 EACH| 41.20000 82.40| 40.00000 80.00| TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06936 37.000 Mg | 45.72000 1691.64| 32.00000 1184.00| TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 832.000 m | 5.77000 4800.64| 5.60000 4659.20| TEMPORARY SILT FENCE | | | 0011 205-06938 20.000 m | 29.45000 589.00| 52.00000 1040.00| TEMPORARY SLOPE DRAIN | | | 0012 206-51220 343.000 m3 | 15.00000 5145.00| 17.00000 5831.00| EXCAVATION, WET | | | 0013 206-51225 118.000 m3 | 20.50000 2419.00| 19.00000 2242.00| EXCAVATION, DRY | | | 0014 206-51235 LUMP| 75865.00000 75865.00| 50900.00000 50900.00| COFFERDAM | | | 0015 211-02060 1073.000 m3 | 9.00000 9657.00| 16.00000 17168.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 44.600 m3 | 40.00000 1784.00| 30.00000 1338.00| AGGREGATE FOR END BENT BACKFILL | | | 0017 303-04075 351.000 Mg | 18.00000 6318.00| 17.00000 5967.00| COMPACTED AGGREGATE, O, 73 | | | 0018 303-52308 8507.600 Mg | 11.40000 96986.64| 14.50000 123360.20| COMPACTED AGGREGATE, O, 53 | | | 0019 402-05468 1814.000 Mg | 28.25000 51245.50| 27.00000 48978.00| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 |(5) 35-0997978 | |API CONSTRUCTION CORP. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05474 1954.000 Mg | 28.25000 55200.50| 28.00000 54712.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 881.000 Mg | 35.00000 30835.00| 35.00000 30835.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 663.000 Mg | 32.50000 21547.50| 27.00000 17901.00| HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 3994.000 m2 | 1.20000 4792.80| 1.00000 3994.00| SEAL COAT, 2 | | | 0024 404-05514 867.000 m2 | 2.80000 2427.60| 3.00000 2601.00| SEAL COAT, 5 | | | 0025 405-05517 25.100 Mg | 275.00000 6902.50| 200.00000 5020.00| ASPHALT FOR PRIME COAT | | | 0026 406-05520 7.400 Mg | 175.00000 1295.00| 250.00000 1850.00| ASPHALT FOR TACK COAT | | | 0027 601-02800 4.000 EACH| 925.00000 3700.00| 925.00000 3700.00| GUARDRAIL TRANSITION, TGT | | | 0028 601-05999 6.000 EACH| 37.00000 222.00| 37.00000 222.00| CURVED TERMINAL END | | | 0029 601-06037 4.000 EACH| 575.00000 2300.00| 575.00000 2300.00| GUARDRAIL END TREATMENT, I | | | 0030 601-99105 81.915 m | 32.50000 2662.24| 32.50000 2662.24| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 610-05527 859.000 Mg | 40.00000 34360.00| 45.00000 38655.00| HMA FOR APPROACHES | | | 0032 610-06257 136.400 m2 | 65.00000 8866.00| 65.00000 8866.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 611-06497 9.000 EACH| 170.00000 1530.00| 170.00000 1530.00| MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06505 22.000 EACH| 430.00000 9460.00| 430.00000 9460.00| MONUMENT, B | | | 0035 615-06510 7.000 EACH| 410.00000 2870.00| 410.00000 2870.00| MONUMENT, C | | | 0036 616-02320 1195.000 m2 | 2.00000 2390.00| 2.50000 2987.50| GEOTEXTILES | | | 0037 616-06405 519.000 Mg | 35.40000 18372.60| 27.50000 14272.50| RIPRAP, REVETMENT | | | 0038 621-01956 555.000 kg | 8.45000 4689.75| 8.20000 4551.00| SEED MIXTURE, LEGUME, 1 | | | 0039 621-06545 2.900 Mg | 476.90000 1383.01| 463.00000 1342.70| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 |(5) 35-0997978 | |API CONSTRUCTION CORP. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06548 27.000 kg | 43.26000 1168.02| 42.00000 1134.00| SEED MIXTURE, CV | | | 0041 621-06553 493.000 kg | 13.70000 6754.10| 13.30000 6556.90| SEED MIXTURE, R | | | 0042 621-06557 233.400 kg | 4.74000 1106.32| 4.60000 1073.64| SEED MIXTURE, T | | | 0043 621-06565 23.300 Mg | 408.90000 9527.37| 397.00000 9250.10| MULCHING MATERIAL | | | 0044 621-06567 77.000 kL | 1.05000 80.85| 1.00000 77.00| WATER | | | 0045 621-06574 1015.000 m2 | 5.35000 5430.25| 3.45000 3501.75| SODDING | | | 0046 621-06575 3335.000 m2 | 5.35000 17842.25| 3.45000 11505.75| SODDING, NURSERY | | | 0047 622-52436 16.000 EACH| 34.00000 544.00| 33.00000 528.00| SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 2520.000 EACH| 7.75000 19530.00| 7.50000 18900.00| SEEDLING | | | 0049 701-01849 630.400 m | 130.00000 81952.00| 117.00000 73756.80| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0050 701-99086 8.000 EACH| 2200.00000 17600.00| 250.00000 2000.00| PILE TIP, STEEL SHELL | | | 0051 702-51005 147.200 m3 | 555.00000 81696.00| 551.00000 81107.20| CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 62.000 m3 | 275.00000 17050.00| 260.00000 16120.00| CONCRETE, B, FOOTINGS | | | 0053 702-51100 188.000 kg | 4.75000 893.00| 4.30000 808.40| DRAIN PIPE, CAST IRON, 150 mm | | | 0054 702-51110 584.400 kg | 2.50000 1461.00| 2.50000 1461.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 703-51030 11828.000 kg | 1.50000 17742.00| 1.50000 17742.00| REINFORCING STEEL | | | 0056 703-51032 59697.000 kg | 1.60000 95515.20| 1.60000 95515.20| REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 335.700 m3 | 300.00000 100710.00| 300.00000 100710.00| CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-06347 237.900 m | 200.00000 47580.00| 200.00000 47580.00| RAILING, CF-1 | | | 0059 707-05987 430.500 m | 550.00000 236775.00| 550.00000 236775.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 |(5) 35-0997978 | |API CONSTRUCTION CORP. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 709-51821 LUMP| 8575.00000 8575.00| 6572.00000 6572.00| SURFACE SEAL | | | 0061 715-05019 43.000 m | 156.00000 6708.00| 145.00000 6235.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0062 715-05121 29.000 m | 70.00000 2030.00| 100.00000 2900.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0063 715-05123 141.000 m | 71.30000 10053.30| 120.00000 16920.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0064 715-05151 12.000 m | 75.65000 907.80| 90.00000 1080.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0065 715-05169 82.000 m | 74.95000 6145.90| 90.00000 7380.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05177 49.000 m | 157.70000 7727.30| 140.00000 6860.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0067 715-46005 15.000 EACH| 131.95000 1979.25| 225.00000 3375.00| PIPE END SECTION, 375 mm | | | 0068 715-46010 2.000 EACH| 143.85000 287.70| 250.00000 500.00| PIPE END SECTION, 450 mm | | | 0069 715-46020 12.000 EACH| 295.35000 3544.20| 420.00000 5040.00| PIPE END SECTION, 600 mm | | | 0070 715-46040 8.000 EACH| 612.10000 4896.80| 750.00000 6000.00| PIPE END SECTION, 900 mm | | | 0071 720-45030 1.000 EACH| 1130.00000 1130.00| 1500.00000 1500.00| INLET, E7 | | | 0072 724-51925 23.000 m | 300.00000 6900.00| 300.00000 6900.00| STRUCTURAL EXPANSION JOINT, SS | | | 0073 801-04308 8.000 EACH| 370.80000 2966.40| 325.00000 2600.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 20.000 EACH| 224.55000 4491.00| 125.00000 2500.00| BARRICADE, IIIA | | | 0075 801-06606 12.000 EACH| 241.00000 2892.00| 135.00000 1620.00| BARRICADE, IIIB | | | 0076 801-06625 16.000 EACH| 135.96000 2175.36| 125.00000 2000.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 11.000 EACH| 234.85000 2583.35| 135.00000 1485.00| CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP| 572.70000 572.70| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | 0079 802-02489 61.400 m | 28.60000 1756.04| 36.65000 2250.31| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,228.56 ROUTE : CR 68 CALL ORDER : 171 CONTRACT ID : R -25925-A COUNTIES : DEKALB LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 |(5) 35-0997978 | |API CONSTRUCTION CORP. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 802-76025 7.840 m2 | 207.50000 1626.80| 79.30000 621.71| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 808-06713 3927.000 m | 0.29000 1138.83| 0.28000 1099.56| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0082 808-06726 23.400 m | 15.10000 353.34| 14.65000 342.81| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75054 242.000 m | 5.15000 1246.30| 4.38000 1059.96| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0084 808-75240 57.000 m | 1.15000 65.55| 1.11000 63.27| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0085 808-75245 2972.000 m | 1.15000 3417.80| 1.11000 3298.92| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 205-02234 17.000 EACH| 261.50000 4445.50| 210.00000 3570.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0087 621-01004 2.000 EACH| 849.75000 1699.50| 825.00000 1650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0088 621-06570 590.000 m3 | 11.70000 6903.00| 4.50000 2655.00| TOP SOIL | | | SECTION TOTALS | $ 1,901,800.39| $ 1,943,829.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,901,800.39| $ 1,943,829.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,245,834.22 ROUTE : 31 CALL ORDER : 181 CONTRACT ID : R -25932-A COUNTIES : MARSHALL LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1536010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,658,053.33 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,935,543.30 110.4395% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-01925 9.000 MOS | 1000.00000 9000.00| 1100.00000 9900.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 7.000 MOS | 300.00000 2100.00| 175.00000 1225.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 132000.00000 132000.00| 140000.00000 140000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 1571.800 m | 9.00000 14146.20| 5.75000 9037.85| GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 400.00000 800.00| 250.00000 500.00| HEADWALL, REMOVE | | | 0007 202-60820 108580.000 m2 | 0.40000 43432.00| 0.50000 54290.00| SURFACE MILLING, ASPHALT | | | 0008 202-91385 1.000 EACH| 532.34000 532.34| 300.00000 300.00| INLET, REMOVE | | | 0009 202-93741 8.000 EACH| 270.00000 2160.00| 500.00000 4000.00| GUARD RAIL END TREATMENT, REMOVE , | | | BURRIED | | | 0010 203-02070 600.000 m3 | 19.00000 11400.00| 15.00000 9000.00| BORROW | | | 0011 211-02060 2.000 m3 | 19.00000 38.00| 15.00000 30.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04075 5905.000 Mg | 15.50000 91527.50| 15.00000 88575.00| COMPACTED AGGREGATE, O, 73 ,LIMESTONE | | | 0013 305-05204 320.000 Mg | 45.00000 14400.00| 40.00000 12800.00| HMA FOR PATCHING | | | 0014 305-05206 711.000 Mg | 85.00000 60435.00| 40.00000 28440.00| WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,245,834.22 ROUTE : 31 CALL ORDER : 181 CONTRACT ID : R -25932-A COUNTIES : MARSHALL LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05454 5200.000 Mg | 32.00000 166400.00| 40.00000 208000.00| QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE --VOLUMETRIC | | | 0016 401-05455 26600.000 Mg | 29.00000 771400.00| 40.00000 1064000.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0017 401-05456 13440.000 Mg | 43.00000 577920.00| 50.00000 672000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE --SMA| | | 0018 401-05463 6000.000 Mg | 29.00000 174000.00| 35.00000 210000.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | SHOULDER --VOLUMETRIC | | | 0019 401-05464 3120.000 Mg | 33.00000 102960.00| 40.00000 124800.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | --VOLUMETRIC | | | 0020 401-05467 24465.000 m | 0.55000 13455.75| 0.50000 12232.50| MILLED HMA CORRUGATIONS | | | 0021 401-06264 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0022 406-05520 72.000 Mg | 140.00000 10080.00| 1.00000 72.00| ASPHALT FOR TACK COAT | | | 0023 506-06333 500.000 m2 | 110.00000 55000.00| 120.00000 60000.00| PCCP PATCHING, FULL DEPTH | | | 0025 601-06035 209.000 m | 29.00000 6061.00| 31.60000 6604.40| GUARDRAIL, RESET ,DOUBLE FACED | | | 0026 601-61390 8.000 EACH| 40.00000 320.00| 40.00000 320.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0027 601-94689 8.000 EACH| 2200.00000 17600.00| 2000.00000 16000.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 8.000 EACH| 900.00000 7200.00| 900.00000 7200.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 1571.800 m | 29.00000 45582.20| 30.20000 47468.36| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-05527 500.000 Mg | 68.00000 34000.00| 40.00000 20000.00| HMA FOR APPROACHES | | | 0031 616-06405 100.000 Mg | 38.04000 3804.00| 40.00000 4000.00| RIPRAP, REVETMENT | | | 0032 715-01354 11.300 m | 30.00000 339.00| 100.00000 1130.00| CLEAN EXISTING PIPE | | | 0033 715-02837 11.300 m | 383.00000 4327.90| 100.00000 1130.00| PIPE, POLYETHYLENE LINER, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,245,834.22 ROUTE : 31 CALL ORDER : 181 CONTRACT ID : R -25932-A COUNTIES : MARSHALL LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-05756 1.500 m | 438.37000 657.56| 200.00000 300.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0035 715-46000 1.000 EACH| 281.62000 281.62| 500.00000 500.00| PIPE END SECTION, 300 mm | | | 0036 720-01894 2.000 EACH| 520.36000 1040.72| 500.00000 1000.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0037 801-01093 6.000 EACH| 865.00000 5190.00| 460.00000 2760.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0038 801-06203 1440.000 m | 1.40000 2016.00| 1.40000 2016.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 1440.000 m | 3.75000 5400.00| 2.53000 3643.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06640 27.000 EACH| 72.00000 1944.00| 85.00000 2295.00| CONSTRUCTION SIGN, A | | | 0041 801-06710 240.000 DAY | 15.00000 3600.00| 17.00000 4080.00| FLASHING ARROW SIGN | | | 0042 801-06775 LUMP| 190500.00000 190500.00| 33839.09000 33839.09| MAINTAINING TRAFFIC | | | 0043 801-09133 2.000 EACH| 3800.00000 7600.00| 4500.00000 9000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0044 802-96915 LUMP| 680.00000 680.00| 1120.00000 1120.00| SIGN, RELOCATE | | | 0045 804-06771 205.000 EACH| 18.95000 3884.75| 27.00000 5535.00| DELINEATOR POST, FLEXIBLE | | | 0046 808-06701 3220.000 m | 0.85000 2737.00| 0.85000 2737.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0047 808-06703 14403.000 m | 0.85000 12242.55| 0.85000 12242.55| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-75245 12878.000 m | 0.85000 10946.30| 0.85000 10946.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0049 808-75996 653.000 EACH| 5.48000 3578.44| 4.35000 2840.55| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 653.000 EACH| 19.50000 12733.50| 19.50000 12733.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0051 601-07050 4.000 EACH| 1900.00000 7600.00| 1475.00000 5900.00| GUARDRAIL END TREATMENT, OS, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,245,834.22 ROUTE : 31 CALL ORDER : 181 CONTRACT ID : R -25932-A COUNTIES : MARSHALL LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,658,053.33| $ 2,935,543.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,658,053.33| $ 2,935,543.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 183 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,851,179.18 ROUTE : 31 CALL ORDER : 183 CONTRACT ID : R -25933-A COUNTIES : FULTON LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1536015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 5,296,278.48 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-01925 9.000 MOS | 1500.00000 13500.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-04655 9.000 MOS | 300.00000 2700.00| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 265000.00000 265000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-60820 316528.000 SYS | 0.85000 269048.80| | SURFACE MILLING, ASPHALT | | | 0006 202-74035 6.000 EACH| 68.00000 408.00| | SIGN, REMOVE | | | 0007 202-98488 27.000 EACH| 98.14000 2649.78| | PIPE END SECTION, REMOVE | | | 0008 303-04075 7100.000 TON | 15.00000 106500.00| | COMPACTED AGGREGATE, O, 73 | | | 0009 305-05204 200.000 TON | 100.00000 20000.00| | HMA FOR PATCHING | | | 0010 305-05206 270.000 TON | 65.00000 17550.00| | WIDENING WITH HMA | | | 0011 401-05455 62029.000 TON | 26.00000 1612754.00| | QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0012 401-05456 42000.000 TON | 43.00000 1806000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE --SMA| | | 0013 401-05463 12472.000 TON | 25.00000 311800.00| | QC/QA HMA INTERMEDIATE 19.0 mm, | | | SHOULDER --VOLUMETRIC | | | 0014 401-05464 8954.000 TON | 28.00000 250712.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | --VOLUMETRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 183 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,851,179.18 ROUTE : 31 CALL ORDER : 183 CONTRACT ID : R -25933-A COUNTIES : FULTON LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05467 235000.000 LFT | 0.16000 37600.00| | MILLED HMA CORRUGATIONS | | | 0016 401-06264 LUMP| 12000.00000 12000.00| | PROFILOGRAPH, HMA | | | 0017 406-05520 620.000 TON | 40.00000 24800.00| | ASPHALT FOR TACK COAT | | | 0018 605-94190 100.000 SFT | 5.00000 500.00| | CURB PATCHING | | | 0019 610-05527 5000.000 TON | 45.00000 225000.00| | HMA FOR APPROACHES | | | 0020 715-01662 1500.000 LFT | 4.00000 6000.00| | PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0021 715-02979 600.000 LFT | 44.00000 26400.00| | PIPE, POLYETHYLENE LINER, 12 IN. | | | 0022 715-03404 100.000 LFT | 66.00000 6600.00| | PIPE, POLYETHYLENE LINER, 18 IN. | | | 0023 715-05019 20.000 LFT | 190.00000 3800.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. , FBC&L | | | CSP | | | 0024 715-05149 12.000 LFT | 140.00000 1680.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. , FBC&L | | | CSP | | | 0025 715-05152 50.000 LFT | 60.00000 3000.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. , FBC&L | | | CSP | | | 0026 715-46000 14.000 EACH| 180.00000 2520.00| | PIPE END SECTION, 12 IN. | | | 0027 715-46010 7.000 EACH| 210.00000 1470.00| | PIPE END SECTION, 18 IN. | | | 0028 715-96913 350.000 LFT | 148.00000 51800.00| | PIPE, POLYETHYLENE LINER, 36 IN. | | | 0029 715-97804 6.000 EACH| 970.00000 5820.00| | PIPE END SECTION, MIN. AREA 7.4 SQ. FT. | | | 0030 718-52610 300.000 CYS | 39.00000 11700.00| | AGGREGATE FOR UNDERDRAINS | | | 0031 718-99153 250.000 SYS | 1.00000 250.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0034 801-06640 100.000 EACH| 84.00000 8400.00| | CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP| 34000.00000 34000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 183 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,851,179.18 ROUTE : 31 CALL ORDER : 183 CONTRACT ID : R -25933-A COUNTIES : FULTON LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-09133 2.000 EACH| 6000.00000 12000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0037 808-06701 26400.000 LFT | 0.27000 7128.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0038 808-06705 5310.000 LFT | 1.25000 6637.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0043 808-75996 1700.000 EACH| 3.53000 6001.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 850.000 EACH| 19.50000 16575.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0045 808-92027 270.000 LFT | 1.25000 337.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0046 808-97323 900.000 LFT | 2.75000 2475.00| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0047 801-06735 110.000 EACH| 15.59000 1714.90| | TUBULAR MARKER, PERMANENT | | | 0048 801-06207 55000.000 LFT | 0.92000 50600.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 808-75297 300.000 LFT | 3.00000 900.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0050 808-06713 105600.000 LFT | 0.06000 6336.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0051 808-06714 105600.000 LFT | 0.06000 6336.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0052 808-75272 1300.000 LFT | 3.00000 3900.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0053 808-75998 850.000 EACH| 27.50000 23375.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | RECESSED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,296,278.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,296,278.48| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8073002 8073006 8073007 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 1,978,409.88 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 2,002,686.07 101.2270% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,059,600.00 104.1038% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,117,162.61 107.0133% 5 35-1310611 ROBERTSON, DUNCAN, INC. $ 2,161,696.67 109.2643% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 2,317,500.00 117.1395% 7 35-1385672 FORCE CONSTRUCTION $ 2,323,629.07 117.4493% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |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 12.000 MOS | 1200.00000 14400.00| 2000.00000 24000.00| 1475.00000 17700.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 36273.00000 36273.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 99600.00000 99600.00| 100900.00000 100900.00| 103000.00000 103000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 19900.00000 19900.00| 22827.05000 22827.05| 32300.00000 32300.00 CLEARING RIGHT OF WAY | | | 0007 202-05532 332.000 m2 | 12.00000 3984.00| 7.81000 2592.92| 11.50000 3818.00 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | STRUCTURE No. 3 | | | 0008 202-51328 LUMP| 58500.00000 58500.00| 89507.00000 89507.00| 141000.00000 141000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE No. 3 | | | 0009 202-51330 LUMP| 6500.00000 6500.00| 25329.00000 25329.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0010 202-51368 54.000 m2 | 38.00000 2052.00| 20.00000 1080.00| 11.00000 594.00 SLOPEWALL, REMOVE | | | 0011 202-60820 10589.000 m2 | 1.15000 12177.35| 0.77000 8153.53| 0.72000 7624.08 SURFACE MILLING, ASPHALT | | | 0012 202-60822 60.000 m2 | 15.50000 930.00| 7.99000 479.40| 15.00000 900.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02000 10253.000 m3 | 5.00000 51265.00| 14.48000 148463.44| 15.00000 153795.00 EXCAVATION, COMMON | | | 0014 203-02070 419.000 m3 | 15.00000 6285.00| 9.38000 3930.22| 21.00000 8799.00 BORROW | | | 0015 205-02224 1503.000 m | 4.50000 6763.50| 5.08000 7635.24| 4.70000 7064.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02231 398.000 m | 50.00000 19900.00| 9.00000 3582.00| 38.00000 15124.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02234 15.000 EACH| 55.00000 825.00| 62.15000 932.25| 58.00000 870.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 7.000 EACH| 70.00000 490.00| 79.00300 553.00| 72.50000 507.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-06936 200.000 Mg | 19.25000 3850.00| 12.00000 2400.00| 22.00000 4400.00 TEMPORARY SEDIMENT TRAP | | | 0020 206-51220 199.200 m3 | 600.00000 119520.00| 155.71000 31017.43| 42.00000 8366.40 EXCAVATION, WET | | | 0021 206-51225 24.400 m3 | 25.00000 610.00| 47.80000 1166.32| 28.00000 683.20 EXCAVATION, DRY | | | 0022 206-95975 129.000 m2 | 145.00000 18705.00| 225.00000 29025.00| 125.00000 16125.00 SHEET PILING, STEEL, S 10.7 | | | 0023 208-51500 LUMP| 950.00000 950.00| 3000.00000 3000.00| 3000.00000 3000.00 RESHAPE SPILL SLOPES | | | 0024 211-02060 370.200 m3 | 35.00000 12957.00| 20.68000 7655.74| 35.00000 12957.00 B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 17.100 m3 | 200.00000 3420.00| 160.00000 2736.00| 185.00000 3163.50 FLOWABLE MORTAR | | | 0026 303-52308 11636.000 Mg | 14.00000 162904.00| 16.56000 192692.16| 16.40000 190830.40 COMPACTED AGGREGATE, O, 53 | | | 0027 303-60012 38.300 Mg | 25.00000 957.50| 40.00000 1532.00| 37.00000 1417.10 AGGREGATE, 2 | | | 0028 305-05204 19.000 Mg | 150.00000 2850.00| 170.00000 3230.00| 140.00000 2660.00 HMA FOR PATCHING | | | 0029 401-05437 1672.000 Mg | 39.00000 65208.00| 44.07000 73685.04| 37.00000 61864.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0030 401-05455 4870.000 Mg | 33.00000 160710.00| 36.16000 176099.20| 30.50000 148535.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0031 401-05456 1780.000 Mg | 40.00000 71200.00| 46.33000 82467.40| 37.50000 66750.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 404-05511 5956.000 m2 | 1.35000 8040.60| 1.41000 8397.96| 1.25000 7445.00 SEAL COAT, 2 | | | 0033 405-05517 21.600 Mg | 300.00000 6480.00| 339.00000 7322.40| 295.00000 6372.00 ASPHALT FOR PRIME COAT | | | 0034 406-05520 13.000 Mg | 200.00000 2600.00| 209.00000 2717.00| 185.00000 2405.00 ASPHALT FOR TACK COAT | | | 0035 601-01626 1.000 EACH| 1675.00000 1675.00| 1893.00000 1893.00| 1720.00000 1720.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0036 601-01846 3.000 EACH| 1575.00000 4725.00| 1780.00000 5340.00| 1650.00000 4950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0037 601-02800 12.000 EACH| 900.00000 10800.00| 1017.00000 12204.00| 952.00000 11424.00 GUARDRAIL TRANSITION, TGT | | | 0038 601-94689 9.000 EACH| 1925.00000 17325.00| 2175.00000 19575.00| 3015.00000 27135.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 403.640 m | 29.15000 11766.11| 32.94000 13295.90| 30.55000 12331.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 605-05523 78.000 m | 30.00000 2340.00| 34.00000 2652.00| 28.50000 2223.00 CURB, HMA | | | 0041 610-05527 337.200 Mg | 80.00000 26976.00| 89.27000 30101.84| 77.25000 26048.70 HMA FOR APPROACHES | | | 0042 610-06257 438.000 m2 | 72.00000 31536.00| 47.87000 20967.06| 66.00000 28908.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0043 611-05330 52.000 m2 | 48.00000 2496.00| 36.97000 1922.44| 46.00000 2392.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 12.000 EACH| 160.00000 1920.00| 181.00000 2172.00| 165.00000 1980.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 2.000 EACH| 225.00000 450.00| 254.00000 508.00| 235.00000 470.00 MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06527 3.000 EACH| 320.00000 960.00| 361.00000 1083.00| 330.00000 990.00 MONUMENT, SECTION CORNER | | | 0047 616-02320 2331.000 m2 | 2.25000 5244.75| 1.80000 4195.80| 5.65000 13170.15 GEOTEXTILES | | | 0048 616-06405 2861.000 Mg | 18.50000 52928.50| 18.44000 52756.84| 17.10000 48923.10 RIPRAP, REVETMENT | | | 0049 621-01004 6.000 EACH| 350.00000 2100.00| 396.00000 2376.00| 365.00000 2190.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-01882 250.200 kg | 12.50000 3127.50| 14.13000 3535.33| 13.10000 3277.62 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0051 621-04156 61109.700 m2 | 0.92000 56220.92| 1.04000 63554.09| 0.95000 58054.22 SEEDING, WETLAND | | | 0052 621-06545 8.700 Mg | 570.00000 4959.00| 644.10000 5603.67| 595.00000 5176.50 FERTILIZER | | | 0053 621-06553 528.200 kg | 7.70000 4067.14| 8.70000 4595.34| 8.05000 4252.01 SEED MIXTURE, R | | | 0054 621-06565 27.000 Mg | 440.00000 11880.00| 497.00000 13419.00| 460.00000 12420.00 MULCHING MATERIAL | | | 0055 621-06567 53.200 kL | 1.00000 53.20| 1.13000 60.12| 1.00000 53.20 WATER | | | 0056 621-06575 2954.000 m2 | 5.00000 14770.00| 3.96000 11697.84| 3.65000 10782.10 SODDING, NURSERY | | | 0057 622-52436 10.000 EACH| 28.00000 280.00| 32.00000 320.00| 29.30000 293.00 SIGN, DO NOT MOW OR SPRAY | | | 0058 622-91786 1755.000 EACH| 7.75000 13601.25| 8.75000 15356.25| 8.30000 14566.50 SEEDLING | | | 0060 701-96089 329.600 m | 130.00000 42848.00| 95.00000 31312.00| 120.00000 39552.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0061 701-98649 73.600 m | 285.00000 20976.00| 342.55000 25211.68| 198.00000 14572.80 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0062 702-51005 40.400 m3 | 1325.00000 53530.00| 761.29000 30756.12| 1100.00000 44440.00 CONCRETE, A, SUBSTRUCTURE | | | 0063 702-51015 56.500 m3 | 600.00000 33900.00| 416.51000 23532.82| 675.00000 38137.50 CONCRETE, B, FOOTINGS | | | 0064 702-51863 329.000 EACH| 10.00000 3290.00| 6.00000 1974.00| 10.00000 3290.00 FIELD DRILLED HOLE IN CONCRETE | | | 0065 703-51030 30139.000 kg | 1.00000 30139.00| 1.01000 30440.39| 0.95000 28632.05 REINFORCING STEEL | | | 0066 703-51032 30203.000 kg | 1.15000 34733.45| 1.19000 35941.57| 1.10000 33223.30 REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 326.100 m3 | 700.00000 228270.00| 568.30000 185322.63| 675.00000 220117.50 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-06347 207.400 m | 253.00000 52472.20| 285.89000 59293.59| 265.00000 54961.00 RAILING, CF-1 | | | 0069 709-51821 LUMP| 1300.00000 1300.00| 1125.00000 1125.00| 1400.00000 1400.00 SURFACE SEAL , STR. NO. 1 | | | 0070 709-51821 LUMP| 1300.00000 1300.00| 890.00000 890.00| 2500.00000 2500.00 SURFACE SEAL STRUCTURE No. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 710-51870 15.000 m2 | 465.00000 6975.00| 538.00000 8070.00| 275.00000 4125.00 REPOINTING MASONRY IN STRUCTURES | | | 0072 715-05151 16.000 m | 90.00000 1440.00| 94.63000 1514.08| 93.00000 1488.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0073 715-05154 20.400 m | 100.00000 2040.00| 123.59000 2521.24| 118.00000 2407.20 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0074 715-05169 395.000 m | 90.00000 35550.00| 58.71000 23190.45| 93.50000 36932.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0075 715-05173 43.600 m | 100.00000 4360.00| 79.96000 3486.26| 115.00000 5014.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0076 715-05331 15.000 m | 120.00000 1800.00| 199.77000 2996.55| 120.00000 1800.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0077 715-46005 24.000 EACH| 400.00000 9600.00| 219.40000 5265.60| 245.00000 5880.00 PIPE END SECTION, 375 mm | | | 0078 715-46020 6.000 EACH| 500.00000 3000.00| 336.55000 2019.30| 400.00000 2400.00 PIPE END SECTION, 600 mm | | | 0079 715-46065 2.000 EACH| 450.00000 900.00| 1070.78000 2141.56| 365.00000 730.00 PIPE END SECTION, MIN. AREA .27 m2 | | | 0080 715-91361 388.000 m | 18.00000 6984.00| 4.48000 1738.24| 16.00000 6208.00 PIPE, PVC, 150 mm | | | 0081 720-45270 7.000 EACH| 625.00000 4375.00| 1035.85000 7250.95| 875.00000 6125.00 PIPE CATCH BASIN, 450 mm | | | 0082 722-51401 15.000 m2 | 575.00000 8625.00| 161.40000 2421.00| 485.00000 7275.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0083 722-51842 518.000 m2 | 45.00000 23310.00| 48.00000 24864.00| 40.00000 20720.00 BRIDGE DECK OVERLAY | | | 0084 722-51846 3.000 m3 | 395.00000 1185.00| 395.00000 1185.00| 395.00000 1185.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0085 722-51852 15.000 m2 | 120.00000 1800.00| 107.60000 1614.00| 92.50000 1387.50 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0086 801-04308 5.000 EACH| 350.00000 1750.00| 339.00000 1695.00| 315.00000 1575.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06203 424.000 m | 0.40000 169.60| 0.37000 156.88| 0.35000 148.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0088 801-06207 212.000 m | 3.50000 742.00| 3.53000 748.36| 3.30000 699.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0089 801-06605 17.000 EACH| 125.00000 2125.00| 119.00000 2023.00| 112.00000 1904.00 BARRICADE, IIIA | | | 0090 801-06606 4.000 EACH| 140.00000 560.00| 130.00000 520.00| 122.00000 488.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 801-06625 13.000 EACH| 120.00000 1560.00| 107.00000 1391.00| 100.00000 1300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0092 801-06640 16.000 EACH| 120.00000 1920.00| 107.00000 1712.00| 105.00000 1680.00 CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP| 20829.00000 20829.00| 4610.74000 4610.74| 24819.56000 24819.56 MAINTAINING TRAFFIC | | | 0094 802-05701 29.700 m | 37.55000 1115.24| 42.43000 1260.17| 38.80000 1152.36 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0095 802-76025 5.870 m2 | 181.00000 1062.47| 204.53000 1200.59| 200.00000 1174.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0096 802-76035 1.000 m2 | 200.00000 200.00| 225.00000 225.00| 215.00000 215.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0097 808-06703 4956.000 m | 1.00000 4956.00| 1.11000 5501.16| 1.05000 5203.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0098 808-75051 204.000 m | 3.50000 714.00| 3.92000 799.68| 3.60000 734.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0099 808-75054 62.000 m | 3.50000 217.00| 3.92000 243.04| 3.65000 226.30 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0100 808-75063 27.000 m | 3.65000 98.55| 4.00000 108.00| 3.60000 97.20 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0101 808-75240 621.000 m | 1.05000 652.05| 1.13000 701.73| 1.05000 652.05 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0102 808-75245 415.000 m | 1.05000 435.75| 1.11000 460.65| 1.05000 435.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0103 808-75297 3.000 m | 10.00000 30.00| 11.00000 33.00| 10.00000 30.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0104 603-06040 1080.000 m | 13.45000 14526.00| 15.20000 16416.00| 14.10000 15228.00 FENCE, FARM FIELD, 1190 mm | | | 0105 603-04550 2.000 EACH| 1025.00000 2050.00| 1158.00000 2316.00| 1100.00000 2200.00 FENCE GATE, FARM FIELD, 1190 mm X 7.9 m | | | 0106 701-03753 192.200 m | 180.00000 34596.00| 134.61000 25872.04| 142.00000 27292.40 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 722-60824 303.000 m2 | 12.75000 3863.25| 5.26000 1593.78| 3.75000 1136.25 SURFACE MILLING | | | 0108 202-51330 LUMP| 6500.00000 6500.00| 25329.00000 25329.00| 11500.00000 11500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0109 709-51821 LUMP| 1300.00000 1300.00| 1125.00000 1125.00| 1405.00000 1405.00 SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 1,978,409.88| $ 2,002,686.07| $ 2,059,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,978,409.88| $ 2,002,686.07| $ 2,059,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 12.000 MOS | 1000.00000 12000.00| 1500.00000 18000.00| 1900.00000 22800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| 34000.00000 34000.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 105000.00000 105000.00| 100000.00000 100000.00| 96944.11000 96944.11 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 21000.00000 21000.00| 20000.00000 20000.00| 62000.00000 62000.00 CLEARING RIGHT OF WAY | | | 0007 202-05532 332.000 m2 | 10.00000 3320.00| 10.00000 3320.00| 12.60000 4183.20 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | STRUCTURE No. 3 | | | 0008 202-51328 LUMP| 60000.00000 60000.00| 167000.00000 167000.00| 61425.00000 61425.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE No. 3 | | | 0009 202-51330 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 6825.00000 6825.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0010 202-51368 54.000 m2 | 15.00000 810.00| 30.00000 1620.00| 40.00000 2160.00 SLOPEWALL, REMOVE | | | 0011 202-60820 10589.000 m2 | 1.00000 10589.00| 1.00000 10589.00| 1.45000 15354.05 SURFACE MILLING, ASPHALT | | | 0012 202-60822 60.000 m2 | 20.00000 1200.00| 15.00000 900.00| 12.60000 756.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 10253.000 m3 | 10.00000 102530.00| 15.00000 153795.00| 21.85000 224028.05 EXCAVATION, COMMON | | | 0014 203-02070 419.000 m3 | 20.00000 8380.00| 20.00000 8380.00| 32.00000 13408.00 BORROW | | | 0015 205-02224 1503.000 m | 6.00000 9018.00| 4.00000 6012.00| 4.73000 7109.19 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02231 398.000 m | 35.00000 13930.00| 10.00000 3980.00| 44.27000 17619.46 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02234 15.000 EACH| 73.00000 1095.00| 75.00000 1125.00| 57.75000 866.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 7.000 EACH| 67.00000 469.00| 50.00000 350.00| 73.50000 514.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-06936 200.000 Mg | 50.00000 10000.00| 15.00000 3000.00| 35.00000 7000.00 TEMPORARY SEDIMENT TRAP | | | 0020 206-51220 199.200 m3 | 200.00000 39840.00| 200.00000 39840.00| 630.00000 125496.00 EXCAVATION, WET | | | 0021 206-51225 24.400 m3 | 50.00000 1220.00| 20.00000 488.00| 26.25000 640.50 EXCAVATION, DRY | | | 0022 206-95975 129.000 m2 | 150.00000 19350.00| 150.00000 19350.00| 152.25000 19640.25 SHEET PILING, STEEL, S 10.7 | | | 0023 208-51500 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 997.50000 997.50 RESHAPE SPILL SLOPES | | | 0024 211-02060 370.200 m3 | 35.00000 12957.00| 30.00000 11106.00| 40.00000 14808.00 B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 17.100 m3 | 140.00000 2394.00| 150.00000 2565.00| 210.00000 3591.00 FLOWABLE MORTAR | | | 0026 303-52308 11636.000 Mg | 16.50000 191994.00| 15.00000 174540.00| 18.40000 214102.40 COMPACTED AGGREGATE, O, 53 | | | 0027 303-60012 38.300 Mg | 40.00000 1532.00| 25.00000 957.50| 24.00000 919.20 AGGREGATE, 2 | | | 0028 305-05204 19.000 Mg | 160.00000 3040.00| 132.00000 2508.00| 135.00000 2565.00 HMA FOR PATCHING | | | 0029 401-05437 1672.000 Mg | 40.00000 66880.00| 41.80000 69889.60| 42.00000 70224.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0030 401-05455 4870.000 Mg | 34.00000 165580.00| 38.00000 185060.00| 33.00000 160710.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0031 401-05456 1780.000 Mg | 40.00000 71200.00| 43.00000 76540.00| 39.00000 69420.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0032 404-05511 5956.000 m2 | 1.15000 6849.40| 0.95000 5658.20| 1.50000 8934.00 SEAL COAT, 2 | | | 0033 405-05517 21.600 Mg | 310.00000 6696.00| 330.00000 7128.00| 325.00000 7020.00 ASPHALT FOR PRIME COAT | | | 0034 406-05520 13.000 Mg | 190.00000 2470.00| 220.00000 2860.00| 200.00000 2600.00 ASPHALT FOR TACK COAT | | | 0035 601-01626 1.000 EACH| 1750.00000 1750.00| 1419.00000 1419.00| 1758.75000 1758.75 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0036 601-01846 3.000 EACH| 1600.00000 4800.00| 1705.00000 5115.00| 1653.75000 4961.25 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0037 601-02800 12.000 EACH| 1000.00000 12000.00| 803.00000 9636.00| 945.00000 11340.00 GUARDRAIL TRANSITION, TGT | | | 0038 601-94689 9.000 EACH| 1950.00000 17550.00| 2277.00000 20493.00| 2021.25000 18191.25 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 601-99105 403.640 m | 23.00000 9283.72| 35.20000 14208.12| 30.61000 12355.42 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 605-05523 78.000 m | 32.00000 2496.00| 17.60000 1372.80| 50.00000 3900.00 CURB, HMA | | | 0041 610-05527 337.200 Mg | 82.00000 27650.40| 68.20000 22997.04| 78.00000 26301.60 HMA FOR APPROACHES | | | 0042 610-06257 438.000 m2 | 75.00000 32850.00| 70.00000 30660.00| 78.75000 34492.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0043 611-05330 52.000 m2 | 60.00000 3120.00| 50.00000 2600.00| 75.46000 3923.92 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 12.000 EACH| 165.00000 1980.00| 120.00000 1440.00| 168.00000 2016.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 2.000 EACH| 230.00000 460.00| 150.00000 300.00| 236.25000 472.50 MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06527 3.000 EACH| 325.00000 975.00| 770.00000 2310.00| 336.00000 1008.00 MONUMENT, SECTION CORNER | | | 0047 616-02320 2331.000 m2 | 2.00000 4662.00| 3.25000 7575.75| 2.36000 5501.16 GEOTEXTILES | | | 0048 616-06405 2861.000 Mg | 15.00000 42915.00| 18.00000 51498.00| 19.43000 55589.23 RIPRAP, REVETMENT | | | 0049 621-01004 6.000 EACH| 675.00000 4050.00| 715.00000 4290.00| 367.50000 2205.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-01882 250.200 kg | 10.25000 2564.55| 11.15000 2789.73| 13.13000 3285.13 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0051 621-04156 61109.700 m2 | 0.75000 45832.28| 0.82000 50109.95| 0.97000 59276.41 SEEDING, WETLAND | | | 0052 621-06545 8.700 Mg | 550.00000 4785.00| 594.00000 5167.80| 598.50000 5206.95 FERTILIZER | | | 0053 621-06553 528.200 kg | 8.40000 4436.88| 9.13000 4822.46| 8.09000 4273.14 SEED MIXTURE, R | | | 0054 621-06565 27.000 Mg | 425.00000 11475.00| 451.00000 12177.00| 462.00000 12474.00 MULCHING MATERIAL | | | 0055 621-06567 53.200 kL | 1.00000 53.20| 1.10000 58.52| 1.05000 55.86 WATER | | | 0056 621-06575 2954.000 m2 | 3.75000 11077.50| 3.85000 11372.90| 3.68000 10870.72 SODDING, NURSERY | | | 0057 622-52436 10.000 EACH| 25.00000 250.00| 26.40000 264.00| 29.40000 294.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 622-91786 1755.000 EACH| 13.00000 22815.00| 14.00000 24570.00| 8.14000 14285.70 SEEDLING | | | 0060 701-96089 329.600 m | 180.00000 59328.00| 125.00000 41200.00| 136.50000 44990.40 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0061 701-98649 73.600 m | 180.00000 13248.00| 150.00000 11040.00| 299.25000 22024.80 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0062 702-51005 40.400 m3 | 1500.00000 60600.00| 1250.00000 50500.00| 1391.25000 56206.50 CONCRETE, A, SUBSTRUCTURE | | | 0063 702-51015 56.500 m3 | 700.00000 39550.00| 1000.00000 56500.00| 630.00000 35595.00 CONCRETE, B, FOOTINGS | | | 0064 702-51863 329.000 EACH| 33.00000 10857.00| 9.00000 2961.00| 10.50000 3454.50 FIELD DRILLED HOLE IN CONCRETE | | | 0065 703-51030 30139.000 kg | 1.40000 42194.60| 1.25000 37673.75| 1.05000 31645.95 REINFORCING STEEL | | | 0066 703-51032 30203.000 kg | 1.40000 42284.20| 1.35000 40774.05| 1.21000 36545.63 REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 326.100 m3 | 700.00000 228270.00| 500.00000 163050.00| 735.00000 239683.50 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-06347 207.400 m | 275.00000 57035.00| 264.00000 54753.60| 265.65000 55095.81 RAILING, CF-1 | | | 0069 709-51821 LUMP| 1350.00000 1350.00| 2000.00000 2000.00| 1365.00000 1365.00 SURFACE SEAL , STR. NO. 1 | | | 0070 709-51821 LUMP| 1350.00000 1350.00| 1500.00000 1500.00| 1365.00000 1365.00 SURFACE SEAL STRUCTURE No. 3 | | | 0071 710-51870 15.000 m2 | 50.00000 750.00| 100.00000 1500.00| 488.25000 7323.75 REPOINTING MASONRY IN STRUCTURES | | | 0072 715-05151 16.000 m | 90.00000 1440.00| 100.00000 1600.00| 86.00000 1376.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0073 715-05154 20.400 m | 100.00000 2040.00| 200.00000 4080.00| 134.00000 2733.60 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0074 715-05169 395.000 m | 75.00000 29625.00| 75.00000 29625.00| 70.00000 27650.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0075 715-05173 43.600 m | 90.00000 3924.00| 150.00000 6540.00| 93.00000 4054.80 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0076 715-05331 15.000 m | 100.00000 1500.00| 100.00000 1500.00| 220.00000 3300.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0077 715-46005 24.000 EACH| 850.00000 20400.00| 200.00000 4800.00| 260.00000 6240.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-46020 6.000 EACH| 950.00000 5700.00| 350.00000 2100.00| 330.00000 1980.00 PIPE END SECTION, 600 mm | | | 0079 715-46065 2.000 EACH| 1800.00000 3600.00| 650.00000 1300.00| 400.00000 800.00 PIPE END SECTION, MIN. AREA .27 m2 | | | 0080 715-91361 388.000 m | 15.00000 5820.00| 15.00000 5820.00| 27.00000 10476.00 PIPE, PVC, 150 mm | | | 0081 720-45270 7.000 EACH| 500.00000 3500.00| 750.00000 5250.00| 1400.00000 9800.00 PIPE CATCH BASIN, 450 mm | | | 0082 722-51401 15.000 m2 | 400.00000 6000.00| 50.00000 750.00| 603.75000 9056.25 BRIDGE DECK PATCHING, FULL DEPTH | | | 0083 722-51842 518.000 m2 | 50.00000 25900.00| 50.00000 25900.00| 47.25000 24475.50 BRIDGE DECK OVERLAY | | | 0084 722-51846 3.000 m3 | 395.00000 1185.00| 395.00000 1185.00| 395.00000 1185.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0085 722-51852 15.000 m2 | 150.00000 2250.00| 200.00000 3000.00| 126.00000 1890.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0086 801-04308 5.000 EACH| 310.00000 1550.00| 330.00000 1650.00| 315.00000 1575.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06203 424.000 m | 0.40000 169.60| 0.36000 152.64| 3.00000 1272.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0088 801-06207 212.000 m | 3.15000 667.80| 3.43000 727.16| 3.00000 636.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0089 801-06605 17.000 EACH| 110.00000 1870.00| 115.00000 1955.00| 110.25000 1874.25 BARRICADE, IIIA | | | 0090 801-06606 4.000 EACH| 120.00000 480.00| 125.00000 500.00| 120.75000 483.00 BARRICADE, IIIB | | | 0091 801-06625 13.000 EACH| 100.00000 1300.00| 105.00000 1365.00| 99.75000 1296.75 DETOUR ROUTE MARKER ASSEMBLY | | | 0092 801-06640 16.000 EACH| 100.00000 1600.00| 105.00000 1680.00| 99.75000 1596.00 CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0094 802-05701 29.700 m | 37.75000 1121.18| 52.80000 1568.16| 39.43000 1171.07 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0095 802-76025 5.870 m2 | 185.00000 1085.95| 220.00000 1291.40| 190.05000 1115.59 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0096 802-76035 1.000 m2 | 205.00000 205.00| 357.50000 357.50| 210.00000 210.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 808-06703 4956.000 m | 1.00000 4956.00| 1.08000 5352.48| 1.03000 5104.68 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0098 808-75051 204.000 m | 4.05000 826.20| 3.81000 777.24| 3.64000 742.56 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0099 808-75054 62.000 m | 4.05000 251.10| 3.81000 236.22| 3.64000 225.68 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0100 808-75063 27.000 m | 3.60000 97.20| 3.90000 105.30| 3.73000 100.71 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0101 808-75240 621.000 m | 1.05000 652.05| 1.10000 683.10| 1.05000 652.05 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0102 808-75245 415.000 m | 1.00000 415.00| 1.08000 448.20| 1.03000 427.45 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0103 808-75297 3.000 m | 9.60000 28.80| 10.50000 31.50| 10.00000 30.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0104 603-06040 1080.000 m | 13.50000 14580.00| 17.00000 18360.00| 14.12000 15249.60 FENCE, FARM FIELD, 1190 mm | | | 0105 603-04550 2.000 EACH| 1050.00000 2100.00| 1095.00000 2190.00| 1076.25000 2152.50 FENCE GATE, FARM FIELD, 1190 mm X 7.9 m | | | 0106 701-03753 192.200 m | 185.00000 35557.00| 125.00000 24025.00| 189.00000 36325.80 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0107 722-60824 303.000 m2 | 8.00000 2424.00| 10.00000 3030.00| 13.39000 4057.17 SURFACE MILLING | | | 0108 202-51330 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 6825.00000 6825.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0109 709-51821 LUMP| 1350.00000 1350.00| 2000.00000 2000.00| 1365.00000 1365.00 SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 2,117,162.61| $ 2,161,696.67| $ 2,317,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,117,162.61| $ 2,161,696.67| $ 2,317,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 | | |FORCE CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 12.000 MOS | 1415.63300 16987.60| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 32400.00000 32400.00| | CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 130943.52000 130943.52| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 32762.13000 32762.13| | CLEARING RIGHT OF WAY | | | 0007 202-05532 332.000 m2 | 5.00000 1660.00| | OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | STRUCTURE No. 3 | | | 0008 202-51328 LUMP| 121758.80000 121758.80| | PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE No. 3 | | | 0009 202-51330 LUMP| 8003.93000 8003.93| | PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0010 202-51368 54.000 m2 | 22.82000 1232.28| | SLOPEWALL, REMOVE | | | 0011 202-60820 10589.000 m2 | 0.65000 6882.85| | SURFACE MILLING, ASPHALT | | | 0012 202-60822 60.000 m2 | 5.00000 300.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 10253.000 m3 | 16.56600 169851.20| | EXCAVATION, COMMON | | | 0014 203-02070 419.000 m3 | 30.56800 12807.99| | BORROW | | | 0015 205-02224 1503.000 m | 5.90000 8867.70| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02231 398.000 m | 28.54100 11359.32| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02234 15.000 EACH| 70.00000 1050.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 7.000 EACH| 65.00000 455.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 | | |FORCE CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-06936 200.000 Mg | 74.17400 14834.80| | TEMPORARY SEDIMENT TRAP | | | 0020 206-51220 199.200 m3 | 39.69000 7906.25| | EXCAVATION, WET | | | 0021 206-51225 24.400 m3 | 57.60500 1405.56| | EXCAVATION, DRY | | | 0022 206-95975 129.000 m2 | 207.27500 26738.48| | SHEET PILING, STEEL, S 10.7 | | | 0023 208-51500 LUMP| 15139.46000 15139.46| | RESHAPE SPILL SLOPES | | | 0024 211-02060 370.200 m3 | 27.12300 10040.93| | B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 17.100 m3 | 104.08800 1779.90| | FLOWABLE MORTAR | | | 0026 303-52308 11636.000 Mg | 16.78400 195298.62| | COMPACTED AGGREGATE, O, 53 | | | 0027 303-60012 38.300 Mg | 39.40600 1509.25| | AGGREGATE, 2 | | | 0028 305-05204 19.000 Mg | 120.00000 2280.00| | HMA FOR PATCHING | | | 0029 401-05437 1672.000 Mg | 38.00000 63536.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0030 401-05455 4870.000 Mg | 34.50000 168015.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0031 401-05456 1780.000 Mg | 39.00000 69420.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0032 404-05511 5956.000 m2 | 0.85000 5062.60| | SEAL COAT, 2 | | | 0033 405-05517 21.600 Mg | 300.00000 6480.00| | ASPHALT FOR PRIME COAT | | | 0034 406-05520 13.000 Mg | 200.00000 2600.00| | ASPHALT FOR TACK COAT | | | 0035 601-01626 1.000 EACH| 1290.00000 1290.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0036 601-01846 3.000 EACH| 1550.00000 4650.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0037 601-02800 12.000 EACH| 730.00000 8760.00| | GUARDRAIL TRANSITION, TGT | | | 0038 601-94689 9.000 EACH| 2070.00000 18630.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 | | |FORCE CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 601-99105 403.640 m | 32.00000 12916.48| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 605-05523 78.000 m | 16.00000 1248.00| | CURB, HMA | | | 0041 610-05527 337.200 Mg | 62.00000 20906.40| | HMA FOR APPROACHES | | | 0042 610-06257 438.000 m2 | 61.20100 26806.04| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0043 611-05330 52.000 m2 | 78.17900 4065.31| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 12.000 EACH| 110.00000 1320.00| | MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 2.000 EACH| 135.00000 270.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06527 3.000 EACH| 700.00000 2100.00| | MONUMENT, SECTION CORNER | | | 0047 616-02320 2331.000 m2 | 2.71400 6326.33| | GEOTEXTILES | | | 0048 616-06405 2861.000 Mg | 20.40500 58378.71| | RIPRAP, REVETMENT | | | 0049 621-01004 6.000 EACH| 650.00000 3900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-01882 250.200 kg | 10.15000 2539.53| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0051 621-04156 61109.700 m2 | 0.74000 45221.18| | SEEDING, WETLAND | | | 0052 621-06545 8.700 Mg | 540.00000 4698.00| | FERTILIZER | | | 0053 621-06553 528.200 kg | 8.30000 4384.06| | SEED MIXTURE, R | | | 0054 621-06565 27.000 Mg | 410.00000 11070.00| | MULCHING MATERIAL | | | 0055 621-06567 53.200 kL | 1.00000 53.20| | WATER | | | 0056 621-06575 2954.000 m2 | 3.50000 10339.00| | SODDING, NURSERY | | | 0057 622-52436 10.000 EACH| 20.00000 200.00| | SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 | | |FORCE CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 622-91786 1755.000 EACH| 12.47000 21884.85| | SEEDLING | | | 0060 701-96089 329.600 m | 173.49500 57183.95| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0061 701-98649 73.600 m | 238.11500 17525.26| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0062 702-51005 40.400 m3 | 777.90800 31427.48| | CONCRETE, A, SUBSTRUCTURE | | | 0063 702-51015 56.500 m3 | 2107.86200 119094.20| | CONCRETE, B, FOOTINGS | | | 0064 702-51863 329.000 EACH| 12.22400 4021.70| | FIELD DRILLED HOLE IN CONCRETE | | | 0065 703-51030 30139.000 kg | 1.01200 30500.67| | REINFORCING STEEL | | | 0066 703-51032 30203.000 kg | 1.14200 34491.83| | REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 326.100 m3 | 1013.03300 330350.06| | CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-06347 207.400 m | 240.00000 49776.00| | RAILING, CF-1 | | | 0069 709-51821 LUMP| 1300.00000 1300.00| | SURFACE SEAL , STR. NO. 1 | | | 0070 709-51821 LUMP| 1300.00000 1300.00| | SURFACE SEAL STRUCTURE No. 3 | | | 0071 710-51870 15.000 m2 | 115.52200 1732.83| | REPOINTING MASONRY IN STRUCTURES | | | 0072 715-05151 16.000 m | 220.11800 3521.89| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0073 715-05154 20.400 m | 206.60800 4214.80| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0074 715-05169 395.000 m | 51.09400 20182.13| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0075 715-05173 43.600 m | 114.42100 4988.76| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0076 715-05331 15.000 m | 390.70000 5860.50| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0077 715-46005 24.000 EACH| 299.23300 7181.59| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 | | |FORCE CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-46020 6.000 EACH| 359.25300 2155.52| | PIPE END SECTION, 600 mm | | | 0079 715-46065 2.000 EACH| 1609.18500 3218.37| | PIPE END SECTION, MIN. AREA .27 m2 | | | 0080 715-91361 388.000 m | 15.67000 6079.96| | PIPE, PVC, 150 mm | | | 0081 720-45270 7.000 EACH| 600.04100 4200.29| | PIPE CATCH BASIN, 450 mm | | | 0082 722-51401 15.000 m2 | 467.24500 7008.68| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0083 722-51842 518.000 m2 | 62.53200 32391.58| | BRIDGE DECK OVERLAY | | | 0084 722-51846 3.000 m3 | 395.00000 1185.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0085 722-51852 15.000 m2 | 144.37100 2165.57| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0086 801-04308 5.000 EACH| 300.00000 1500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06203 424.000 m | 0.33000 139.92| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0088 801-06207 212.000 m | 3.12000 661.44| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0089 801-06605 17.000 EACH| 105.00000 1785.00| | BARRICADE, IIIA | | | 0090 801-06606 4.000 EACH| 115.00000 460.00| | BARRICADE, IIIB | | | 0091 801-06625 13.000 EACH| 95.00000 1235.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0092 801-06640 16.000 EACH| 95.00000 1520.00| | CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP| 35508.10000 35508.10| | MAINTAINING TRAFFIC | | | 0094 802-05701 29.700 m | 48.00000 1425.60| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0095 802-76025 5.870 m2 | 200.00000 1174.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0096 802-76035 1.000 m2 | 325.00000 325.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 193 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,753.23 ROUTE : CR 400 NORTH CALL ORDER : 193 CONTRACT ID : R -25971-A COUNTIES : SHELBY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 | | |FORCE CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 808-06703 4956.000 m | 0.98000 4856.88| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0098 808-75051 204.000 m | 3.47000 707.88| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0099 808-75054 62.000 m | 3.47000 215.14| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0100 808-75063 27.000 m | 3.55000 95.85| | LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0101 808-75240 621.000 m | 1.00000 621.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0102 808-75245 415.000 m | 0.98000 406.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0103 808-75297 3.000 m | 9.50000 28.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0104 603-06040 1080.000 m | 15.50000 16740.00| | FENCE, FARM FIELD, 1190 mm | | | 0105 603-04550 2.000 EACH| 995.00000 1990.00| | FENCE GATE, FARM FIELD, 1190 mm X 7.9 m | | | 0106 701-03753 192.200 m | 192.66000 37029.25| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0107 722-60824 303.000 m2 | 5.00000 1515.00| | SURFACE MILLING | | | 0108 202-51330 LUMP| 8003.93000 8003.93| | PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0109 709-51821 LUMP| 1300.00000 1300.00| | SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 2,323,629.07| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,323,629.07| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 203 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,059.99 ROUTE : SR 66 CALL ORDER : 203 CONTRACT ID : R -26024-A COUNTIES : WARRICK LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 03/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 006700V SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1757738 NAAS & SONS INC. $ 57,406.61 100.0000% 2 35-1284120 KOBERSTEIN TRUCKING $ 65,848.45 114.7053% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 162,313.20 282.7430% ==================================================================================================================================== |(1) 35-1757738 |(2) 35-1284120 |(3) 35-2070195 |NAAS & SONS INC. |KOBERSTEIN TRUCKING |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 AND FOUNDATIONS | | | 0001 202-03000 LUMP| 18750.00000 18750.00| 12000.00000 12000.00| 60000.00000 60000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0002 202-03000 LUMP| 3900.00000 3900.00| 750.00000 750.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0003 202-03000 LUMP| 3050.00000 3050.00| 2850.00000 2850.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0004 621-01004 1.000 EACH| 1280.00000 1280.00| 715.00000 715.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.814 Mg | 1.00000 1.81| 610.50000 1107.45| 800.00000 1451.20 FERTILIZER | | | 0006 621-06553 380.000 kg | 0.01000 3.80| 9.50000 3610.00| 5.00000 1900.00 SEED MIXTURE, R | | | 0007 621-06565 9.000 Mg | 1.00000 9.00| 506.00000 4554.00| 400.00000 3600.00 MULCHING MATERIAL | | | 0008 202-06580 50.000 m3 | 180.00000 9000.00| 125.00000 6250.00| 95.00000 4750.00 CONTAMINATED SOIL, REMOVE | | | 0009 202-05571 5.000 EACH| 500.00000 2500.00| 1760.00000 8800.00| 500.00000 2500.00 TESTING FOR WASTES | | | 0010 202-04354 60560.000 L | 0.20000 12112.00| 0.20000 12112.00| 0.20000 12112.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, B | | | 0011 202-05823 1.000 EACH| 800.00000 800.00| 2100.00000 2100.00| 5000.00000 5000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 11400 LITERS CAPACITY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 203 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,059.99 ROUTE : SR 66 CALL ORDER : 203 CONTRACT ID : R -26024-A COUNTIES : WARRICK LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1757738 |(2) 35-1284120 |(3) 35-2070195 |NAAS & SONS INC. |KOBERSTEIN TRUCKING |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-05824 2.000 EACH| 1000.00000 2000.00| 2600.00000 5200.00| 7500.00000 15000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 11400 THROUGH 22800 LITERS | | | CAPACITY | | | 0013 202-05826 2.000 EACH| 2000.00000 4000.00| 2900.00000 5800.00| 10000.00000 20000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 39000 LITERS CAPACITY | | | SECTION TOTALS | $ 57,406.61| $ 65,848.45| $ 162,313.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 57,406.61| $ 65,848.45| $ 162,313.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 207 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,192.45 ROUTE : 56 CALL ORDER : 207 CONTRACT ID : R -26044-B COUNTIES : OHIO LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : DEVL006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,423,310.00 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 1,810,716.30 127.2186% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-01925 11.000 MOS | 900.00000 9900.00| 843.08000 9273.88| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 25800.00000 25800.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 69000.00000 69000.00| 87123.52000 87123.52| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13400.00000 13400.00| 4860.00000 4860.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 19.000 m2 | 25.00000 475.00| 15.40000 292.60| PAVEMENT, REMOVE | | | 0006 202-60820 480.000 m2 | 10.00000 4800.00| 7.09000 3403.20| SURFACE MILLING, ASPHALT | | | 0007 202-99187 113.000 m | 5.00000 565.00| 2.00000 226.00| FENCE, FARM FIELD, REMOVE | | | 0008 203-02080 1.680 km | 106000.00000 178080.00| 184705.00000 310304.40| LINEAR GRADING | | | 0009 205-02224 1411.000 m | 5.25000 7407.75| 5.75000 8113.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 283.000 m | 8.00000 2264.00| 12.10000 3424.30| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 12.000 EACH| 70.00000 840.00| 70.00000 840.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 207-02045 4960.000 m3 | 2.50000 12400.00| 5.90000 29264.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 74.000 m3 | 29.00000 2146.00| 46.30000 3426.20| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 207 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,192.45 ROUTE : 56 CALL ORDER : 207 CONTRACT ID : R -26044-B COUNTIES : OHIO LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52308 3430.000 Mg | 19.75000 67742.50| 20.46000 70177.80| COMPACTED AGGREGATE, O, 53 | | | 0015 305-05206 1489.000 Mg | 63.00000 93807.00| 47.87000 71278.43| WIDENING WITH HMA | | | 0016 401-05437 11208.000 Mg | 29.00000 325032.00| 36.03000 403824.24| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 3758.000 Mg | 30.00000 112740.00| 39.17000 147200.86| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 1774.000 Mg | 38.00000 67412.00| 43.19000 76619.06| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-06264 LUMP| 2550.00000 2550.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0020 402-05481 1188.000 Mg | 35.00000 41580.00| 41.69000 49527.72| HMA BASE 25.0 mm, SHOULDER | | | 0021 402-05490 328.000 Mg | 45.00000 14760.00| 52.91000 17354.48| HMA SURFACE 9.5 mm, SHOULDER | | | 0022 405-05517 12.400 Mg | 275.00000 3410.00| 394.77000 4895.15| ASPHALT FOR PRIME COAT | | | 0023 406-05520 20.900 Mg | 200.00000 4180.00| 436.49000 9122.64| ASPHALT FOR TACK COAT | | | 0024 601-04746 12.000 EACH| 5400.00000 64800.00| 6300.00000 75600.00| ENERGY ABSORBING TERMINAL, CZ | | | 0025 602-06646 1490.000 m | 42.00000 62580.00| 90.54000 134904.60| TEMPORARY CONCRETE BARRIER | | | 0026 603-06040 2162.000 m | 13.00000 28106.00| 11.00000 23782.00| FENCE, FARM FIELD, 1190 mm | | | 0027 610-05527 483.000 Mg | 63.00000 30429.00| 62.22000 30052.26| HMA FOR APPROACHES | | | 0028 611-05330 45.000 m2 | 50.00000 2250.00| 31.00000 1395.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 611-06497 14.000 EACH| 200.00000 2800.00| 140.00000 1960.00| MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 17.000 EACH| 120.00000 2040.00| 130.00000 2210.00| RIGHT OF WAY MARKER | | | 0031 615-06505 11.000 EACH| 450.00000 4950.00| 420.00000 4620.00| MONUMENT, B | | | 0032 616-02320 380.000 m2 | 2.50000 950.00| 2.30000 874.00| GEOTEXTILES | | | 0033 616-06406 332.000 m2 | 29.00000 9628.00| 17.20000 5710.40| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 207 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,192.45 ROUTE : 56 CALL ORDER : 207 CONTRACT ID : R -26044-B COUNTIES : OHIO LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01004 2.000 EACH| 550.00000 1100.00| 660.00000 1320.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06560 17426.000 m2 | 0.35000 6099.10| 0.40000 6970.40| MULCHED SEEDING, U | | | 0036 621-06567 33.000 kL | 10.00000 330.00| 1.00000 33.00| WATER | | | 0037 621-06574 7416.000 m2 | 3.95000 29293.20| 3.70000 27439.20| SODDING | | | 0038 715-05149 72.000 m | 80.00000 5760.00| 104.00000 7488.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05151 63.000 m | 100.00000 6300.00| 115.00000 7245.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-46000 17.000 EACH| 195.00000 3315.00| 293.00000 4981.00| PIPE END SECTION, 300 mm | | | 0041 715-46005 3.000 EACH| 210.00000 630.00| 352.00000 1056.00| PIPE END SECTION, 375 mm | | | 0042 720-90984 1.000 EACH| 2500.00000 2500.00| 2755.00000 2755.00| MANHOLE, C2 | | | 0043 801-04308 4.000 EACH| 380.00000 1520.00| 360.00000 1440.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06207 8702.000 m | 2.25000 19579.50| 3.25000 28281.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06605 9.000 EACH| 150.00000 1350.00| 120.00000 1080.00| BARRICADE, IIIA | | | 0046 801-06640 16.000 EACH| 150.00000 2400.00| 168.00000 2688.00| CONSTRUCTION SIGN, A | | | 0047 801-06710 330.000 DAY | 17.00000 5610.00| 83.91000 27690.30| FLASHING ARROW SIGN | | | 0048 801-06775 LUMP| 35524.45000 35524.45| 42917.87000 42917.87| MAINTAINING TRAFFIC | | | 0049 802-05701 8.800 m | 50.00000 440.00| 38.00000 334.40| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76030 1.800 m2 | 200.00000 360.00| 185.20000 333.36| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0051 802-94715 LUMP| 550.00000 550.00| 500.00000 500.00| SIGNS, SHEET, REMOVE AND RESET | | | 0052 808-06713 4910.000 m | 0.50000 2455.00| 0.27000 1325.70| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 207 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,192.45 ROUTE : 56 CALL ORDER : 207 CONTRACT ID : R -26044-B COUNTIES : OHIO LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06714 4820.000 m | 0.50000 2410.00| 0.27000 1301.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-75205 3648.000 m | 1.75000 6384.00| 1.24000 4523.52| LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0055 808-75245 5230.000 m | 1.75000 9152.50| 1.24000 6485.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75297 29.000 m | 21.00000 609.00| 16.50000 478.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0057 808-75320 9.000 EACH| 95.00000 855.00| 82.00000 738.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0058 808-75325 9.000 EACH| 125.00000 1125.00| 111.00000 999.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0059 808-75996 71.000 EACH| 25.00000 1775.00| 8.26000 586.46| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 271.000 EACH| 29.00000 7859.00| 30.50000 8265.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,423,310.00| $ 1,810,716.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,423,310.00| $ 1,810,716.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 213 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,560.47 ROUTE : I-465 CALL ORDER : 213 CONTRACT ID : R -26047-A COUNTIES : MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 03/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540SR SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 18,979.82 100.0000% 2 35-1924539 B & C WRECKING & EXCAVATING INC. $ 19,403.16 102.2304% 3 35-1817574 YARDBERRY LANDSCAPE $ 19,631.70 103.4345% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 20,592.21 108.4952% 5 35-1643025 BOL-LAN CONSTRUCTION CO IRREGULAR BID $ 26,345.97 138.8104% 6 35-6264243 POWELL CONSTRUCTION & REMODELING CO. INC. IRREGULAR BID $ 35,806.32 188.6546% 7 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 82,053.60 432.3202% ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1924539 |(3) 35-1817574 |HAUER EXCAVATING |B & C WRECKING & EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATION | | | 0001 202-03000 LUMP| 8878.00000 8878.00| 8800.00000 8800.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0002 202-03135 18.280 m2 | 46.50000 850.00| 82.00000 1498.96| 65.00000 1188.20 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0003 621-01004 1.000 EACH| 500.00000 500.00| 600.00000 600.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 260.00000 235.82| 600.00000 544.20| 500.00000 453.50 FERTILIZER | | | 0005 621-06554 190.000 kg | 2.40000 456.00| 9.00000 1710.00| 1.00000 190.00 SEED MIXTURE, U | | | 0006 621-06565 4.500 Mg | 120.00000 540.00| 500.00000 2250.00| 200.00000 900.00 MULCHING MATERIAL | | | 0007 211-02050 400.000 m3 | 18.80000 7520.00| 10.00000 4000.00| 16.00000 6400.00 B BORROW | | | SECTION TOTALS | $ 18,979.82| $ 19,403.16| $ 19,631.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,979.82| $ 19,403.16| $ 19,631.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 213 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,560.47 ROUTE : I-465 CALL ORDER : 213 CONTRACT ID : R -26047-A COUNTIES : MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1643025 |(6) 35-6264243 |BEATY CONSTRUCTION, INC. |BOL-LAN CONSTRUCTION CO |POWELL CONSTRUCTION & REMODE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATION | | | 0001 202-03000 LUMP| 14000.00000 14000.00| 9797.20000 9797.20| 21000.00000 21000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0002 202-03135 18.280 m2 | 55.00000 1005.40| 127.36000 2328.14| 57.43000 1049.82 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0003 621-01004 1.000 EACH| 250.00000 250.00| 412.50000 412.50| 7000.00000 7000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 330.00000 299.31| 704.00000 638.53| 148.84000 135.00 FERTILIZER | | | 0005 621-06554 190.000 kg | 2.50000 475.00| 9.79000 1860.10| 28.55000 5424.50 SEED MIXTURE, U | | | 0006 621-06565 4.500 Mg | 125.00000 562.50| 715.00000 3217.50| 186.00000 837.00 MULCHING MATERIAL | | | 0007 211-02050 400.000 m3 | 10.00000 4000.00| 20.23000 8092.00| 0.90000 360.00 B BORROW | | | SECTION TOTALS | $ 20,592.21| $ 26,345.97| $ 35,806.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,592.21| $ 26,345.97| $ 35,806.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 213 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,560.47 ROUTE : I-465 CALL ORDER : 213 CONTRACT ID : R -26047-A COUNTIES : MARION LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2070195 | | |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 AND FOUNDATION | | | 0001 202-03000 LUMP| 65000.00000 65000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0002 202-03135 18.280 m2 | 100.00000 1828.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0003 621-01004 1.000 EACH| 1000.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 800.00000 725.60| | FERTILIZER | | | 0005 621-06554 190.000 kg | 10.00000 1900.00| | SEED MIXTURE, U | | | 0006 621-06565 4.500 Mg | 800.00000 3600.00| | MULCHING MATERIAL | | | 0007 211-02050 400.000 m3 | 20.00000 8000.00| | B BORROW | | | SECTION TOTALS | $ 82,053.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 82,053.60| | ====================================================================================================================================