INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 110 CONTRACT ID : R -23811-A COUNTIES : ST. JOSEPH LETTING DATE : 07/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/18/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,196,681.62 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,479,364.59 123.6222% 3 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 1,492,698.90 124.7365% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 1,793,377.15 149.8625% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 869,825.72 ROUTE : BIKE CALL ORDER : 120 CONTRACT ID : R -23917-A COUNTIES : ELKHART LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/18/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 813,581.34 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 848,875.67 104.3381% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 913,203.12 112.2448% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 942,335.95 115.8256% 5 35-1561256 KASER-SPRAKER CONSTRUCTION $ 1,088,351.76 133.7729% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-01925 12.000 MOS | 1000.00000 12000.00| 950.00000 11400.00| 1430.00000 17160.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 21570.00000 21570.00| 20425.00000 20425.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40670.00000 40670.00| 42450.00000 42450.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 21170.00000 21170.00| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 554.000 m2 | 0.10000 55.40| 10.00000 5540.00| 12.50000 6925.00 PAVEMENT, REMOVE | | | 0006 202-02278 320.000 m | 9.50000 3040.00| 18.00000 5760.00| 31.50000 10080.00 CURB, CONCRETE, REMOVE | | | 0007 202-91840 485.380 m | 5.44000 2640.47| 7.00000 3397.66| 3.25000 1577.49 FENCE, CHAIN LINK, REMOVE | | | 0008 203-02000 1999.000 m3 | 20.40000 40779.60| 15.50000 30984.50| 19.90000 39780.10 EXCAVATION, COMMON | | | 0009 203-02070 452.000 m3 | 11.50000 5198.00| 17.50000 7910.00| 19.90000 8994.80 BORROW | | | 0010 203-03258 1.000 EACH| 5735.00000 5735.00| 2900.00000 2900.00| 6670.00000 6670.00 DRYWELL | | | 0011 205-02224 230.000 m | 6.12000 1407.60| 6.60000 1518.00| 6.12000 1407.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02237 6.000 EACH| 50.00000 300.00| 54.00000 324.00| 50.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 869,825.72 ROUTE : BIKE CALL ORDER : 120 CONTRACT ID : R -23917-A COUNTIES : ELKHART LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-04075 86.000 Mg | 12.00000 1032.00| 27.00000 2322.00| 30.00000 2580.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0014 303-52308 3320.000 Mg | 12.00000 39840.00| 16.60000 55112.00| 15.80000 52456.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 305-05204 21.250 Mg | 400.00000 8500.00| 135.00000 2868.75| 135.00000 2868.75 HMA FOR PATCHING | | | 0016 402-05473 679.560 Mg | 33.00000 22425.48| 52.00000 35337.12| 45.00000 30580.20 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0017 402-05477 485.400 Mg | 36.00000 17474.40| 65.00000 31551.00| 52.00000 25240.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 406-05520 1.760 Mg | 175.00000 308.00| 265.00000 466.40| 410.00000 721.60 ASPHALT FOR TACK COAT | | | 0019 501-05050 50.600 m2 | 100.00000 5060.00| 27.50000 1391.50| 79.00000 3997.40 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 150 mm | | | 0020 603-04244 3.000 EACH| 1025.00000 3075.00| 2420.00000 7260.00| 2840.00000 8520.00 GATE , TRAIL | | | 0021 603-04847 1.000 EACH| 650.00000 650.00| 770.00000 770.00| 720.00000 720.00 FENCE GATE , CHAIN LINK, 1820 mm x 4.9 | | | m DOUBLE LEAF | | | 0022 603-06065 288.000 m | 15.00000 4320.00| 36.00000 10368.00| 34.20000 9849.60 FENCE, CHAIN LINK, RESET | | | 0023 603-06730 2.000 EACH| 275.00000 550.00| 460.00000 920.00| 430.00000 860.00 FENCE GATE, CHAIN LINK, 1820 mm X 1.8 m | | | 0024 603-92636 9.000 m | 39.11000 351.99| 43.00000 387.00| 40.00000 360.00 FENCE, CHAIN LINK, 1830 mm | | | 0025 604-04310 162.000 m2 | 50.62000 8200.44| 64.00000 10368.00| 50.62000 8200.44 CONCRETE PAVING, PATTERNED | | | 0026 604-06069 72.000 m2 | 64.00000 4608.00| 29.00000 2088.00| 53.40000 3844.80 CURB RAMP, CONCRETE | | | 0027 604-06070 3778.000 m2 | 25.50000 96339.00| 25.70000 97094.60| 34.00000 128452.00 SIDEWALK, CONCRETE , TYPE A | | | 0028 604-06070 391.000 m2 | 33.90000 13254.90| 26.00000 10166.00| 56.00000 21896.00 SIDEWALK, CONCRETE , TYPE B | | | 0029 604-06070 632.600 m2 | 35.00000 22141.00| 27.50000 17396.50| 56.00000 35425.60 SIDEWALK, CONCRETE , TYPE C | | | 0030 605-06120 242.390 m | 53.00000 12846.67| 51.00000 12361.89| 80.00000 19391.20 CURB, CONCRETE | | | 0031 611-03671 2.000 EACH| 1600.00000 3200.00| 1145.00000 2290.00| 1450.00000 2900.00 TRASH RECEPTACLE | | | 0032 611-03864 10.000 EACH| 575.00000 5750.00| 300.00000 3000.00| 500.00000 5000.00 BICYCLE RACK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 869,825.72 ROUTE : BIKE CALL ORDER : 120 CONTRACT ID : R -23917-A COUNTIES : ELKHART LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06490 11.000 EACH| 119.00000 1309.00| 140.00000 1540.00| 200.00000 2200.00 RIGHT OF WAY MARKER | | | 0034 615-06496 9.000 EACH| 32.00000 288.00| 40.00000 360.00| 50.00000 450.00 PARKING BARRIER , CONCRETE | | | 0035 615-97768 9.000 EACH| 32.00000 288.00| 16.00000 144.00| 34.00000 306.00 PARKING BARRIER, RESET | | | 0036 621-01004 1.000 EACH| 825.00000 825.00| 890.00000 890.00| 825.00000 825.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-04317 8300.000 m2 | 0.85000 7055.00| 0.90000 7470.00| 0.85000 7055.00 MULCHED SEEDING , HYRO-SEED | | | 0039 621-06570 830.000 m3 | 5.00000 4150.00| 23.00000 19090.00| 34.00000 28220.00 TOP SOIL | | | 0040 621-91019 100.000 m2 | 2.62000 262.00| 2.80000 280.00| 2.62000 262.00 STRAW MAT | | | 0041 621-93582 28.000 m3 | 392.00000 10976.00| 420.00000 11760.00| 392.00000 10976.00 MULCH, STONE | | | 0042 621-98038 115.810 m3 | 103.00000 11928.43| 110.00000 12739.10| 103.00000 11928.43 MULCH, HARDWOOD SHREDDED BARK | | | 0043 622-05640 227.000 EACH| 64.00000 14528.00| 69.00000 15663.00| 64.00000 14528.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0044 622-05641 247.000 EACH| 62.00000 15314.00| 66.00000 16302.00| 62.00000 15314.00 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0045 622-05650 241.000 EACH| 519.00000 125079.00| 560.00000 134960.00| 519.00000 125079.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0046 622-05651 11.000 EACH| 558.00000 6138.00| 600.00000 6600.00| 558.00000 6138.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0047 622-05653 90.000 EACH| 1.65000 148.50| 1.75000 157.50| 1.65000 148.50 PLANT, GROUND COVER | | | 0048 622-05654 80.000 EACH| 12.50000 1000.00| 13.00000 1040.00| 12.50000 1000.00 PLANT, PERENNIAL | | | 0049 622-05654 363.000 EACH| 20.50000 7441.50| 22.00000 7986.00| 20.50000 7441.50 PLANT, PERENNIAL ORNAMENTAL GRASS, 2 GAL| | | 0050 712-03812 4.000 EACH| 1725.00000 6900.00| 1510.00000 6040.00| 1585.00000 6340.00 BENCH | | | 0051 720-04790 1.000 EACH| 0.25000 0.25| 400.00000 400.00| 253.00000 253.00 CASTING CURB BOX , TYPE 10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 869,825.72 ROUTE : BIKE CALL ORDER : 120 CONTRACT ID : R -23917-A COUNTIES : ELKHART LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 720-04790 1.000 EACH| 0.25000 0.25| 325.00000 325.00| 172.00000 172.00 CASTING FRAME, TYPE 10 | | | 0053 720-04790 1.000 EACH| 0.25000 0.25| 310.00000 310.00| 172.00000 172.00 CASTING GRATE, TYPE 10 | | | 0054 720-44000 11.000 EACH| 360.00000 3960.00| 265.00000 2915.00| 250.00000 2750.00 CASTING, ADJUST TO GRADE | | | 0055 720-45045 1.000 EACH| 1600.00000 1600.00| 1800.00000 1800.00| 1275.00000 1275.00 INLET, J10 | | | 0056 801-06606 16.000 EACH| 149.00000 2384.00| 580.00000 9280.00| 149.00000 2384.00 BARRICADE, IIIB | | | 0057 801-06640 14.000 EACH| 79.00000 1106.00| 285.00000 3990.00| 79.00000 1106.00 CONSTRUCTION SIGN, A | | | 0058 801-06775 LUMP| 43500.00000 43500.00| 19900.00000 19900.00| 20070.00000 20070.00 MAINTAINING TRAFFIC | | | 0059 802-03865 42.000 m | 300.70000 12629.40| 285.00000 11970.00| 370.00000 15540.00 SIGN, TRAIL TRAFFIC | | | 0060 802-04314 5.000 EACH| 1283.00000 6415.00| 1580.00000 7900.00| 1283.00000 6415.00 SIGN , IDENTITY | | | 0061 802-04314 6.000 EACH| 2679.00000 16074.00| 6200.00000 37200.00| 2679.00000 16074.00 SIGN , INFORMATIVE | | | 0062 802-04314 8.000 EACH| 254.00000 2032.00| 300.00000 2400.00| 254.00000 2032.00 SIGN , PEDESTRIAN STOP | | | 0063 802-04314 10.000 EACH| 399.00000 3990.00| 440.00000 4400.00| 399.00000 3990.00 SIGN , TRAIL MARKER | | | 0064 802-76025 3.480 m2 | 144.33000 502.27| 155.00000 539.40| 144.33000 502.27 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76055 36.000 m | 13.05000 469.80| 14.00000 504.00| 13.05000 469.80 SIGN POST, A | | | 0066 808-04211 4.000 EACH| 176.00000 704.00| 460.00000 1840.00| 175.00000 700.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (PEDX) | | | 0067 808-06713 158.000 m | 0.49000 77.42| 1.25000 197.50| 0.49000 77.42 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 365.000 m | 0.49000 178.85| 1.25000 456.25| 0.49000 178.85 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-75072 203.000 m | 1.09000 221.27| 8.00000 1624.00| 1.09000 221.27 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0070 900-04999 194.000 EACH| 118.00000 22892.00| 125.00000 24250.00| 97.75000 18963.50 POST , WOOD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 869,825.72 ROUTE : BIKE CALL ORDER : 120 CONTRACT ID : R -23917-A COUNTIES : ELKHART LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 622-04990 1170.000 m | 12.36000 14461.20| 13.00000 15210.00| 12.36000 14461.20 LANDSCAPE EDGING , PLASTIC | | | SECTION TOTALS | $ 813,581.34| $ 848,875.67| $ 913,203.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 813,581.34| $ 848,875.67| $ 913,203.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 869,825.72 ROUTE : BIKE CALL ORDER : 120 CONTRACT ID : R -23917-A COUNTIES : ELKHART LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1561256 | |KANKAKEE VALLEY CONSTRUCTION|KASER-SPRAKER CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-01925 12.000 MOS | 1981.88000 23782.56| 1450.00000 17400.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 45949.84000 45949.84| 41535.00000 41535.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 56758.24000 56758.24| 54000.00000 54000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 66065.45000 66065.45| 118000.00000 118000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 554.000 m2 | 5.55000 3074.70| 16.50000 9141.00| PAVEMENT, REMOVE | | | 0006 202-02278 320.000 m | 8.57000 2742.40| 15.00000 4800.00| CURB, CONCRETE, REMOVE | | | 0007 202-91840 485.380 m | 3.50000 1698.83| 7.00000 3397.66| FENCE, CHAIN LINK, REMOVE | | | 0008 203-02000 1999.000 m3 | 21.37000 42718.63| 16.00000 31984.00| EXCAVATION, COMMON | | | 0009 203-02070 452.000 m3 | 13.87000 6269.24| 21.00000 9492.00| BORROW | | | 0010 203-03258 1.000 EACH| 971.35000 971.35| 1700.00000 1700.00| DRYWELL | | | 0011 205-02224 230.000 m | 6.12000 1407.60| 6.50000 1495.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02237 6.000 EACH| 50.00000 300.00| 50.00000 300.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 303-04075 86.000 Mg | 23.75000 2042.50| 25.50000 2193.00| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0014 303-52308 3320.000 Mg | 22.77000 75596.40| 22.00000 73040.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 305-05204 21.250 Mg | 450.00000 9562.50| 188.00000 3995.00| HMA FOR PATCHING | | | 0016 402-05473 679.560 Mg | 33.00000 22425.48| 70.00000 47569.20| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0017 402-05477 485.400 Mg | 36.00000 17474.40| 77.00000 37375.80| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 406-05520 1.760 Mg | 175.00000 308.00| 300.00000 528.00| ASPHALT FOR TACK COAT | | | 0019 501-05050 50.600 m2 | 32.25000 1631.85| 46.00000 2327.60| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 869,825.72 ROUTE : BIKE CALL ORDER : 120 CONTRACT ID : R -23917-A COUNTIES : ELKHART LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1561256 | |KANKAKEE VALLEY CONSTRUCTION|KASER-SPRAKER CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 603-04244 3.000 EACH| 2240.00000 6720.00| 2500.00000 7500.00| GATE , TRAIL | | | 0021 603-04847 1.000 EACH| 720.00000 720.00| 800.00000 800.00| FENCE GATE , CHAIN LINK, 1820 mm x 4.9 | | | m DOUBLE LEAF | | | 0022 603-06065 288.000 m | 34.20000 9849.60| 36.00000 10368.00| FENCE, CHAIN LINK, RESET | | | 0023 603-06730 2.000 EACH| 430.00000 860.00| 460.00000 920.00| FENCE GATE, CHAIN LINK, 1820 mm X 1.8 m | | | 0024 603-92636 9.000 m | 40.00000 360.00| 43.00000 387.00| FENCE, CHAIN LINK, 1830 mm | | | 0025 604-04310 162.000 m2 | 50.59000 8195.58| 86.00000 13932.00| CONCRETE PAVING, PATTERNED | | | 0026 604-06069 72.000 m2 | 41.23000 2968.56| 62.50000 4500.00| CURB RAMP, CONCRETE | | | 0027 604-06070 3778.000 m2 | 33.89000 128036.42| 35.00000 132230.00| SIDEWALK, CONCRETE , TYPE A | | | 0028 604-06070 391.000 m2 | 33.41000 13063.31| 52.00000 20332.00| SIDEWALK, CONCRETE , TYPE B | | | 0029 604-06070 632.600 m2 | 45.10000 28530.26| 64.00000 40486.40| SIDEWALK, CONCRETE , TYPE C | | | 0030 605-06120 242.390 m | 44.88000 10878.46| 70.00000 16967.30| CURB, CONCRETE | | | 0031 611-03671 2.000 EACH| 851.20000 1702.40| 1150.00000 2300.00| TRASH RECEPTACLE | | | 0032 611-03864 10.000 EACH| 65.66000 656.60| 175.00000 1750.00| BICYCLE RACK | | | 0033 615-06490 11.000 EACH| 94.34000 1037.74| 140.00000 1540.00| RIGHT OF WAY MARKER | | | 0034 615-06496 9.000 EACH| 38.00000 342.00| 75.00000 675.00| PARKING BARRIER , CONCRETE | | | 0035 615-97768 9.000 EACH| 15.00000 135.00| 55.00000 495.00| PARKING BARRIER, RESET | | | 0036 621-01004 1.000 EACH| 825.00000 825.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-04317 8300.000 m2 | 0.85000 7055.00| 1.55000 12865.00| MULCHED SEEDING , HYRO-SEED | | | 0039 621-06570 830.000 m3 | 23.86000 19803.80| 23.00000 19090.00| TOP SOIL | | | 0040 621-91019 100.000 m2 | 2.62000 262.00| 3.00000 300.00| STRAW MAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 869,825.72 ROUTE : BIKE CALL ORDER : 120 CONTRACT ID : R -23917-A COUNTIES : ELKHART LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1561256 | |KANKAKEE VALLEY CONSTRUCTION|KASER-SPRAKER CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-93582 28.000 m3 | 392.00000 10976.00| 420.00000 11760.00| MULCH, STONE | | | 0042 621-98038 115.810 m3 | 103.00000 11928.43| 110.00000 12739.10| MULCH, HARDWOOD SHREDDED BARK | | | 0043 622-05640 227.000 EACH| 64.00000 14528.00| 68.50000 15549.50| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0044 622-05641 247.000 EACH| 62.00000 15314.00| 66.00000 16302.00| PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0045 622-05650 241.000 EACH| 519.00000 125079.00| 550.00000 132550.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0046 622-05651 11.000 EACH| 558.00000 6138.00| 600.00000 6600.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0047 622-05653 90.000 EACH| 1.65000 148.50| 1.75000 157.50| PLANT, GROUND COVER | | | 0048 622-05654 80.000 EACH| 12.50000 1000.00| 12.50000 1000.00| PLANT, PERENNIAL | | | 0049 622-05654 363.000 EACH| 20.50000 7441.50| 21.00000 7623.00| PLANT, PERENNIAL ORNAMENTAL GRASS, 2 GAL| | | 0050 712-03812 4.000 EACH| 845.27000 3381.08| 1425.00000 5700.00| BENCH | | | 0051 720-04790 1.000 EACH| 160.33000 160.33| 600.00000 600.00| CASTING CURB BOX , TYPE 10 | | | 0052 720-04790 1.000 EACH| 160.33000 160.33| 475.00000 475.00| CASTING FRAME, TYPE 10 | | | 0053 720-04790 1.000 EACH| 160.33000 160.33| 125.00000 125.00| CASTING GRATE, TYPE 10 | | | 0054 720-44000 11.000 EACH| 131.98000 1451.78| 250.00000 2750.00| CASTING, ADJUST TO GRADE | | | 0055 720-45045 1.000 EACH| 971.35000 971.35| 1000.00000 1000.00| INLET, J10 | | | 0056 801-06606 16.000 EACH| 540.00000 8640.00| 200.00000 3200.00| BARRICADE, IIIB | | | 0057 801-06640 14.000 EACH| 265.00000 3710.00| 115.00000 1610.00| CONSTRUCTION SIGN, A | | | 0058 801-06775 LUMP| 25917.68000 25917.68| 1875.00000 1875.00| MAINTAINING TRAFFIC | | | 0059 802-03865 42.000 m | 192.00000 8064.00| 350.00000 14700.00| SIGN, TRAIL TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 869,825.72 ROUTE : BIKE CALL ORDER : 120 CONTRACT ID : R -23917-A COUNTIES : ELKHART LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1561256 | |KANKAKEE VALLEY CONSTRUCTION|KASER-SPRAKER CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-04314 5.000 EACH| 1189.00000 5945.00| 1900.00000 9500.00| SIGN , IDENTITY | | | 0061 802-04314 6.000 EACH| 4525.00000 27150.00| 7600.00000 45600.00| SIGN , INFORMATIVE | | | 0062 802-04314 8.000 EACH| 245.00000 1960.00| 345.00000 2760.00| SIGN , PEDESTRIAN STOP | | | 0063 802-04314 10.000 EACH| 265.00000 2650.00| 500.00000 5000.00| SIGN , TRAIL MARKER | | | 0064 802-76025 3.480 m2 | 360.00000 1252.80| 165.00000 574.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76055 36.000 m | 28.40000 1022.40| 8.50000 306.00| SIGN POST, A | | | 0066 808-04211 4.000 EACH| 429.00000 1716.00| 200.00000 800.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (PEDX) | | | 0067 808-06713 158.000 m | 1.14000 180.12| 1.00000 158.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 365.000 m | 1.14000 416.10| 1.00000 365.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-75072 203.000 m | 7.50000 1522.50| 2.50000 507.50| TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0070 900-04999 194.000 EACH| 83.03000 16107.82| 115.00000 22310.00| POST , WOOD | | | 0071 622-04990 1170.000 m | 12.36000 14461.20| 13.20000 15444.00| LANDSCAPE EDGING , PLASTIC | | | SECTION TOTALS | $ 942,335.95| $ 1,088,351.76| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 942,335.95| $ 1,088,351.76| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 67 CALL ORDER : 130 CONTRACT ID : R -24314-A COUNTIES : KNOX LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 160 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 8,550,067.41 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : GREENSBORO PIKE CALL ORDER : 140 CONTRACT ID : R -24326-A COUNTIES : HENRY LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,688,428.03 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,848,663.88 104.3442% 3 35-1212938 ATLAS EXCAVATING, INC. $ 3,974,381.65 107.7527% 4 35-1461789 POINDEXTER EXCAVATING $ 4,297,000.00 116.4994% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,527,183.89 ROUTE : US 41 CALL ORDER : 150 CONTRACT ID : R -24881-A COUNTIES : KNOX SULLIVAN LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0175030 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 4,197,041.41 100.0000% 2 35-0734255 WABASH VALLEY ASPHALT CO $ 4,748,071.50 113.1290% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0734255 | |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 16.000 MOS | 100.00000 1600.00| 824.25000 13188.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 40154.37000 40154.37| 39375.00000 39375.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 90000.00000 90000.00| 232091.00000 232091.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 2625.00000 2625.00| CLEARING RIGHT OF WAY | | | 0005 202-02272 909.000 m | 20.00000 18180.00| 18.95000 17225.55| PAVED SIDE DITCH, REMOVE | | | 0006 202-60820 214877.000 m2 | 0.01000 2148.77| 0.65000 139670.05| SURFACE MILLING, ASPHALT | | | 0007 203-02000 5744.000 m3 | 10.00000 57440.00| 10.48000 60197.12| EXCAVATION, COMMON | | | 0008 203-91878 753.000 m | 5.00000 3765.00| 13.91000 10474.23| LINEAR DITCH GRADING | | | 0009 205-02224 2550.000 m | 6.55000 16702.50| 6.20000 15810.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 636.000 m | 13.25000 8427.00| 10.34000 6576.24| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 20.000 EACH| 65.00000 1300.00| 85.05000 1701.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 25.000 EACH| 60.00000 1500.00| 85.05000 2126.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 211-02060 51.500 m3 | 17.00000 875.50| 22.72000 1170.08| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,527,183.89 ROUTE : US 41 CALL ORDER : 150 CONTRACT ID : R -24881-A COUNTIES : KNOX SULLIVAN LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0734255 | |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 213-52830 18.900 m3 | 100.00000 1890.00| 118.86000 2246.45| FLOWABLE MORTAR | | | 0015 303-04095 2474.000 Mg | 15.00000 37110.00| 15.67000 38767.58| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0016 303-52308 1298.000 Mg | 20.00000 25960.00| 20.17000 26180.66| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 305-05204 1.800 Mg | 250.00000 450.00| 341.84000 615.31| HMA FOR PATCHING | | | 0018 401-05437 35043.000 Mg | 30.00000 1051290.00| 32.49000 1138547.07| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0019 401-05454 15681.000 Mg | 34.00000 533154.00| 33.94000 532213.14| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0020 401-05456 11142.000 Mg | 43.00000 479106.00| 43.95000 489690.90| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 401-05459 13028.000 Mg | 28.00000 364784.00| 32.16000 418980.48| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0022 401-05462 5945.000 Mg | 31.00000 184295.00| 34.48000 204983.60| QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0023 401-05464 6123.000 Mg | 32.00000 195936.00| 35.61000 218040.03| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0024 401-05467 240.000 m | 4.00000 960.00| 5.25000 1260.00| MILLED HMA CORRUGATIONS | | | 0025 401-06264 LUMP| 2000.00000 2000.00| 3612.00000 3612.00| PROFILOGRAPH, HMA | | | 0026 402-05495 8.000 Mg | 100.00000 800.00| 34.24000 273.92| HMA WEDGE AND LEVEL | | | 0027 405-05517 5.700 Mg | 220.00000 1254.00| 367.63000 2095.49| ASPHALT FOR PRIME COAT | | | 0028 406-05520 183.000 Mg | 170.00000 31110.00| 227.70000 41669.10| ASPHALT FOR TACK COAT | | | 0029 607-06345 10.000 m | 145.00000 1450.00| 82.72000 827.20| PAVED SIDE DITCH, C | | | 0030 610-05527 1279.000 Mg | 58.00000 74182.00| 76.37000 97677.23| HMA FOR APPROACHES | | | 0031 611-52817 2.000 EACH| 21000.00000 42000.00| 27903.75000 55807.50| TEMPORARY CROSSOVER, B | | | 0032 616-02320 5543.000 m2 | 1.86000 10309.98| 1.13000 6263.59| GEOTEXTILES | | | 0033 616-06451 3406.000 Mg | 21.00000 71526.00| 20.32000 69209.92| RIPRAP, UNIFORM | | | 0034 621-01004 1.000 EACH| 200.00000 200.00| 1076.25000 1076.25| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,527,183.89 ROUTE : US 41 CALL ORDER : 150 CONTRACT ID : R -24881-A COUNTIES : KNOX SULLIVAN LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0734255 | |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06545 5.120 Mg | 450.00000 2304.00| 719.25000 3682.56| FERTILIZER | | | 0036 621-06553 1080.000 kg | 5.50000 5940.00| 6.56000 7084.80| SEED MIXTURE, R | | | 0037 621-06565 25.600 Mg | 365.00000 9344.00| 572.25000 14649.60| MULCHING MATERIAL | | | 0038 715-05053 3485.000 m | 32.00000 111520.00| 33.65000 117270.25| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0039 715-05203 34224.000 m | 3.80000 130051.20| 4.01000 137238.24| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0040 715-05757 9.000 m | 204.00000 1836.00| 173.25000 1559.25| PIPE EXTENSION, CIRCULAR, 900 mm | | | 0041 715-06337 3.000 m | 318.00000 954.00| 341.25000 1023.75| PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0042 715-46000 3.000 EACH| 210.00000 630.00| 183.75000 551.25| PIPE END SECTION, 300 mm | | | 0043 715-46005 9.000 EACH| 269.00000 2421.00| 204.75000 1842.75| PIPE END SECTION, 375 mm | | | 0044 715-46010 16.000 EACH| 288.00000 4608.00| 231.00000 3696.00| PIPE END SECTION, 450 mm | | | 0045 715-46020 2.000 EACH| 348.00000 696.00| 309.75000 619.50| PIPE END SECTION, 600 mm | | | 0046 715-46030 1.000 EACH| 426.00000 426.00| 414.75000 414.75| PIPE END SECTION, 750 mm | | | 0047 715-46040 8.000 EACH| 521.00000 4168.00| 546.00000 4368.00| PIPE END SECTION, 900 mm | | | 0048 718-06526 3408.000 Mg | 29.60000 100876.80| 34.70000 118257.60| HMA FOR UNDERDRAINS | | | 0049 718-06528 120.000 EACH| 550.00000 66000.00| 508.36000 61003.20| OUTLET PROTECTOR, 1 | | | 0050 718-06529 79.000 EACH| 460.00000 36340.00| 413.17000 32640.43| OUTLET PROTECTOR, 2 | | | 0051 718-06532 3000.000 m | 2.22000 6660.00| 2.33000 6990.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0052 718-06809 14.000 EACH| 359.00000 5026.00| 376.66000 5273.24| UNDERDRAIN REPAIR | | | 0053 718-52610 880.300 m3 | 26.40000 23239.92| 27.72000 24401.92| AGGREGATE FOR UNDERDRAINS | | | 0054 718-99153 34730.000 m2 | 0.64000 22227.20| 0.67000 23269.10| GEOTEXTILES FOR UNDERDRAIN | | | 0055 801-06605 51.000 EACH| 129.00000 6579.00| 135.45000 6907.95| BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,527,183.89 ROUTE : US 41 CALL ORDER : 150 CONTRACT ID : R -24881-A COUNTIES : KNOX SULLIVAN LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0734255 | |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06606 8.000 EACH| 179.00000 1432.00| 187.95000 1503.60| BARRICADE, IIIB | | | 0057 801-06640 64.000 EACH| 149.00000 9536.00| 156.45000 10012.80| CONSTRUCTION SIGN, A | | | 0058 801-06710 800.000 DAY | 13.00000 10400.00| 15.75000 12600.00| FLASHING ARROW SIGN | | | 0059 801-06775 LUMP| 80000.00000 80000.00| 113413.67000 113413.67| MAINTAINING TRAFFIC | | | 0060 801-97643 173.000 m | 15.75000 2724.75| 16.54000 2861.42| TEMPORARY BUZZ STRIPS | | | 0061 802-05701 151.700 m | 38.53000 5845.00| 73.50000 11149.95| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0062 802-76025 0.810 m2 | 240.00000 194.40| 210.00000 170.10| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 804-06771 336.000 EACH| 35.00000 11760.00| 25.73000 8645.28| DELINEATOR POST, FLEXIBLE | | | 0064 808-06701 4640.000 m | 0.72000 3340.80| 0.76000 3526.40| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0065 808-06703 21200.000 m | 0.72000 15264.00| 0.76000 16112.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0066 808-06716 11800.000 m | 0.60000 7080.00| 0.63000 7434.00| LINE, REMOVE | | | 0067 808-75245 17851.000 m | 0.72000 12852.72| 0.76000 13566.76| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75320 18.000 EACH| 49.00000 882.00| 51.45000 926.10| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0069 808-75325 18.000 EACH| 66.50000 1197.00| 69.83000 1256.94| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0070 808-75996 855.000 EACH| 4.70000 4018.50| 2.89000 2470.95| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 939.000 EACH| 23.00000 21597.00| 22.05000 20704.95| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 801-06207 60000.000 m | 1.55000 93000.00| 0.77000 46200.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,527,183.89 ROUTE : US 41 CALL ORDER : 150 CONTRACT ID : R -24881-A COUNTIES : KNOX SULLIVAN LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0734255 | |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06469 2000.000 m | 2.55000 5100.00| 1.52000 3040.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0074 801-04308 18.000 EACH| 395.00000 7110.00| 414.75000 7465.50| ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 4,197,041.41| $ 4,748,071.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,197,041.41| $ 4,748,071.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 156 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,485.00 ROUTE : CALL ORDER : 156 CONTRACT ID : R -24990-C COUNTIES : JEFFERSON LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/08/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : HIST014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9992031 OLENTANGY RESTORATION $ 619,650.00 100.0000% 2 35-1161310 TAYLOR BROTHERS CONSTRUCTION $ 692,022.75 111.6796% ==================================================================================================================================== |(1) 99-9992031 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HISTORICAL SIGHT PRESERVATION | | | 0001 105-06790 12.000 MOS | 200.00000 2400.00| 1550.00000 18600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 82100.00000 82100.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 41998.00000 41998.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02255 1.000 EACH| 1000.00000 1000.00| 650.00000 650.00| TREE, 460 mm, REMOVE | | | 0005 202-91922 4.000 EACH| 500.00000 2000.00| 350.00000 1400.00| STUMP, REMOVE | | | 0006 203-06746 10.000 m2 | 100.00000 1000.00| 255.00000 2550.00| REGRADING IN FRONT OF BUILDING | | | 0007 203-06747 25.000 m | 200.00000 5000.00| 225.00000 5625.00| EXCAVATE BY HAND- OUTSIDE WEST ELEVATION| | | 0008 203-06747 6.000 m | 400.00000 2400.00| 230.00000 1380.00| EXCAVATE BY HAND- TRENCH ACROSS DRIVEWAY| | | 0009 203-06747 21.000 m | 300.00000 6300.00| 150.00000 3150.00| EXCAVATE FOOTING BY HAND- ELSEWHERE IN | | | BUILDING | | | 0010 203-06747 25.000 m | 300.00000 7500.00| 225.00000 5625.00| EXCAVATE FOOTING BY HAND- WEST ELEVATION| | | 0011 203-06747 13.000 m | 300.00000 3900.00| 140.00000 1820.00| EXCAVATE WIRE TRENCH BY HAND- CENTER OF | | | WOODSHOP | | | 0012 203-06751 22.000 EACH| 300.00000 6600.00| 35.00000 770.00| EXCAVATE POINT FOOTINGS BY HAND | | | 0013 203-06754 129.000 m2 | 200.00000 25800.00| 50.00000 6450.00| EXCAVATE CRAWL SPACE BY HAND- WOODSHOP | | | 0014 210-05788 LUMP| 4000.00000 4000.00| 3550.00000 3550.00| PROJECT PHOTOGRAPHY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 156 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,485.00 ROUTE : CALL ORDER : 156 CONTRACT ID : R -24990-C COUNTIES : JEFFERSON LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9992031 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-05790 LUMP| 1000.00000 1000.00| 800.00000 800.00| MORTAR ANALYSIS | | | 0016 210-05795 LUMP| 4000.00000 4000.00| 1400.00000 1400.00| TERMITE TREATMENT | | | 0017 210-05803 43.000 m2 | 200.00000 8600.00| 98.00000 4214.00| REPAIR/REPLACE ROOF FRAMING- ENGINE ROOM| | | 0018 210-05803 12.000 m2 | 200.00000 2400.00| 190.00000 2280.00| REPAIR/REPLACE ROOF FRAMING- SAWMILL | | | 0019 210-05803 43.000 m2 | 100.00000 4300.00| 28.00000 1204.00| REPAIR/REPLACE ROOF SHEATHING- ENGINE | | | ROOM | | | 0020 210-05803 45.000 m2 | 200.00000 9000.00| 89.00000 4005.00| REPAIR/REPLACE WOOD SIDING- SAWMILL | | | 0021 210-05803 75.000 m2 | 200.00000 15000.00| 89.00000 6675.00| REPAIR/REPLACE WOOD SIDING- WEST | | | ELEVATION | | | 0022 210-05803 70.000 m2 | 200.00000 14000.00| 86.00000 6020.00| REPAIR/REPLACE WOOD SIDING- WOODSHOP | | | 0023 210-05803 45.000 m2 | 100.00000 4500.00| 25.00000 1125.00| REPAIR/REPLACE WOOD STUDS- SAWMILL | | | 0024 210-05803 75.000 m2 | 100.00000 7500.00| 25.00000 1875.00| REPAIR/REPLACE WOOD STUDS- WEST | | | ELEVATION | | | 0025 210-05803 70.000 m2 | 100.00000 7000.00| 25.00000 1750.00| REPAIR/REPLACE WOOD STUDS- WOODSHOP | | | 0026 210-05813 LUMP| 1000.00000 1000.00| 4060.00000 4060.00| PAINT , LEAD, ABATEMENT/DISPOSAL | | | 0027 210-06312 129.000 m2 | 200.00000 25800.00| 39.00000 5031.00| REMOVE ,CAREFULLY,FLOORING AND JOISTS- | | | WOODSHOP | | | 0028 210-06738 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| CLEAN /RESECURE HISTORIC 3 PHASE WIRING | | | (NONFU NCTIONING | | | 0029 210-06744 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| INTERIOR /REMOVE INTERIOR PROTECTION | | | 0030 210-06749 21.000 m | 200.00000 4200.00| 136.00000 2856.00| INSTALL /REMOVE FORMWORK- ELSEWHERE IN | | | BUILDING | | | 0031 210-06749 25.000 m | 300.00000 7500.00| 136.00000 3400.00| INSTALL /REMOVE FORMWORK- WEST ELEVATION| | | 0032 210-06749 21.000 m | 20.00000 420.00| 35.00000 735.00| INSTALL ANCHOR BOLTS INTO TOP OF | | | CONCRETE- ELSE WHERE IN BUILDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 156 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,485.00 ROUTE : CALL ORDER : 156 CONTRACT ID : R -24990-C COUNTIES : JEFFERSON LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9992031 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 210-06749 25.000 m | 20.00000 500.00| 25.00000 625.00| INSTALL ANCHOR BOLTS INTO TOP OF | | | CONCRETE- WEST ELEVATION | | | 0034 210-06749 35.000 m | 20.00000 700.00| 32.00000 1120.00| INSTALL ANCHOR BOLTS- UNDISTURBED | | | FOUNDATION | | | 0035 210-06749 21.000 m | 200.00000 4200.00| 70.00000 1470.00| INSTALL CONCRETE FOUNDATION- ELSEWHERE | | | IN BUILDI NG | | | 0036 210-06749 25.000 m | 300.00000 7500.00| 89.00000 2225.00| INSTALL CONCRETE FOUNDATION- WEST | | | ELEVATION | | | 0037 210-06749 21.000 m | 200.00000 4200.00| 40.00000 840.00| INSTALL CONTINUOUS TCS TERMITE SHIELD- | | | ELSEWHERE | | | 0038 210-06749 25.000 m | 160.00000 4000.00| 40.00000 1000.00| INSTALL CONTINUOUS TCS TERMITE SHIELD- | | | WEST ELEV ATION | | | 0039 210-06749 21.000 m | 300.00000 6300.00| 57.00000 1197.00| INSTALL CONTINUOUS WOOD SILL- ELSEWHERE | | | IN BUILD ING | | | 0040 210-06749 25.000 m | 200.00000 5000.00| 57.00000 1425.00| INSTALL CONTINUOUS WOOD SILL- WEST | | | ELEVATION | | | 0041 210-06749 25.000 m | 200.00000 5000.00| 16.00000 400.00| INSTALL GEOTEXTILE- OUTSIDE WEST | | | ELEVATION | | | 0042 210-06749 35.000 m | 100.00000 3500.00| 35.00000 1225.00| INSTALL MORTAR AT ANCHOR BOLTS- | | | UNDISTURBED FOUN DATION | | | 0043 210-06749 25.000 m | 100.00000 2500.00| 24.00000 600.00| INSTALL PVC DOWNSPOUT COLLECT PIPE- | | | OUTSIDE WEST ELEVATION | | | 0044 210-06749 25.000 m | 200.00000 5000.00| 24.00000 600.00| INSTALL PVC FOUNDATION DRAIN PIPE- | | | OUTSIDE WEST ELEVATION | | | 0045 210-06749 21.000 m | 100.00000 2100.00| 35.00000 735.00| INSTALL REINFORCING BARS- ELSEWHERE IN | | | BUILDING | | | 0046 210-06749 25.000 m | 100.00000 2500.00| 35.00000 875.00| INSTALL REINFORCING BARS- WEST ELEVATION| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 156 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,485.00 ROUTE : CALL ORDER : 156 CONTRACT ID : R -24990-C COUNTIES : JEFFERSON LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9992031 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 210-06749 25.000 m | 50.00000 1250.00| 28.00000 700.00| INSTALL ROUND GRAVEL BY HAND- OUTSIDE | | | WEST ELEVA TION | | | 0048 210-06749 25.000 m | 50.00000 1250.00| 10.00000 250.00| INSTALL VAPOR BARRIER- OUTSIDE WEST | | | ELEVATION | | | 0049 210-06749 58.000 m | 100.00000 5800.00| 25.00000 1450.00| INSTALL WOOD BEAMS- WOODSHOP | | | 0050 210-06750 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| INSTALL 3 PHASE ELEC. | | | CONDUIT/SERVICE/SWITCHES | | | 0051 210-06750 LUMP| 8000.00000 8000.00| 400.00000 400.00| INSTALL CONC. FOOTING BENEATH EXHAUST | | | MANIFOLD | | | 0052 210-06750 LUMP| 3000.00000 3000.00| 350.00000 350.00| INSTALL CONCRETE CATCH BASIN- OUTSIDE | | | WEST ELEVA TION | | | 0053 210-06750 LUMP| 4000.00000 4000.00| 1500.00000 1500.00| INSTALL EMERGENCY LIGHTING SYSTEM | | | 0054 210-06750 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| INSTALL LOW-VOLTAGE MODERN MUSEUM | | | LIGHTING | | | 0055 210-06750 LUMP| 1000.00000 1000.00| 230.00000 230.00| INSTALL NEW ACCESS OPENING IN FLOOR- | | | WOODSHOP | | | 0056 210-06750 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| INSTALL NEW GUTTERS/DOWNSPOUTS | | | 0057 210-06750 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| INSTALL SINGLE PHASE ELEC. | | | CONDUIT/SERVICE/OUTLE TS | | | 0058 210-06750 LUMP| 1000.00000 1000.00| 500.00000 500.00| INSTALL TELEPHONE SERVICE | | | 0059 210-06752 22.000 EACH| 100.00000 2200.00| 55.00000 1210.00| INSTALL /REMOVE FORMWORK FOR POINT | | | FOOTINGS | | | 0060 210-06752 22.000 EACH| 50.00000 1100.00| 14.00000 308.00| INSTALL ANCHOR BOLTS ON TOP OF POINT | | | FOOTINGS | | | 0061 210-06752 22.000 EACH| 100.00000 2200.00| 32.00000 704.00| INSTALL CONCRETE POINT FOOTINGS | | | 0062 210-06752 22.000 EACH| 100.00000 2200.00| 25.00000 550.00| INSTALL REINFORCING BARS FOR POINT | | | FOOTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 156 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,485.00 ROUTE : CALL ORDER : 156 CONTRACT ID : R -24990-C COUNTIES : JEFFERSON LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9992031 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 210-06752 22.000 EACH| 50.00000 1100.00| 40.00000 880.00| INSTALL TCS TERMITE SHIELDS- POINT | | | FOOTINGS | | | 0064 210-06753 LUMP| 500.00000 500.00| 800.00000 800.00| DOCUMENT AREAS OF WOODSHOP FLOOR TO BE | | | SAVED | | | 0065 210-06755 129.000 m2 | 100.00000 12900.00| 85.00000 10965.00| INSTALL /REINSTALL WOOD FLOORING- | | | WOODSHOP | | | 0066 210-06755 129.000 m2 | 10.00000 1290.00| 5.75000 741.75| INSTALL BLOCKING BETWEEN JOISTS- | | | WOODSHOP | | | 0067 210-06755 129.000 m2 | 10.00000 1290.00| 16.00000 2064.00| INSTALL JOIST HANGERS- WOODSHOP | | | 0068 210-06755 43.000 m2 | 600.00000 25800.00| 587.00000 25241.00| INSTALL NEW TCS ROOFING- ENGINE ROOM | | | 0069 210-06755 129.000 m2 | 50.00000 6450.00| 5.00000 645.00| INSTALL VAPOR BARRIER- WOODSHOP | | | 0070 210-06755 129.000 m2 | 100.00000 12900.00| 25.00000 3225.00| INSTALL WOOD JOISTS- WOODSHOP | | | 0071 210-06756 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| FLASHINGS/COUNTERFLASHINGS | | | 0072 210-06757 LUMP| 5000.00000 5000.00| 2750.00000 2750.00| RECONSTRUCT OUTHOUSE | | | 0073 210-06758 LUMP| 9000.00000 9000.00| 12672.00000 12672.00| CARPENTRY , MISCELLANEOUS | | | 0074 210-06759 LUMP| 1000.00000 1000.00| 385.00000 385.00| SKIM COAT CONCRETE FLOOR- BOILER ROOM | | | 0075 210-06760 LUMP| 5000.00000 5000.00| 2750.00000 2750.00| REATTACH /REPAIR METAL SIDING | | | 0076 210-06761 1500.000 m2 | 5.00000 7500.00| 9.00000 13500.00| SCRAPE /PAINT WOOD SIDING | | | 0077 210-06761 2500.000 m2 | 5.00000 12500.00| 3.60000 9000.00| SCRAPE /PAINT/GALVANIZE METAL SIDING | | | 0078 210-06762 3.000 EACH| 10000.00000 30000.00| 19075.00000 57225.00| CONSERVE LARGE MACHINE- DAILY USAGE | | | 0079 210-06762 8.000 EACH| 1200.00000 9600.00| 250.00000 2000.00| CONSERVE LARGE MACHINE- NON USAGE | | | 0080 210-06762 2.000 EACH| 10000.00000 20000.00| 19075.00000 38150.00| CONSERVE LARGE MACHINE- OCCASIONAL USAGE| | | 0081 210-06762 3.000 EACH| 10000.00000 30000.00| 14776.00000 44328.00| CONSERVE SMALL MACHINE- DAILY USAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 156 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,485.00 ROUTE : CALL ORDER : 156 CONTRACT ID : R -24990-C COUNTIES : JEFFERSON LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9992031 |(2) 35-1161310 | |OLENTANGY RESTORATION |TAYLOR BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 210-06762 7.000 EACH| 1200.00000 8400.00| 175.00000 1225.00| CONSERVE SMALL MACHINE- NON USAGE | | | 0083 210-06762 7.000 EACH| 10000.00000 70000.00| 14776.00000 103432.00| CONSERVE SMALL MACHINE- OCCASIONAL USAGE| | | 0084 210-06763 LUMP| 5000.00000 5000.00| 12075.00000 12075.00| REPOSITION EXHAUST MANIFOLD | | | 0085 210-06765 10.000 MOS | 600.00000 6000.00| 3550.00000 35500.00| RENTAL , MACHINE SHOP | | | 0086 210-06774 LUMP| 3000.00000 3000.00| 8469.00000 8469.00| UPGRADE ALARM SYSTEM | | | 0087 621-06748 10.000 m2 | 50.00000 500.00| 107.00000 1070.00| SEEDING AND FERTILIZING | | | 0088 708-05394 LUMP| 5000.00000 5000.00| 5885.00000 5885.00| REPAIR BLOWING MACHINERY/DUCTWORK | | | 0089 708-05394 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| REPAIR HISTORIC KNOB AND TUBE WIRING | | | 0090 708-05394 LUMP| 4000.00000 4000.00| 4180.00000 4180.00| REPAIR HISTORIC RADIATOR PIPING | | | 0091 711-05728 6.000 EACH| 300.00000 1800.00| 825.00000 4950.00| REPAIR DOORS AND DOOR FRAMES | | | 0092 711-05728 44.000 EACH| 200.00000 8800.00| 87.00000 3828.00| REPAIR WINDOW FRAMES | | | 0093 732-06673 10.000 m2 | 20.00000 200.00| 250.00000 2500.00| REPAIR DETERIORATED MORTAR AREAS | | | SECTION TOTALS | $ 619,650.00| $ 692,022.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 619,650.00| $ 692,022.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/22/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 099500L SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 212,786.58 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 223,110.30 104.8516% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 246,705.03 115.9401% 4 35-1212938 ATLAS EXCAVATING, INC. $ 249,670.83 117.3339% 5 35-1333300 KNECHT EXCAVATING $ 255,829.15 120.2280% 6 35-1817574 YARDBERRY LANDSCAPE IRREGULAR $ 275,239.49 129.3500% 7 35-1954982 T C INCORPORATED $ 278,378.47 130.8252% 8 35-1486233 GEIGER DEVELOPING INC. $ 282,755.98 132.8824% 9 35-1991044 JOHNSON COMPANY, INC. $ 323,122.49 151.8528% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1817530 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1750.00000 7000.00| 1000.00000 4000.00| 1800.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1800.00000 1800.00| 2750.00000 2750.00| 4200.00000 4200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 3000.00000 3000.00| 11000.00000 11000.00| 13250.00000 13250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 4400.00000 4400.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 122.000 m | 10.00000 1220.00| 15.00000 1830.00| 14.50000 1769.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 15400.00000 15400.00| 10000.00000 10000.00| 13500.00000 13500.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 197.300 m2 | 10.00000 1973.00| 10.00000 1973.00| 12.60000 2485.98 SURFACE MILLING, ASPHALT | | | 0008 203-02000 606.000 m3 | 20.50000 12423.00| 20.00000 12120.00| 10.00000 6060.00 EXCAVATION, COMMON | | | 0009 203-02045 216.000 m3 | 5.00000 1080.00| 9.00000 1944.00| 7.50000 1620.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02224 460.000 m | 5.55000 2553.00| 2.20000 1012.00| 5.55000 2553.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 16.000 m | 16.40000 262.40| 10.00000 160.00| 16.40000 262.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1817530 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 191.000 m3 | 22.00000 4202.00| 27.00000 5157.00| 31.50000 6016.50 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1528.000 Mg | 13.50000 20628.00| 13.00000 19864.00| 15.85000 24218.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 131.100 Mg | 38.60000 5060.46| 40.00000 5244.00| 40.00000 5244.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 430.400 Mg | 35.10000 15107.04| 35.00000 15064.00| 35.00000 15064.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 146.400 Mg | 45.90000 6719.76| 53.50000 7832.40| 53.50000 7832.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 1178.000 m2 | 3.15000 3710.70| 1.00000 1178.00| 1.00000 1178.00 SEAL COAT, 2 | | | 0019 405-05518 1178.000 m2 | 0.89000 1048.42| 0.50000 589.00| 0.50000 589.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 5142.000 m2 | 0.08000 411.36| 0.10000 514.20| 0.10000 514.20 ASPHALT FOR TACK COAT | | | 0021 601-02636 22.860 m | 61.50000 1405.89| 39.00000 891.54| 61.50000 1405.89 GUARDRAIL, W BEAM, NESTED | | | 0022 601-94689 4.000 EACH| 3150.00000 12600.00| 3180.00000 12720.00| 3150.00000 12600.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 228.600 m | 33.00000 7543.80| 33.00000 7543.80| 31.50000 7200.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 610-05527 13.600 Mg | 45.90000 624.24| 75.00000 1020.00| 75.00000 1020.00 HMA FOR APPROACHES | | | 0025 611-06497 2.000 EACH| 105.00000 210.00| 105.00000 210.00| 150.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 616-02320 173.000 m2 | 1.25000 216.25| 4.48000 775.04| 2.50000 432.50 GEOTEXTILES | | | 0027 616-06405 48.000 Mg | 22.00000 1056.00| 30.00000 1440.00| 20.00000 960.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 1.200 kg | 75.00000 90.00| 61.60000 73.92| 75.00000 90.00 SEED MIXTURE, CV | | | 0032 621-06559 1028.000 m2 | 0.82000 842.96| 1.20000 1233.60| 0.82000 842.96 MULCHED SEEDING, R | | | 0033 621-06567 3.000 kL | 5.00000 15.00| 50.00000 150.00| 5.00000 15.00 WATER | | | 0034 621-06574 141.000 m2 | 18.40000 2594.40| 6.30000 888.30| 18.40000 2594.40 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1817530 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-52448 4.000 EACH| 20.00000 80.00| 20.00000 80.00| 20.00000 80.00 SIGN, DO NOT SPRAY | | | 0036 622-98200 4.000 EACH| 20.00000 80.00| 20.00000 80.00| 20.00000 80.00 SIGN, DO NOT DISTURB | | | 0037 702-51005 15.200 m3 | 593.00000 9013.60| 500.00000 7600.00| 850.00000 12920.00 CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 14.800 m3 | 410.00000 6068.00| 500.00000 7400.00| 600.00000 8880.00 CONCRETE, B, FOOTINGS | | | 0039 703-51030 2071.000 kg | 0.80000 1656.80| 1.00000 2071.00| 1.35000 2795.85 REINFORCING STEEL | | | 0040 714-26726 14.600 m | 2920.00000 42632.00| 3000.00000 43800.00| 3340.00000 48764.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0041 715-35000 30.000 m | 1.00000 30.00| 70.00000 2100.00| 60.00000 1800.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0042 715-35005 30.000 m | 1.00000 30.00| 80.00000 2400.00| 66.05000 1981.50 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0043 715-35010 30.000 m | 1.00000 30.00| 85.00000 2550.00| 72.30000 2169.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0044 801-04308 2.000 EACH| 248.00000 496.00| 248.00000 496.00| 155.00000 310.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 12.000 EACH| 34.00000 408.00| 34.00000 408.00| 45.00000 540.00 BARRICADE, IIIA | | | 0046 801-06606 10.000 EACH| 50.00000 500.00| 50.00000 500.00| 60.00000 600.00 BARRICADE, IIIB | | | 0047 801-06625 19.000 EACH| 49.00000 931.00| 49.00000 931.00| 75.00000 1425.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 79.00000 1422.00| 79.00000 1422.00| 89.00000 1602.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0050 802-04314 1.000 EACH| 100.00000 100.00| 175.00000 175.00| 385.00000 385.00 SIGN , RELOCATE | | | 0051 804-06725 12.000 EACH| 20.00000 240.00| 16.00000 192.00| 20.00000 240.00 DELINEATOR WITH POST, D1, 75 mm | | | 0052 808-06703 600.000 m | 1.86000 1116.00| 1.86000 1116.00| 1.05000 630.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0053 808-75240 75.000 m | 1.86000 139.50| 1.86000 139.50| 1.05000 78.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1817530 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75245 300.000 m | 1.86000 558.00| 1.86000 558.00| 1.05000 315.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0055 808-75996 13.000 EACH| 10.00000 130.00| 9.00000 117.00| 20.00000 260.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 13.000 EACH| 29.00000 377.00| 29.00000 377.00| 35.00000 455.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 402-05481 212.000 Mg | 38.00000 8056.00| 35.00000 7420.00| 35.00000 7420.00 HMA BASE 25.0 mm, SHOULDER | | | 0058 720-45065 1.000 EACH| 2960.00000 2960.00| 2800.00000 2800.00| 2625.00000 2625.00 INLET, N12 , 10:1 SLOPE | | | 0059 715-05169 10.000 m | 94.20000 942.00| 85.00000 850.00| 103.00000 1030.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-02628 1.000 EACH| 593.00000 593.00| 550.00000 550.00| 900.00000 900.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | SECTION TOTALS | $ 212,786.58| $ 223,110.30| $ 246,705.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 212,786.58| $ 223,110.30| $ 246,705.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1333300 |(6) 35-1817574 |ATLAS EXCAVATING, INC. |KNECHT EXCAVATING, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 700.00000 2800.00| 1800.00000 7200.00| 1850.00000 7400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13000.00000 13000.00| 12000.00000 12000.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 122.000 m | 13.00000 1586.00| 14.50000 1769.00| 18.00000 2196.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 14000.00000 14000.00| 7500.00000 7500.00| 16500.00000 16500.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 197.300 m2 | 10.50000 2071.65| 16.00000 3156.80| 10.00000 1973.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 606.000 m3 | 16.00000 9696.00| 30.00000 18180.00| 15.00000 9090.00 EXCAVATION, COMMON | | | 0009 203-02045 216.000 m3 | 10.00000 2160.00| 10.00000 2160.00| 25.00000 5400.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02224 460.000 m | 5.50000 2530.00| 5.55000 2553.00| 7.00000 3220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 16.000 m | 10.00000 160.00| 16.40000 262.40| 40.00000 640.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02060 191.000 m3 | 29.00000 5539.00| 45.00000 8595.00| 25.00000 4775.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1528.000 Mg | 14.00000 21392.00| 11.50000 17572.00| 21.00000 32088.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 131.100 Mg | 50.00000 6555.00| 39.00000 5112.90| 55.20000 7236.72 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 430.400 Mg | 35.00000 15064.00| 39.00000 16785.60| 42.00000 18076.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 146.400 Mg | 56.00000 8198.40| 45.00000 6588.00| 62.00000 9076.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 1178.000 m2 | 3.40000 4005.20| 2.90000 3416.20| 3.00000 3534.00 SEAL COAT, 2 | | | 0019 405-05518 1178.000 m2 | 0.65000 765.70| 0.90000 1060.20| 1.20000 1413.60 ASPHALT FOR PRIME COAT | | | 0020 406-05521 5142.000 m2 | 0.10000 514.20| 0.20000 1028.40| 0.25000 1285.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1333300 |(6) 35-1817574 |ATLAS EXCAVATING, INC. |KNECHT EXCAVATING, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-02636 22.860 m | 40.50000 925.83| 61.50000 1405.89| 67.00000 1531.62 GUARDRAIL, W BEAM, NESTED | | | 0022 601-94689 4.000 EACH| 3300.00000 13200.00| 3150.00000 12600.00| 3620.00000 14480.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 228.600 m | 34.50000 7886.70| 31.50000 7200.90| 35.00000 8001.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 610-05527 13.600 Mg | 105.00000 1428.00| 120.00000 1632.00| 80.00000 1088.00 HMA FOR APPROACHES | | | 0025 611-06497 2.000 EACH| 115.00000 230.00| 150.00000 300.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 616-02320 173.000 m2 | 5.50000 951.50| 4.00000 692.00| 4.00000 692.00 GEOTEXTILES | | | 0027 616-06405 48.000 Mg | 23.00000 1104.00| 25.00000 1200.00| 40.00000 1920.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 425.00000 425.00| 400.00000 400.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 1.200 kg | 78.00000 93.60| 75.00000 90.00| 350.00000 420.00 SEED MIXTURE, CV | | | 0032 621-06559 1028.000 m2 | 0.85000 873.80| 0.82000 842.96| 0.80000 822.40 MULCHED SEEDING, R | | | 0033 621-06567 3.000 kL | 5.00000 15.00| 5.00000 15.00| 1.00000 3.00 WATER | | | 0034 621-06574 141.000 m2 | 19.00000 2679.00| 18.40000 2594.40| 8.50000 1198.50 SODDING | | | 0035 621-52448 4.000 EACH| 24.00000 96.00| 20.00000 80.00| 45.00000 180.00 SIGN, DO NOT SPRAY | | | 0036 622-98200 4.000 EACH| 24.00000 96.00| 20.00000 80.00| 45.00000 180.00 SIGN, DO NOT DISTURB | | | 0037 702-51005 15.200 m3 | 700.00000 10640.00| 600.00000 9120.00| 660.00000 10032.00 CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 14.800 m3 | 320.00000 4736.00| 500.00000 7400.00| 550.00000 8140.00 CONCRETE, B, FOOTINGS | | | 0039 703-51030 2071.000 kg | 1.50000 3106.50| 2.00000 4142.00| 1.75000 3624.25 REINFORCING STEEL | | | 0040 714-26726 14.600 m | 3425.00000 50005.00| 3365.00000 49129.00| 3318.00000 48442.80 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0041 715-35000 30.000 m | 52.00000 1560.00| 15.00000 450.00| 30.00000 900.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1333300 |(6) 35-1817574 |ATLAS EXCAVATING, INC. |KNECHT EXCAVATING, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-35005 30.000 m | 60.00000 1800.00| 19.00000 570.00| 35.00000 1050.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0043 715-35010 30.000 m | 70.00000 2100.00| 23.00000 690.00| 35.00000 1050.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0044 801-04308 2.000 EACH| 170.00000 340.00| 248.00000 496.00| 180.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 12.000 EACH| 50.00000 600.00| 34.00000 408.00| 55.00000 660.00 BARRICADE, IIIA | | | 0046 801-06606 10.000 EACH| 65.00000 650.00| 50.00000 500.00| 70.00000 700.00 BARRICADE, IIIB | | | 0047 801-06625 19.000 EACH| 90.00000 1710.00| 49.00000 931.00| 85.00000 1615.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 110.00000 1980.00| 79.00000 1422.00| 95.00000 1710.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 7000.00000 7000.00| 7500.00000 7500.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0050 802-04314 1.000 EACH| 275.00000 275.00| 200.00000 200.00| 500.00000 500.00 SIGN , RELOCATE | | | 0051 804-06725 12.000 EACH| 17.00000 204.00| 20.00000 240.00| 150.00000 1800.00 DELINEATOR WITH POST, D1, 75 mm | | | 0052 808-06703 600.000 m | 1.25000 750.00| 1.86000 1116.00| 1.50000 900.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0053 808-75240 75.000 m | 1.25000 93.75| 1.86000 139.50| 1.50000 112.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0054 808-75245 300.000 m | 1.25000 375.00| 1.86000 558.00| 1.50000 450.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0055 808-75996 13.000 EACH| 11.00000 143.00| 50.00000 650.00| 50.00000 650.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 13.000 EACH| 62.00000 806.00| 29.00000 377.00| 57.00000 741.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 402-05481 212.000 Mg | 45.00000 9540.00| 39.00000 8268.00| 65.00000 13780.00 HMA BASE 25.0 mm, SHOULDER | | | 0058 720-45065 1.000 EACH| 2100.00000 2100.00| 2950.00000 2950.00| 0.00000 0.00 INLET, N12 , 10:1 SLOPE | | | 0059 715-05169 10.000 m | 97.00000 970.00| 125.00000 1250.00| 0.00000 0.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1333300 |(6) 35-1817574 |ATLAS EXCAVATING, INC. |KNECHT EXCAVATING, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-02628 1.000 EACH| 645.00000 645.00| 750.00000 750.00| 0.00000 0.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | SECTION TOTALS | $ 249,670.83| $ 255,829.15| $ 275,239.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,670.83| $ 255,829.15| $ 275,239.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 |(8) 35-1486233 |(9) 35-1991044 |T C INCORPORATED |GEIGER DEVELOPING INC. |JOHNSON 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 105-06790 4.000 MOS | 2097.00000 8388.00| 1783.61000 7134.44| 1700.00000 6800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4280.00000 4280.00| 5000.00000 5000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12608.00000 12608.00| 11413.00000 11413.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3691.00000 3691.00| 8078.00000 8078.00| 800.00000 800.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 122.000 m | 17.00000 2074.00| 14.50000 1769.00| 17.00000 2074.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 13363.00000 13363.00| 9400.00000 9400.00| 19000.00000 19000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 197.300 m2 | 20.00000 3946.00| 7.00000 1381.10| 90.00000 17757.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 606.000 m3 | 11.00000 6666.00| 15.04000 9114.24| 55.00000 33330.00 EXCAVATION, COMMON | | | 0009 203-02045 216.000 m3 | 11.00000 2376.00| 20.27000 4378.32| 100.00000 21600.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02224 460.000 m | 6.00000 2760.00| 5.54000 2548.40| 6.00000 2760.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 16.000 m | 20.00000 320.00| 5.54000 88.64| 16.00000 256.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02060 191.000 m3 | 21.00000 4011.00| 23.03000 4398.73| 21.00000 4011.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1528.000 Mg | 15.00000 22920.00| 17.58000 26862.24| 15.00000 22920.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 131.100 Mg | 47.00000 6161.70| 38.60000 5060.46| 45.00000 5899.50 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 430.400 Mg | 42.00000 18076.80| 35.10000 15107.04| 40.00000 17216.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 146.400 Mg | 56.00000 8198.40| 45.90000 6719.76| 55.00000 8052.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 1178.000 m2 | 1.00000 1178.00| 3.15000 3710.70| 1.00000 1178.00 SEAL COAT, 2 | | | 0019 405-05518 1178.000 m2 | 3.00000 3534.00| 0.89000 1048.42| 0.50000 589.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 5142.000 m2 | 0.10000 514.20| 0.08000 411.36| 0.50000 2571.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 |(8) 35-1486233 |(9) 35-1991044 |T C INCORPORATED |GEIGER DEVELOPING INC. |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-02636 22.860 m | 75.00000 1714.50| 61.52000 1406.35| 73.50000 1680.21 GUARDRAIL, W BEAM, NESTED | | | 0022 601-94689 4.000 EACH| 3852.00000 15408.00| 3150.00000 12600.00| 3600.00000 14400.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 228.600 m | 38.00000 8686.80| 31.50000 7200.90| 33.00000 7543.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 610-05527 13.600 Mg | 48.00000 652.80| 45.90000 624.24| 100.00000 1360.00 HMA FOR APPROACHES | | | 0025 611-06497 2.000 EACH| 183.00000 366.00| 150.00000 300.00| 110.00000 220.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 616-02320 173.000 m2 | 2.65000 458.45| 2.99000 517.27| 4.00000 692.00 GEOTEXTILES | | | 0027 616-06405 48.000 Mg | 31.00000 1488.00| 31.97000 1534.56| 21.50000 1032.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 489.00000 489.00| 400.00000 400.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 1.200 kg | 91.00000 109.20| 75.00000 90.00| 92.00000 110.40 SEED MIXTURE, CV | | | 0032 621-06559 1028.000 m2 | 1.00000 1028.00| 0.82000 842.96| 1.50000 1542.00 MULCHED SEEDING, R | | | 0033 621-06567 3.000 kL | 6.00000 18.00| 5.00000 15.00| 25.00000 75.00 WATER | | | 0034 621-06574 141.000 m2 | 172.00000 24252.00| 18.39000 2592.99| 4.00000 564.00 SODDING | | | 0035 621-52448 4.000 EACH| 28.00000 112.00| 23.00000 92.00| 80.00000 320.00 SIGN, DO NOT SPRAY | | | 0036 622-98200 4.000 EACH| 28.00000 112.00| 23.00000 92.00| 80.00000 320.00 SIGN, DO NOT DISTURB | | | 0037 702-51005 15.200 m3 | 1408.00000 21401.60| 546.24000 8302.85| 590.00000 8968.00 CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 14.800 m3 | 413.00000 6112.40| 804.18000 11901.86| 350.00000 5180.00 CONCRETE, B, FOOTINGS | | | 0039 703-51030 2071.000 kg | 0.62000 1284.02| 2.40000 4970.40| 1.60000 3313.60 REINFORCING STEEL | | | 0040 714-26726 14.600 m | 3121.00000 45566.60| 5304.63000 77447.60| 3816.43000 55719.88 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0041 715-35000 30.000 m | 26.00000 780.00| 56.00000 1680.00| 25.00000 750.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 |(8) 35-1486233 |(9) 35-1991044 |T C INCORPORATED |GEIGER DEVELOPING INC. |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-35005 30.000 m | 41.00000 1230.00| 60.99000 1829.70| 25.00000 750.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0043 715-35010 30.000 m | 41.00000 1230.00| 66.01000 1980.30| 30.00000 900.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0044 801-04308 2.000 EACH| 303.00000 606.00| 248.00000 496.00| 190.00000 380.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 12.000 EACH| 41.00000 492.00| 34.00000 408.00| 70.00000 840.00 BARRICADE, IIIA | | | 0046 801-06606 10.000 EACH| 61.00000 610.00| 50.00000 500.00| 85.00000 850.00 BARRICADE, IIIB | | | 0047 801-06625 19.000 EACH| 59.00000 1121.00| 49.00000 931.00| 100.00000 1900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 96.00000 1728.00| 79.00000 1422.00| 95.00000 1710.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 752.00000 752.00| 3000.00000 3000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0050 802-04314 1.000 EACH| 182.00000 182.00| 650.00000 650.00| 200.00000 200.00 SIGN , RELOCATE | | | 0051 804-06725 12.000 EACH| 26.00000 312.00| 21.35000 256.20| 16.30000 195.60 DELINEATOR WITH POST, D1, 75 mm | | | 0052 808-06703 600.000 m | 2.00000 1200.00| 1.87000 1122.00| 1.50000 900.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0053 808-75240 75.000 m | 2.00000 150.00| 1.87000 140.25| 1.50000 112.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0054 808-75245 300.000 m | 2.00000 600.00| 1.87000 561.00| 1.50000 450.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0055 808-75996 13.000 EACH| 35.00000 455.00| 35.00000 455.00| 15.00000 195.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 13.000 EACH| 35.00000 455.00| 29.00000 377.00| 35.00000 455.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 402-05481 212.000 Mg | 45.00000 9540.00| 37.00000 7844.00| 40.00000 8480.00 HMA BASE 25.0 mm, SHOULDER | | | 0058 720-45065 1.000 EACH| 1025.00000 1025.00| 2519.58000 2519.58| 2400.00000 2400.00 INLET, N12 , 10:1 SLOPE | | | 0059 715-05169 10.000 m | 51.00000 510.00| 150.98000 1509.80| 150.00000 1500.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,737.78 ROUTE : 9 CALL ORDER : 160 CONTRACT ID : R -25018-A COUNTIES : HUNTINGTON LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 |(8) 35-1486233 |(9) 35-1991044 |T C INCORPORATED |GEIGER DEVELOPING INC. |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-02628 1.000 EACH| 1075.00000 1075.00| 519.32000 519.32| 500.00000 500.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | SECTION TOTALS | $ 278,378.47| $ 282,755.98| $ 323,122.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,378.47| $ 282,755.98| $ 323,122.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,118.21 ROUTE : 237 CALL ORDER : 170 CONTRACT ID : R -25026-A COUNTIES : PERRY LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 095100K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0958970 LUTGRING BROTHERS, INC. $ 28,116.85 100.0000% 2 35-1714030 MILES EXCAVATING, INC. $ 33,645.47 119.6630% 3 35-1874009 HAUER EXCAVATING $ 39,831.16 141.6629% 4 35-1817574 YARDBERRY LANDSCAPE $ 39,891.07 141.8760% 5 35-1991044 JOHNSON COMPANY, INC. $ 43,006.83 152.9574% ==================================================================================================================================== |(1) 35-0958970 |(2) 35-1714030 |(3) 35-1874009 |LUTGRING BROTHERS, INC. |MILES EXCAVATING, INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 2800.00000 2800.00| 4500.00000 4500.00| 4900.00000 4900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | N0. 126 | | | 0002 202-03000 LUMP| 1900.00000 1900.00| 2500.00000 2500.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 123SA | | | 0003 202-03000 LUMP| 6300.00000 6300.00| 3500.00000 3500.00| 8500.00000 8500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0004 202-03000 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4500.00000 4500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0005 202-03000 LUMP| 4200.00000 4200.00| 6700.00000 6700.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38 | | | 0006 202-03000 LUMP| 3000.00000 3000.00| 3900.00000 3900.00| 4250.00000 4250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0007 202-03000 LUMP| 2200.00000 2200.00| 2100.00000 2100.00| 4250.00000 4250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48SA | | | 0008 202-03135 9.290 m2 | 58.00000 538.82| 324.00000 3009.96| 258.35000 2400.07 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 621-01004 1.000 EACH| 445.00000 445.00| 450.00000 450.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,118.21 ROUTE : 237 CALL ORDER : 170 CONTRACT ID : R -25026-A COUNTIES : PERRY LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0958970 |(2) 35-1714030 |(3) 35-1874009 |LUTGRING BROTHERS, INC. |MILES EXCAVATING, INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 621-06545 1.810 Mg | 530.00000 959.30| 570.00000 1031.70| 350.00000 633.50 FERTILIZER | | | 0011 621-06553 136.080 kg | 6.65000 904.93| 3.90000 530.71| 4.25000 578.34 SEED MIXTURE, R | | | 0012 621-06565 1.810 Mg | 480.00000 868.80| 510.00000 923.10| 425.00000 769.25 MULCHING MATERIAL | | | SECTION TOTALS | $ 28,116.85| $ 33,645.47| $ 39,831.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,116.85| $ 33,645.47| $ 39,831.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,118.21 ROUTE : 237 CALL ORDER : 170 CONTRACT ID : R -25026-A COUNTIES : PERRY LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1991044 | |YARDBERRY LANDSCAPE |JOHNSON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 4000.00000 4000.00| 4368.00000 4368.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | N0. 126 | | | 0002 202-03000 LUMP| 4800.00000 4800.00| 3185.00000 3185.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 123SA | | | 0003 202-03000 LUMP| 7500.00000 7500.00| 3152.50000 3152.50| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0004 202-03000 LUMP| 4800.00000 4800.00| 4332.25000 4332.25| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0005 202-03000 LUMP| 5000.00000 5000.00| 5642.00000 5642.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38 | | | 0006 202-03000 LUMP| 4800.00000 4800.00| 4795.00000 4795.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0007 202-03000 LUMP| 3800.00000 3800.00| 3575.00000 3575.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48SA | | | 0008 202-03135 9.290 m2 | 250.00000 2322.50| 600.00000 5574.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 621-01004 1.000 EACH| 650.00000 650.00| 1500.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0010 621-06545 1.810 Mg | 475.00000 859.75| 1610.00000 2914.10| FERTILIZER | | | 0011 621-06553 136.080 kg | 4.00000 544.32| 8.55000 1163.48| SEED MIXTURE, R | | | 0012 621-06565 1.810 Mg | 450.00000 814.50| 1550.00000 2805.50| MULCHING MATERIAL | | | SECTION TOTALS | $ 39,891.07| $ 43,006.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,891.07| $ 43,006.83| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 180 CONTRACT ID : R -25030-A COUNTIES : PUTNAM LETTING DATE : 07/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 362,908.91 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 394,745.96 108.7727% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 412,530.85 113.6733% 4 35-1609544 SCHUTT-LOOKABILL CO $ 435,437.15 119.9852% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 182 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,810.72 ROUTE : LOCAL CALL ORDER : 182 CONTRACT ID : R -25031-B COUNTIES : MONROE LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9953012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 614,737.21 100.0000% ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE/PEDESTRAIN FACILITIES | | | 0001 105-06790 4.000 MOS | 1700.00000 6800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 36050.00000 36050.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30700.00000 30700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 31930.00000 31930.00| | CLEARING RIGHT OF WAY | | | 0005 203-02000 2394.000 m3 | 19.00000 45486.00| | EXCAVATION, COMMON | | | 0006 205-02224 1195.000 m | 6.00000 7170.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02231 92.400 m | 54.00000 4989.60| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0008 205-02234 11.000 EACH| 52.00000 572.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 1.000 EACH| 65.00000 65.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-02770 1484.000 m2 | 2.00000 2968.00| | EROSION CONTROL BLANKET | | | 0011 206-51215 5.000 m3 | 130.00000 650.00| | EXCAVATION, X | | | 0012 206-51230 26.000 m3 | 220.00000 5720.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 210-06389 565.000 Mg | 11.00000 6215.00| | LIMESTONE , CRUSHED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 182 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,810.72 ROUTE : LOCAL CALL ORDER : 182 CONTRACT ID : R -25031-B COUNTIES : MONROE LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-06799 9.000 m3 | 196.00000 1764.00| | LIMESTONE BLOCK | | | 0015 211-02060 150.000 m3 | 32.00000 4800.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 3807.000 Mg | 13.00000 49491.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05474 1516.000 Mg | 43.00000 65188.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05480 690.000 Mg | 47.00000 32430.00| | HMA SURFACE 19.0 mm, MAINLINE | | | 0019 406-05520 3.130 Mg | 361.00000 1129.93| | ASPHALT FOR TACK COAT | | | 0020 601-03871 4.000 EACH| 1494.00000 5976.00| | RAILING, WOOD, END TREATMENT | | | 0021 603-03829 392.000 m | 118.00000 46256.00| | FENCE , CHAIN LINK, 3020mm | | | 0022 603-04847 3.000 EACH| 1082.00000 3246.00| | FENCE GATE , FARM FIELD, 1190mm X 7.4m | | | 0023 603-06040 25.000 m | 43.00000 1075.00| | FENCE, FARM FIELD, 1190 mm | | | 0024 603-91340 1.000 EACH| 927.00000 927.00| | FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0025 611-05330 261.000 m2 | 57.00000 14877.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0026 616-02320 262.000 m2 | 4.00000 1048.00| | GEOTEXTILES | | | 0027 616-05688 80.000 Mg | 36.00000 2880.00| | RIPRAP, CLASS 1 | | | 0028 616-06405 124.000 Mg | 26.00000 3224.00| | RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 649.00000 649.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-03423 0.496 ha | 16480.00000 8174.08| | NATIVE GRASSES | | | 0031 621-04316 526.000 m | 5.00000 2630.00| | SPADE EDGE | | | 0032 621-04978 10175.000 m2 | 1.00000 10175.00| | SEED MIXTURE , A | | | 0033 621-06570 100.000 m3 | 26.00000 2600.00| | TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 182 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,810.72 ROUTE : LOCAL CALL ORDER : 182 CONTRACT ID : R -25031-B COUNTIES : MONROE LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-98038 5.600 m3 | 80.00000 448.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0035 622-05641 38.000 EACH| 93.00000 3534.00| | PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0036 622-05652 22.000 EACH| 937.00000 20614.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0037 702-51005 14.000 m3 | 1339.00000 18746.00| | CONCRETE, A, SUBSTRUCTURE | | | 0038 703-51030 619.000 kg | 5.00000 3095.00| | REINFORCING STEEL | | | 0039 704-04850 58.000 m2 | 309.00000 17922.00| | CONCRETE , BRIDGE DECK, REINFORCED | | | 0040 706-04683 31.000 m | 173.00000 5363.00| | RAILING , WOOD, TYPE I | | | 0041 711-04845 LUMP| 44857.00000 44857.00| | BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | 0042 714-03856 31.000 m | 170.00000 5270.00| | RETAINING WALL, LIMESTONE | | | 0043 715-05118 11.000 m | 55.00000 605.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0044 715-05121 9.500 m | 69.00000 655.50| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0045 715-05127 25.000 m | 175.00000 4375.00| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0046 715-05149 27.200 m | 49.00000 1332.80| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0047 715-05168 10.000 m | 59.00000 590.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0048 715-05242 19.000 m | 158.00000 3002.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0049 715-05407 25.000 m | 41.00000 1025.00| | PIPE, END BENT DRAIN, 150 mm | | | 0050 715-06033 4.000 EACH| 1267.00000 5068.00| | PIPE END SECTION, MIN. AREA 1.45 m2 | | | 0051 715-06487 22.000 m | 67.00000 1474.00| | PIPE, REINFORCED CONCRETE, II, D0.3=60, | | | 375 mm | | | 0052 715-44240 5.300 m3 | 1288.00000 6826.40| | CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 182 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,810.72 ROUTE : LOCAL CALL ORDER : 182 CONTRACT ID : R -25031-B COUNTIES : MONROE LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-46000 6.000 EACH| 218.00000 1308.00| | PIPE END SECTION, 300 mm | | | 0054 715-46005 4.000 EACH| 258.00000 1032.00| | PIPE END SECTION, 375 mm | | | 0055 715-46010 2.000 EACH| 275.00000 550.00| | PIPE END SECTION, 450 mm | | | 0056 715-91361 13.000 m | 31.00000 403.00| | PIPE, PVC, 150 mm | | | 0057 720-45069 1.000 EACH| 2266.00000 2266.00| | INLET, P12 | | | 0058 720-45270 1.000 EACH| 783.00000 783.00| | PIPE CATCH BASIN, 450 mm | | | 0059 724-03855 11.000 m | 52.00000 572.00| | EXPANSION JOINT, SLIDING PLATE | | | 0060 801-06606 4.000 EACH| 103.00000 412.00| | BARRICADE, IIIB | | | 0061 801-06640 8.000 EACH| 103.00000 824.00| | CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 3090.00000 3090.00| | MAINTAINING TRAFFIC | | | 0063 802-04314 4.000 EACH| 876.00000 3504.00| | SIGN , INDENTITY | | | 0064 802-04314 14.000 EACH| 390.00000 5460.00| | SIGN , TRAIL TRAFFIC | | | 0065 802-76025 0.360 m2 | 285.00000 102.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0066 802-76035 1.125 m2 | 300.00000 337.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0067 802-76055 17.000 m | 16.00000 272.00| | SIGN POST, A | | | 0068 808-03439 21.600 m | 11.00000 237.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0069 808-04767 54.000 m | 6.00000 324.00| | LINE , PAINT, SOLID, BLUE, 100 mm | | | 0070 808-06713 198.000 m | 1.00000 198.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-75300 21.600 m | 2.00000 43.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 182 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,810.72 ROUTE : LOCAL CALL ORDER : 182 CONTRACT ID : R -25031-B COUNTIES : MONROE LETTING DATE : 07/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75330 2.000 EACH| 82.00000 164.00| | PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | WORK (PEDX) | | | 0073 808-97222 2.000 EACH| 82.00000 164.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0074 900-04999 114.000 EACH| 88.00000 10032.00| | POST , WOOD | | | SECTION TOTALS | $ 614,737.21| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 614,737.21| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,115,691.99 ROUTE : SR 120,127,OLD US 27 CALL ORDER : 190 CONTRACT ID : R -25033-A COUNTIES : STEUBEN LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/29/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 7376002 7176001 7376002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,986,421.05 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 2,021,335.53 101.7576% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,382,512.45 119.9399% ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1200.00000 14400.00| 1000.00000 12000.00| 1200.00000 14400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 51500.00000 51500.00| 25000.00000 25000.00| 18700.00000 18700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 99000.00000 99000.00| 41000.00000 41000.00| 119000.00000 119000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 40000.00000 40000.00| 47600.00000 47600.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 15347.000 m2 | 4.65000 71363.55| 5.00000 76735.00| 4.70000 72130.90 PAVEMENT, REMOVE | | | 0006 202-74080 4.000 EACH| 285.00000 1140.00| 285.00000 1140.00| 1650.00000 6600.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0007 202-78515 LUMP| 1850.00000 1850.00| 1850.00000 1850.00| 3850.00000 3850.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 13058.000 m3 | 4.50000 58761.00| 9.00000 117522.00| 9.90000 129274.20 EXCAVATION, COMMON | | | 0009 203-02045 8499.000 m3 | 3.50000 29746.50| 7.00000 59493.00| 5.00000 42495.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02224 2108.000 m | 4.75000 10013.00| 5.40000 11383.20| 5.90000 12437.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02227 440.000 m | 13.30000 5852.00| 7.00000 3080.00| 9.00000 3960.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0012 205-02228 41.000 m | 35.40000 1451.40| 75.00000 3075.00| 60.00000 2460.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,115,691.99 ROUTE : SR 120,127,OLD US 27 CALL ORDER : 190 CONTRACT ID : R -25033-A COUNTIES : STEUBEN LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02231 107.620 m | 49.40000 5316.43| 60.00000 6457.20| 36.00000 3874.32 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-02236 3.000 EACH| 38.50000 115.50| 70.00000 210.00| 77.00000 231.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 207-04867 7554.000 m2 | 4.80000 36259.20| 4.19000 31651.26| 2.75000 20773.50 LIME-KILN DUST MODIFIED SOIL, 400 mm | | | 0016 211-02060 2215.100 m3 | 11.00000 24366.10| 11.00000 24366.10| 18.00000 39871.80 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-52308 5353.000 Mg | 11.19000 59900.07| 11.00000 58883.00| 12.30000 65841.90 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 305-05206 2264.000 Mg | 36.49000 82613.36| 50.00000 113200.00| 44.00000 99616.00 WIDENING WITH HMA | | | 0019 305-60970 2239.000 Mg | 16.53000 37010.67| 27.00000 60453.00| 13.50000 30226.50 WIDENING WITH COMPACTED AGGREGATE | | | 0020 401-05437 8115.000 Mg | 32.03000 259923.45| 36.00000 292140.00| 43.00000 348945.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0021 401-05455 3201.000 Mg | 32.32000 103456.32| 38.00000 121638.00| 45.00000 144045.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05456 1447.000 Mg | 38.17000 55231.99| 55.00000 79585.00| 49.00000 70903.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0023 401-06264 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 4900.00000 4900.00 PROFILOGRAPH, HMA | | | 0024 402-05470 4515.000 Mg | 32.83000 148227.45| 31.00000 139965.00| 44.00000 198660.00 HMA BASE C25.0 mm, MAINLINE | | | 0025 402-05481 2315.000 Mg | 33.07000 76557.05| 27.50000 63662.50| 39.00000 90285.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05490 1084.000 Mg | 38.58000 41820.72| 32.00000 34688.00| 48.00000 52032.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0027 405-05517 13.490 Mg | 418.85000 5650.29| 100.00000 1349.00| 375.00000 5058.75 ASPHALT FOR PRIME COAT | | | 0028 406-05520 27.440 Mg | 231.64000 6356.20| 85.00000 2332.40| 245.00000 6722.80 ASPHALT FOR TACK COAT | | | 0029 601-01867 2.000 EACH| 1450.00000 2900.00| 1450.00000 2900.00| 1870.00000 3740.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0030 601-06037 6.000 EACH| 550.00000 3300.00| 550.00000 3300.00| 770.00000 4620.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 156.210 m | 33.00000 5154.93| 33.00000 5154.93| 44.55000 6959.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99123 4.000 EACH| 1650.00000 6600.00| 1650.00000 6600.00| 2667.50000 10670.00 GUARDRAIL TRANSITION, GP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,115,691.99 ROUTE : SR 120,127,OLD US 27 CALL ORDER : 190 CONTRACT ID : R -25033-A COUNTIES : STEUBEN LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 603-06060 375.000 m | 17.00000 6375.00| 17.00000 6375.00| 17.00000 6375.00 FENCE, FARM FIELD, RESET | | | 0034 610-05527 2071.000 Mg | 38.99000 80748.29| 55.00000 113905.00| 68.00000 140828.00 HMA FOR APPROACHES | | | 0035 611-06497 3.000 EACH| 110.00000 330.00| 110.00000 330.00| 200.00000 600.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06505 7.000 EACH| 430.00000 3010.00| 430.00000 3010.00| 500.00000 3500.00 MONUMENT, B | | | 0037 615-06510 1.000 EACH| 320.00000 320.00| 320.00000 320.00| 465.00000 465.00 MONUMENT, C | | | 0038 616-02320 1630.000 m2 | 1.65000 2689.50| 2.50000 4075.00| 2.98000 4857.40 GEOTEXTILES | | | 0039 616-06451 540.800 Mg | 24.30000 13141.44| 28.00000 15142.40| 23.50000 12708.80 RIPRAP, UNIFORM | | | 0040 621-01004 6.000 EACH| 1100.00000 6600.00| 1100.00000 6600.00| 1200.00000 7200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01882 123.000 kg | 15.80000 1943.40| 15.80000 1943.40| 17.00000 2091.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0042 621-06545 2.441 Mg | 625.00000 1525.63| 624.74000 1524.99| 680.00000 1659.88 FERTILIZER | | | 0043 621-06548 2.000 kg | 50.00000 100.00| 50.00000 100.00| 55.00000 110.00 SEED MIXTURE, CV | | | 0044 621-06553 515.000 kg | 8.40000 4326.00| 8.40000 4326.00| 9.00000 4635.00 SEED MIXTURE, R | | | 0045 621-06565 11.800 Mg | 480.00000 5664.00| 480.00000 5664.00| 525.00000 6195.00 MULCHING MATERIAL | | | 0046 621-06567 132.760 kL | 2.00000 265.52| 2.00000 265.52| 2.00000 265.52 WATER | | | 0047 621-06574 7371.000 m2 | 3.48000 25651.08| 3.48000 25651.08| 3.80000 28009.80 SODDING | | | 0048 622-52436 10.000 EACH| 20.00000 200.00| 20.00000 200.00| 22.00000 220.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 702-52376 3.300 m3 | 330.00000 1089.00| 800.00000 2640.00| 900.00000 2970.00 CONCRETE, C, STRUCTURES | | | 0050 715-05048 3671.000 m | 4.00000 14684.00| 10.00000 36710.00| 14.50000 53229.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05053 285.000 m | 16.30000 4645.50| 40.00000 11400.00| 60.00000 17100.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0052 715-05136 50.000 m | 576.00000 28800.00| 425.00000 21250.00| 800.00000 40000.00 PIPE, TYPE 1, CIRCULAR, 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,115,691.99 ROUTE : SR 120,127,OLD US 27 CALL ORDER : 190 CONTRACT ID : R -25033-A COUNTIES : STEUBEN LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05154 38.000 m | 256.30000 9739.40| 225.00000 8550.00| 190.00000 7220.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0054 715-05169 215.000 m | 70.45000 15146.75| 125.00000 26875.00| 120.00000 25800.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05171 40.000 m | 115.50000 4620.00| 140.00000 5600.00| 185.00000 7400.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0056 715-05177 61.000 m | 148.00000 9028.00| 215.00000 13115.00| 245.00000 14945.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0057 715-46005 9.000 EACH| 200.00000 1800.00| 250.00000 2250.00| 205.00000 1845.00 PIPE END SECTION, 375 mm | | | 0058 715-46010 6.000 EACH| 225.00000 1350.00| 275.00000 1650.00| 280.00000 1680.00 PIPE END SECTION, 450 mm | | | 0059 715-46020 1.000 EACH| 350.00000 350.00| 325.00000 325.00| 360.00000 360.00 PIPE END SECTION, 600 mm | | | 0060 715-46040 2.000 EACH| 480.00000 960.00| 550.00000 1100.00| 665.00000 1330.00 PIPE END SECTION, 900 mm | | | 0061 718-06528 18.000 EACH| 410.00000 7380.00| 600.00000 10800.00| 525.00000 9450.00 OUTLET PROTECTOR, 1 | | | 0062 718-06529 9.000 EACH| 205.00000 1845.00| 600.00000 5400.00| 675.00000 6075.00 OUTLET PROTECTOR, 2 | | | 0063 718-06532 1000.000 m | 6.00000 6000.00| 3.00000 3000.00| 7.00000 7000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0064 718-52610 802.000 m3 | 49.00000 39298.00| 38.00000 30476.00| 45.00000 36090.00 AGGREGATE FOR UNDERDRAINS | | | 0065 720-45030 1.000 EACH| 1340.00000 1340.00| 1500.00000 1500.00| 1200.00000 1200.00 INLET, E7 | | | 0066 720-45275 2.000 EACH| 765.00000 1530.00| 1600.00000 3200.00| 1400.00000 2800.00 PIPE CATCH BASIN, 600 mm | | | 0067 801-06203 13302.000 m | 0.30000 3990.60| 0.30000 3990.60| 0.36000 4788.72 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0068 801-06207 1418.000 m | 3.15000 4466.70| 3.09000 4381.62| 3.47000 4920.46 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0069 801-06216 71.500 m | 5.50000 393.25| 5.50000 393.25| 18.45000 1319.18 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0070 801-06605 22.000 EACH| 142.00000 3124.00| 125.00000 2750.00| 155.00000 3410.00 BARRICADE, IIIA | | | 0071 801-06640 33.000 EACH| 125.00000 4125.00| 165.00000 5445.00| 135.00000 4455.00 CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP| 201700.00000 201700.00| 35000.00000 35000.00| 58295.00000 58295.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,115,691.99 ROUTE : SR 120,127,OLD US 27 CALL ORDER : 190 CONTRACT ID : R -25033-A COUNTIES : STEUBEN LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 802-02293 17.770 m3 | 280.00000 4975.60| 280.00000 4975.60| 300.00000 5331.00 CONCRETE, SIGN FOUNDATION | | | 0074 802-02922 35.600 m | 25.30000 900.68| 25.30000 900.68| 28.00000 996.80 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE 63.5 x 63.5 x 2.66 | | | 0075 802-05701 35.600 m | 25.50000 907.80| 25.50000 907.80| 28.00000 996.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0076 802-05702 35.500 m | 18.50000 656.75| 18.50000 656.75| 20.00000 710.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0078 802-76025 23.953 m2 | 140.00000 3353.42| 139.98000 3352.94| 154.00000 3688.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0079 802-76035 25.182 m2 | 145.00000 3651.39| 144.99000 3651.14| 160.00000 4029.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0080 802-76095 307.000 kg | 6.50000 1995.50| 6.50000 1995.50| 7.15000 2195.05 STRUCTURAL STEEL, BREAKAWAY | | | 0081 803-02310 6991.000 kg | 0.75000 5243.25| 0.75000 5243.25| 0.83000 5802.53 REINFORCING STEEL, SIGN FOUNDATION | | | 0082 803-76135 3.000 EACH| 6250.00000 18750.00| 6250.00000 18750.00| 6875.00000 20625.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0083 805-01815 4.000 EACH| 1535.00000 6140.00| 1535.00000 6140.00| 1680.00000 6720.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0084 805-02328 1740.000 m | 0.40000 696.00| 0.40000 696.00| 0.44000 765.60 SIGNAL CABLE, 1C 14GA. | | | 0085 805-02658 380.000 m | 2.40000 912.00| 2.40000 912.00| 2.65000 1007.00 CABLE, COAXIAL | | | 0086 805-04782 1.000 EACH| 32050.00000 32050.00| 32050.00000 32050.00| 35255.00000 35255.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0087 805-06592 17.000 m | 37.00000 629.00| 37.00000 629.00| 40.00000 680.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0089 805-78205 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 440.00000 3520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0090 805-78415 4.000 EACH| 1465.00000 5860.00| 1465.00000 5860.00| 1610.00000 6440.00 SPAN, CATENARY, AND TETHER | | | 0091 805-78420 4.000 EACH| 180.00000 720.00| 180.00000 720.00| 200.00000 800.00 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,115,691.99 ROUTE : SR 120,127,OLD US 27 CALL ORDER : 190 CONTRACT ID : R -25033-A COUNTIES : STEUBEN LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-78445 1.000 EACH| 480.00000 480.00| 480.00000 480.00| 528.00000 528.00 SIGNAL SERVICE | | | 0093 805-78467 20.000 m | 4.65000 93.00| 4.65000 93.00| 5.10000 102.00 SIGNAL CABLE, 3C 8GA. | | | 0094 805-78480 240.000 m | 2.80000 672.00| 2.80000 672.00| 3.05000 732.00 SIGNAL CABLE, 3C 14GA. | | | 0095 805-78485 140.000 m | 3.20000 448.00| 3.20000 448.00| 3.50000 490.00 SIGNAL CABLE, 5C 14GA. | | | 0096 805-78490 195.000 m | 3.65000 711.75| 3.65000 711.75| 4.00000 780.00 SIGNAL CABLE, 7C 14GA. | | | 0098 805-78925 1.000 EACH| 590.00000 590.00| 590.00000 590.00| 645.00000 645.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0099 805-81060 4.000 EACH| 2540.00000 10160.00| 2540.00000 10160.00| 2790.00000 11160.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0100 806-53072 LUMP| 1145.00000 1145.00| 1145.00000 1145.00| 1260.00000 1260.00 TEMPORARY TRAFFIC SIGNAL , FLASHER | | | 0101 808-06703 4061.000 m | 0.78000 3167.58| 0.78000 3167.58| 1.00000 4061.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0102 808-75245 2688.000 m | 0.78000 2096.64| 0.78000 2096.64| 1.00000 2688.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0103 808-75278 113.000 m | 4.40000 497.20| 4.40000 497.20| 8.80000 994.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0104 808-75297 87.000 m | 8.65000 752.55| 8.65000 752.55| 16.50000 1435.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0105 808-75320 20.000 EACH| 46.50000 930.00| 46.50000 930.00| 73.00000 1460.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0106 808-75325 18.000 EACH| 67.25000 1210.50| 67.25000 1210.50| 115.00000 2070.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0107 808-92027 662.000 m | 2.60000 1721.20| 2.60000 1721.20| 2.30000 1522.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0108 202-02241 580.000 m | 9.00000 5220.00| 9.00000 5220.00| 10.50000 6090.00 GUARDRAIL, REMOVE | | | 0109 807-04781 6.000 EACH| 1260.00000 7560.00| 1260.00000 7560.00| 1380.00000 8280.00 LUMINAIRE MAST ARM, 9.1 m | | | 0110 805-06834 1.000 EACH| 8500.00000 8500.00| 8500.00000 8500.00| 9350.00000 9350.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,115,691.99 ROUTE : SR 120,127,OLD US 27 CALL ORDER : 190 CONTRACT ID : R -25033-A COUNTIES : STEUBEN LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 805-01828 8.000 EACH| 115.00000 920.00| 115.00000 920.00| 125.00000 1000.00 TRAFFIC SIGNAL HEAD, REALIGN | | | 0112 806-53072 LUMP| 7700.00000 7700.00| 7700.00000 7700.00| 8470.00000 8470.00 TEMPORARY TRAFFIC SIGNAL | | | 0113 807-02603 3.000 EACH| 340.00000 1020.00| 340.00000 1020.00| 374.00000 1122.00 LIGHT STANDARD, RELOCATE | | | 0114 805-86955 1.000 EACH| 95.00000 95.00| 95.00000 95.00| 104.00000 104.00 CABLE DUCT MARKER | | | 0115 805-86930 4.000 EACH| 4.25000 17.00| 4.25000 17.00| 4.65000 18.60 INSULATING LINK, NOT WATERPROOFED | | | 0116 805-86920 4.000 EACH| 8.50000 34.00| 8.50000 34.00| 9.35000 37.40 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0117 807-86910 3.000 EACH| 23.00000 69.00| 23.00000 69.00| 25.00000 75.00 CONNECTOR KIT, UNFUSED | | | 0118 807-86915 3.000 EACH| 24.00000 72.00| 24.00000 72.00| 26.00000 78.00 CONNECTOR KIT, FUSED | | | 0119 805-86820 3.000 EACH| 475.00000 1425.00| 475.00000 1425.00| 520.00000 1560.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0120 805-98335 150.000 m | 11.00000 1650.00| 11.00000 1650.00| 12.00000 1800.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0121 805-98336 50.000 m | 11.00000 550.00| 11.00000 550.00| 12.00000 600.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0122 805-86889 100.000 m | 1.40000 140.00| 1.40000 140.00| 1.50000 150.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | SECTION TOTALS | $ 1,986,421.05| $ 2,021,335.53| $ 2,382,512.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,986,421.05| $ 2,021,335.53| $ 2,382,512.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/03/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949037 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 883,912.25 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO $ 894,300.94 101.1753% 3 35-1139301 E & B PAVING, INC. $ 899,971.82 101.8168% 4 35-1212938 ATLAS EXCAVATING, INC. $ 922,671.31 104.3849% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 924,549.13 104.5973% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 924,938.02 104.6413% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 934,003.01 105.6669% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1151771 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1713.95000 10283.70| 2100.00000 12600.00| 2200.00000 13200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23198.50000 23198.50| 22690.00000 22690.00| 21500.00000 21500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 44195.00000 44195.00| 44000.00000 44000.00| 36400.00000 36400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8839.00000 8839.00| 12000.00000 12000.00| 27500.00000 27500.00 CLEARING RIGHT OF WAY | | | 0005 202-02272 255.000 m | 16.10000 4105.50| 7.90000 2014.50| 10.16000 2590.80 PAVED SIDE DITCH, REMOVE | | | 0006 202-02273 68.900 m2 | 43.78000 3016.44| 57.86000 3986.55| 22.12000 1524.07 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 860.200 m | 14.70000 12644.94| 18.23000 15681.45| 9.62000 8275.12 CURB, CONCRETE, REMOVE | | | 0008 202-52710 61.700 m2 | 12.49000 770.63| 11.34000 699.68| 9.31000 574.43 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 181.400 m2 | 7.23000 1311.52| 6.70000 1215.38| 12.00000 2176.80 SURFACE MILLING, ASPHALT | | | 0010 202-60822 356.500 m2 | 7.23000 2577.50| 6.70000 2388.55| 10.00000 3565.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-78515 LUMP| 2831.86000 2831.86| 1540.76000 1540.76| 2624.52000 2624.52 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 8.000 EACH| 226.26000 1810.08| 485.95000 3887.60| 302.00000 2416.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1151771 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02000 2016.000 m3 | 21.58000 43505.28| 19.06000 38424.96| 23.44000 47255.04 EXCAVATION, COMMON | | | 0014 205-02231 4.000 m | 101.68000 406.72| 101.90000 407.60| 167.00000 668.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02236 2.000 EACH| 53.95000 107.90| 52.77000 105.54| 50.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 19.000 EACH| 26.98000 512.62| 26.38000 501.22| 25.00000 475.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 211-02060 77.700 m3 | 21.50000 1670.55| 53.67000 4170.16| 27.19000 2112.66 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 241.480 m3 | 68.59000 16563.11| 63.88000 15425.74| 88.15000 21286.46 FLOWABLE MORTAR | | | 0019 303-52308 55.800 Mg | 32.93000 1837.49| 18.67000 1041.79| 19.35000 1079.73 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 310-04013 100.000 m2 | 115.13000 11513.00| 189.96000 18996.00| 150.00000 15000.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0021 401-05437 2200.000 Mg | 41.43000 91146.00| 38.37000 84414.00| 45.00000 99000.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 3000.000 Mg | 40.76000 122280.00| 37.75000 113250.00| 44.00000 132000.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 1000.000 Mg | 59.37000 59370.00| 54.98000 54980.00| 65.00000 65000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05470 530.000 Mg | 45.06000 23881.80| 41.73000 22116.90| 51.00000 27030.00 HMA BASE C25.0 mm, MAINLINE | | | 0025 406-05521 36870.000 m2 | 0.02000 737.40| 0.02000 737.40| 0.06000 2212.20 ASPHALT FOR TACK COAT | | | 0026 604-06069 44.500 m2 | 43.13000 1919.29| 75.05000 3339.73| 80.00000 3560.00 CURB RAMP, CONCRETE | | | 0027 604-06070 1310.700 m2 | 30.44000 39897.71| 36.02000 47211.41| 34.00000 44563.80 SIDEWALK, CONCRETE | | | 0028 605-02042 2.000 EACH| 495.77000 991.54| 966.48000 1932.96| 750.00000 1500.00 CURB AND GUTTER TURNOUT, CONCRETE | | | 0029 605-06150 1397.000 m | 27.68000 38668.96| 45.01000 62878.97| 38.50000 53784.50 CURB AND GUTTER, C, CONCRETE | | | 0030 607-06335 34.500 m | 54.88000 1893.36| 148.30000 5116.35| 120.00000 4140.00 PAVED SIDE DITCH, A | | | 0031 610-05527 10.200 Mg | 144.39000 1472.78| 133.00000 1356.60| 100.00000 1020.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1151771 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 615-06490 10.000 EACH| 140.27000 1402.70| 137.00000 1370.00| 130.00000 1300.00 RIGHT OF WAY MARKER | | | 0033 615-06505 3.000 EACH| 491.20000 1473.60| 464.00000 1392.00| 450.00000 1350.00 MONUMENT, B | | | 0034 616-02320 226.000 m2 | 3.46000 781.96| 1.22000 275.72| 4.69000 1059.94 GEOTEXTILES | | | 0035 616-03472 128.000 Mg | 29.69000 3800.32| 47.43000 6071.04| 26.44000 3384.32 RIPRAP, REVETMENT 450 mm | | | 0036 621-06575 3345.000 m2 | 3.45000 11540.25| 4.86000 16256.70| 3.20000 10704.00 SODDING, NURSERY | | | 0037 714-02102 122.400 m2 | 209.17000 25602.41| 168.46000 20619.50| 225.75000 27631.80 RETAINING WALL, MODULAR, CONCRETE | | | 0038 715-05149 169.500 m | 112.38000 19048.41| 137.15000 23246.93| 75.94000 12871.83 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05151 12.600 m | 141.19000 1778.99| 155.89000 1964.21| 108.86000 1371.64 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-44255 1348.100 m | 13.62000 18361.12| 10.03000 13521.44| 6.70000 9032.27 PIPE, GROUP K, 150 mm | | | 0041 715-95012 106.000 m | 6.75000 715.50| 9.18000 973.08| 5.63000 596.78 PIPE, GROUP K, 100 mm | | | 0042 718-52610 259.400 m3 | 38.95000 10103.63| 32.71000 8484.97| 22.58000 5857.25 AGGREGATE FOR UNDERDRAINS | | | 0043 720-44000 8.000 EACH| 408.45000 3267.60| 325.45000 2603.60| 440.00000 3520.00 CASTING, ADJUST TO GRADE | | | 0044 720-45030 3.000 EACH| 709.65000 2128.95| 1133.42000 3400.26| 1102.00000 3306.00 INLET, E7 | | | 0045 720-45035 1.000 EACH| 759.12000 759.12| 1133.42000 1133.42| 1102.00000 1102.00 INLET, F7 | | | 0046 720-45410 2.000 EACH| 1520.99000 3041.98| 2199.33000 4398.66| 2245.00000 4490.00 MANHOLE, C4 | | | 0047 720-98174 11.000 EACH| 1699.43000 18693.73| 1803.57000 19839.27| 1845.00000 20295.00 INLET, B15 | | | 0048 720-98555 5.000 EACH| 1779.95000 8899.75| 1815.63000 9078.15| 1840.00000 9200.00 INLET, C15 | | | 0049 731-93947 77.000 m | 34.28000 2639.56| 52.77000 4063.29| 33.40000 2571.80 LEVELING PAD, CONCRETE | | | 0050 801-06207 2780.000 m | 3.26000 9062.80| 2.64000 7339.20| 2.50000 6950.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06640 15.000 EACH| 64.74000 971.10| 68.54000 1028.10| 64.95000 974.25 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1151771 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06710 60.000 DAY | 19.42000 1165.20| 21.11000 1266.60| 20.00000 1200.00 FLASHING ARROW SIGN | | | 0053 801-06775 LUMP| 47646.88000 47646.88| 37250.00000 37250.00| 17351.00000 17351.00 MAINTAINING TRAFFIC | | | 0054 801-96383 4.000 EACH| 91.72000 366.88| 78.09000 312.36| 74.00000 296.00 TEMPORARY TRANSVERSE MARKINGS, I, WORD | | | (ONLY) | | | 0055 801-96385 5.000 EACH| 75.53000 377.65| 53.82000 269.10| 51.00000 255.00 TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0056 802-02489 31.900 m | 35.18000 1122.24| 21.85000 697.02| 32.60000 1039.94 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0057 802-76025 5.790 m2 | 215.79000 1249.42| 153.02000 885.99| 199.99000 1157.94 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0058 802-76035 1.620 m2 | 194.82000 315.61| 158.30000 256.45| 180.56000 292.51 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0059 805-01815 4.000 EACH| 1592.93000 6371.72| 1741.27000 6965.08| 1476.30000 5905.20 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0060 805-01893 LUMP| 1248.32000 1248.32| 1039.49000 1039.49| 1156.92000 1156.92 MAINTAINING TRAFFIC SIGNAL | | | 0061 805-02087 LUMP| 666.31000 666.31| 675.40000 675.40| 617.53000 617.53 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0062 805-02373 531.500 m | 9.83000 5224.65| 7.18000 3816.17| 9.11000 4841.97 INTERCONNECT CABLE, FIBER OPTIC | | | 0063 805-06592 700.000 m | 46.03000 32221.00| 34.83000 24381.00| 42.66000 29862.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0064 805-78100 1.000 EACH| 11839.49000 11839.49| 11186.36000 11186.36| 10972.65000 10972.65 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0065 805-78205 7.000 EACH| 418.12000 2926.84| 474.89000 3324.23| 387.51000 2712.57 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0066 805-78215 2.000 EACH| 418.12000 836.24| 485.45000 970.90| 387.51000 775.02 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0067 805-78230 1.000 EACH| 715.05000 715.05| 707.06000 707.06| 662.70000 662.70 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1151771 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 805-78355 4.000 EACH| 418.12000 1672.48| 443.23000 1772.92| 387.51000 1550.04 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0069 805-78415 4.000 EACH| 1657.80000 6631.20| 1741.27000 6965.08| 1536.42000 6145.68 SPAN, CATENARY, AND TETHER | | | 0070 805-78420 4.000 EACH| 225.72000 902.88| 316.60000 1266.40| 209.19000 836.76 DISCONNECT HANGER | | | 0071 805-78467 18.400 m | 4.96000 91.26| 5.28000 97.15| 4.60000 84.64 SIGNAL CABLE, 3C 8GA. | | | 0072 805-78485 400.000 m | 3.66000 1464.00| 3.17000 1268.00| 3.39000 1356.00 SIGNAL CABLE, 5C 14GA. | | | 0073 805-78490 16.000 m | 4.01000 64.16| 4.22000 67.52| 3.72000 59.52 SIGNAL CABLE, 7C 14GA. | | | 0074 805-78500 169.400 m | 5.03000 852.08| 4.75000 804.65| 4.66000 789.40 SIGNAL CABLE, 11C 14GA. | | | 0075 805-78785 7.000 EACH| 466.01000 3262.07| 369.36000 2585.52| 431.89000 3023.23 SIGNAL DETECTOR HOUSING | | | 0076 805-78795 137.200 m | 36.28000 4977.62| 34.83000 4778.68| 33.62000 4612.66 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0077 805-78925 1.000 EACH| 696.52000 696.52| 685.96000 685.96| 645.52000 645.52 CONTROLLER CABINET FOUNDATION, P1 | | | 0078 805-81032 4.000 EACH| 2944.34000 11777.36| 3113.19000 12452.76| 2728.77000 10915.08 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0079 805-92504 7.000 EACH| 287.36000 2011.52| 316.60000 2216.20| 266.32000 1864.24 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0080 805-96121 4.000 EACH| 152.21000 608.84| 105.53000 422.12| 141.07000 564.28 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0081 807-78590 13.000 EACH| 614.37000 7986.81| 685.96000 8917.48| 569.39000 7402.07 HANDHOLE | | | 0082 808-06701 372.500 m | 1.13000 420.93| 0.53000 197.43| 0.50000 186.25 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0083 808-06703 269.100 m | 1.06000 285.25| 1.27000 341.76| 1.20000 322.92 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-06713 262.200 m | 1.03000 270.07| 0.83000 217.63| 0.79000 207.14 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0085 808-75245 2683.500 m | 1.06000 2844.51| 1.03000 2764.01| 0.98000 2629.83 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 808-75297 56.400 m | 10.09000 569.08| 9.76000 550.46| 9.25000 521.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1151771 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 808-75300 99.100 m | 1.60000 158.56| 2.46000 243.79| 2.33000 230.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0088 808-75320 5.000 EACH| 50.71000 253.55| 52.77000 263.85| 50.00000 250.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0089 808-75325 5.000 EACH| 63.66000 318.30| 63.32000 316.60| 60.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0090 808-75998 146.000 EACH| 23.74000 3466.04| 33.77000 4930.42| 32.00000 4672.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 883,912.25| $ 894,300.94| $ 899,971.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 883,912.25| $ 894,300.94| $ 899,971.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1917625 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 750.00000 4500.00| 2200.00000 13200.00| 2375.92000 14255.52 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| 22630.90000 22630.90 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41500.00000 41500.00| 46000.00000 46000.00| 45006.00000 45006.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 9000.00000 9000.00| 2137.32000 2137.32 CLEARING RIGHT OF WAY | | | 0005 202-02272 255.000 m | 16.00000 4080.00| 24.00000 6120.00| 14.80000 3774.00 PAVED SIDE DITCH, REMOVE | | | 0006 202-02273 68.900 m2 | 23.00000 1584.70| 40.00000 2756.00| 27.40000 1887.86 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 860.200 m | 9.50000 8171.90| 18.00000 15483.60| 4.84000 4163.37 CURB, CONCRETE, REMOVE | | | 0008 202-52710 61.700 m2 | 6.80000 419.56| 8.80000 542.96| 6.49000 400.43 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 181.400 m2 | 5.00000 907.00| 12.00000 2176.80| 11.66000 2115.12 SURFACE MILLING, ASPHALT | | | 0010 202-60822 356.500 m2 | 5.00000 1782.50| 10.00000 3565.00| 11.48000 4092.62 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-78515 LUMP| 2750.00000 2750.00| 2700.00000 2700.00| 2762.57000 2762.57 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 8.000 EACH| 160.00000 1280.00| 570.00000 4560.00| 432.88000 3463.04 INLET, REMOVE | | | 0013 203-02000 2016.000 m3 | 18.00000 36288.00| 27.00000 54432.00| 27.25000 54936.00 EXCAVATION, COMMON | | | 0014 205-02231 4.000 m | 100.00000 400.00| 140.00000 560.00| 194.75000 779.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02236 2.000 EACH| 100.00000 200.00| 53.00000 106.00| 52.63000 105.26 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 19.000 EACH| 85.00000 1615.00| 68.00000 1292.00| 26.32000 500.08 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 211-02060 77.700 m3 | 27.00000 2097.90| 83.00000 6449.10| 27.55000 2140.64 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 241.480 m3 | 95.00000 22940.60| 93.00000 22457.64| 75.71000 18282.45 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1917625 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 55.800 Mg | 22.50000 1255.50| 23.00000 1283.40| 27.21000 1518.32 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 310-04013 100.000 m2 | 155.00000 15500.00| 140.00000 14000.00| 196.28000 19628.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0021 401-05437 2200.000 Mg | 46.00000 101200.00| 44.00000 96800.00| 45.34000 99748.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 3000.000 Mg | 43.00000 129000.00| 41.00000 123000.00| 38.37000 115110.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 1000.000 Mg | 53.00000 53000.00| 51.00000 51000.00| 59.90000 59900.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05470 530.000 Mg | 55.00000 29150.00| 53.00000 28090.00| 40.93000 21692.90 HMA BASE C25.0 mm, MAINLINE | | | 0025 406-05521 36870.000 m2 | 0.10000 3687.00| 0.05000 1843.50| 0.04000 1474.80 ASPHALT FOR TACK COAT | | | 0026 604-06069 44.500 m2 | 47.00000 2091.50| 58.00000 2581.00| 48.93000 2177.39 CURB RAMP, CONCRETE | | | 0027 604-06070 1310.700 m2 | 35.00000 45874.50| 26.00000 34078.20| 32.22000 42230.75 SIDEWALK, CONCRETE | | | 0028 605-02042 2.000 EACH| 500.00000 1000.00| 1300.00000 2600.00| 521.67000 1043.34 CURB AND GUTTER TURNOUT, CONCRETE | | | 0029 605-06150 1397.000 m | 37.00000 51689.00| 41.00000 57277.00| 38.68000 54035.96 CURB AND GUTTER, C, CONCRETE | | | 0030 607-06335 34.500 m | 60.00000 2070.00| 130.00000 4485.00| 69.00000 2380.50 PAVED SIDE DITCH, A | | | 0031 610-05527 10.200 Mg | 220.00000 2244.00| 210.00000 2142.00| 77.34000 788.87 HMA FOR APPROACHES | | | 0032 615-06490 10.000 EACH| 135.00000 1350.00| 140.00000 1400.00| 111.00000 1110.00 RIGHT OF WAY MARKER | | | 0033 615-06505 3.000 EACH| 345.00000 1035.00| 640.00000 1920.00| 351.99000 1055.97 MONUMENT, B | | | 0034 616-02320 226.000 m2 | 5.00000 1130.00| 4.00000 904.00| 3.08000 696.08 GEOTEXTILES | | | 0035 616-03472 128.000 Mg | 18.50000 2368.00| 33.00000 4224.00| 34.85000 4460.80 RIPRAP, REVETMENT 450 mm | | | 0036 621-06575 3345.000 m2 | 3.40000 11373.00| 3.40000 11373.00| 3.37000 11272.65 SODDING, NURSERY | | | 0037 714-02102 122.400 m2 | 190.00000 23256.00| 230.00000 28152.00| 206.99000 25335.58 RETAINING WALL, MODULAR, CONCRETE | | | 0038 715-05149 169.500 m | 140.00000 23730.00| 110.00000 18645.00| 229.01000 38817.20 PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1917625 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05151 12.600 m | 110.00000 1386.00| 110.00000 1386.00| 360.04000 4536.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-44255 1348.100 m | 4.20000 5662.02| 8.60000 11593.66| 8.63000 11634.10 PIPE, GROUP K, 150 mm | | | 0041 715-95012 106.000 m | 4.50000 477.00| 9.50000 1007.00| 23.76000 2518.56 PIPE, GROUP K, 100 mm | | | 0042 718-52610 259.400 m3 | 53.00000 13748.20| 38.00000 9857.20| 49.67000 12884.40 AGGREGATE FOR UNDERDRAINS | | | 0043 720-44000 8.000 EACH| 265.00000 2120.00| 490.00000 3920.00| 273.64000 2189.12 CASTING, ADJUST TO GRADE | | | 0044 720-45030 3.000 EACH| 700.00000 2100.00| 1300.00000 3900.00| 851.54000 2554.62 INLET, E7 | | | 0045 720-45035 1.000 EACH| 700.00000 700.00| 1300.00000 1300.00| 852.14000 852.14 INLET, F7 | | | 0046 720-45410 2.000 EACH| 1100.00000 2200.00| 1700.00000 3400.00| 1413.86000 2827.72 MANHOLE, C4 | | | 0047 720-98174 11.000 EACH| 1250.00000 13750.00| 2000.00000 22000.00| 1478.93000 16268.23 INLET, B15 | | | 0048 720-98555 5.000 EACH| 1350.00000 6750.00| 2000.00000 10000.00| 1490.15000 7450.75 INLET, C15 | | | 0049 731-93947 77.000 m | 35.00000 2695.00| 110.00000 8470.00| 76.17000 5865.09 LEVELING PAD, CONCRETE | | | 0050 801-06207 2780.000 m | 3.15000 8757.00| 2.60000 7228.00| 3.18000 8840.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06640 15.000 EACH| 75.00000 1125.00| 68.00000 1020.00| 63.16000 947.40 CONSTRUCTION SIGN, A | | | 0052 801-06710 60.000 DAY | 19.00000 1140.00| 21.00000 1260.00| 18.95000 1137.00 FLASHING ARROW SIGN | | | 0053 801-06775 LUMP| 91000.00000 91000.00| 29000.00000 29000.00| 42334.08000 42334.08 MAINTAINING TRAFFIC | | | 0054 801-96383 4.000 EACH| 89.00000 356.00| 78.00000 312.00| 89.47000 357.88 TEMPORARY TRANSVERSE MARKINGS, I, WORD | | | (ONLY) | | | 0055 801-96385 5.000 EACH| 73.00000 365.00| 54.00000 270.00| 73.68000 368.40 TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0056 802-02489 31.900 m | 34.00000 1084.60| 35.00000 1116.50| 34.31000 1094.49 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0057 802-76025 5.790 m2 | 210.00000 1215.90| 210.00000 1215.90| 210.51000 1218.85 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1917625 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 802-76035 1.620 m2 | 190.00000 307.80| 190.00000 307.80| 190.06000 307.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0059 805-01815 4.000 EACH| 1550.00000 6200.00| 1600.00000 6400.00| 1553.95000 6215.80 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0060 805-01893 LUMP| 1400.00000 1400.00| 1300.00000 1300.00| 1217.77000 1217.77 MAINTAINING TRAFFIC SIGNAL | | | 0061 805-02087 LUMP| 700.00000 700.00| 650.00000 650.00| 650.01000 650.01 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0062 805-02373 531.500 m | 9.50000 5049.25| 9.60000 5102.40| 9.59000 5097.09 INTERCONNECT CABLE, FIBER OPTIC | | | 0063 805-06592 700.000 m | 44.00000 30800.00| 45.00000 31500.00| 44.90000 31430.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0064 805-78100 1.000 EACH| 11500.00000 11500.00| 12000.00000 12000.00| 11549.81000 11549.81 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0065 805-78205 7.000 EACH| 410.00000 2870.00| 410.00000 2870.00| 407.89000 2855.23 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0066 805-78215 2.000 EACH| 410.00000 820.00| 410.00000 820.00| 407.90000 815.80 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0067 805-78230 1.000 EACH| 700.00000 700.00| 690.00000 690.00| 697.56000 697.56 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0068 805-78355 4.000 EACH| 410.00000 1640.00| 410.00000 1640.00| 407.89000 1631.56 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0069 805-78415 4.000 EACH| 1620.00000 6480.00| 1600.00000 6400.00| 1617.24000 6468.96 SPAN, CATENARY, AND TETHER | | | 0070 805-78420 4.000 EACH| 220.00000 880.00| 220.00000 880.00| 220.19000 880.76 DISCONNECT HANGER | | | 0071 805-78467 18.400 m | 4.80000 88.32| 4.80000 88.32| 4.84000 89.06 SIGNAL CABLE, 3C 8GA. | | | 0072 805-78485 400.000 m | 3.50000 1400.00| 3.60000 1440.00| 3.57000 1428.00 SIGNAL CABLE, 5C 14GA. | | | 0073 805-78490 16.000 m | 3.90000 62.40| 3.90000 62.40| 3.92000 62.72 SIGNAL CABLE, 7C 14GA. | | | 0074 805-78500 169.400 m | 4.90000 830.06| 4.90000 830.06| 4.91000 831.75 SIGNAL CABLE, 11C 14GA. | | | 0075 805-78785 7.000 EACH| 455.00000 3185.00| 450.00000 3150.00| 454.61000 3182.27 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1917625 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 805-78795 137.200 m | 35.00000 4802.00| 36.00000 4939.20| 35.39000 4855.51 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0077 805-78925 1.000 EACH| 675.00000 675.00| 680.00000 680.00| 679.47000 679.47 CONTROLLER CABINET FOUNDATION, P1 | | | 0078 805-81032 4.000 EACH| 2860.00000 11440.00| 2800.00000 11200.00| 2872.30000 11489.20 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0079 805-92504 7.000 EACH| 280.00000 1960.00| 280.00000 1960.00| 280.33000 1962.31 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0080 805-96121 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 148.49000 593.96 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0081 807-78590 13.000 EACH| 600.00000 7800.00| 600.00000 7800.00| 599.34000 7791.42 HANDHOLE | | | 0082 808-06701 372.500 m | 0.85000 316.63| 0.52000 193.70| 1.11000 413.48 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0083 808-06703 269.100 m | 0.85000 228.74| 1.30000 349.83| 1.03000 277.17 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-06713 262.200 m | 2.50000 655.50| 0.83000 217.63| 1.00000 262.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0085 808-75245 2683.500 m | 0.85000 2280.98| 1.00000 2683.50| 1.03000 2764.01 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 808-75297 56.400 m | 10.00000 564.00| 9.70000 547.08| 9.83000 554.41 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0087 808-75300 99.100 m | 2.50000 247.75| 2.50000 247.75| 1.56000 154.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0088 808-75320 5.000 EACH| 57.50000 287.50| 53.00000 265.00| 49.47000 247.35 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0089 808-75325 5.000 EACH| 78.00000 390.00| 63.00000 315.00| 62.10000 310.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0090 808-75998 146.000 EACH| 23.00000 3358.00| 34.00000 4964.00| 23.16000 3381.36 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 922,671.31| $ 924,549.13| $ 924,938.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 922,671.31| $ 924,549.13| $ 924,938.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1100.00000 6600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 28000.00000 28000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 46600.00000 46600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18600.00000 18600.00| | CLEARING RIGHT OF WAY | | | 0005 202-02272 255.000 m | 20.00000 5100.00| | PAVED SIDE DITCH, REMOVE | | | 0006 202-02273 68.900 m2 | 55.00000 3789.50| | CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 860.200 m | 20.00000 17204.00| | CURB, CONCRETE, REMOVE | | | 0008 202-52710 61.700 m2 | 11.00000 678.70| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 181.400 m2 | 6.70000 1215.38| | SURFACE MILLING, ASPHALT | | | 0010 202-60822 356.500 m2 | 6.70000 2388.55| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-78515 LUMP| 2700.00000 2700.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 8.000 EACH| 260.00000 2080.00| | INLET, REMOVE | | | 0013 203-02000 2016.000 m3 | 39.00000 78624.00| | EXCAVATION, COMMON | | | 0014 205-02231 4.000 m | 250.00000 1000.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02236 2.000 EACH| 50.00000 100.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 19.000 EACH| 25.00000 475.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 211-02060 77.700 m3 | 75.00000 5827.50| | B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 241.480 m3 | 90.00000 21733.20| | FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 55.800 Mg | 24.00000 1339.20| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 310-04013 100.000 m2 | 100.00000 10000.00| | PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0021 401-05437 2200.000 Mg | 39.00000 85800.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 3000.000 Mg | 38.00000 114000.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 1000.000 Mg | 56.00000 56000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05470 530.000 Mg | 42.00000 22260.00| | HMA BASE C25.0 mm, MAINLINE | | | 0025 406-05521 36870.000 m2 | 0.05000 1843.50| | ASPHALT FOR TACK COAT | | | 0026 604-06069 44.500 m2 | 80.00000 3560.00| | CURB RAMP, CONCRETE | | | 0027 604-06070 1310.700 m2 | 34.00000 44563.80| | SIDEWALK, CONCRETE | | | 0028 605-02042 2.000 EACH| 750.00000 1500.00| | CURB AND GUTTER TURNOUT, CONCRETE | | | 0029 605-06150 1397.000 m | 38.50000 53784.50| | CURB AND GUTTER, C, CONCRETE | | | 0030 607-06335 34.500 m | 120.00000 4140.00| | PAVED SIDE DITCH, A | | | 0031 610-05527 10.200 Mg | 135.00000 1377.00| | HMA FOR APPROACHES | | | 0032 615-06490 10.000 EACH| 130.00000 1300.00| | RIGHT OF WAY MARKER | | | 0033 615-06505 3.000 EACH| 500.00000 1500.00| | MONUMENT, B | | | 0034 616-02320 226.000 m2 | 5.00000 1130.00| | GEOTEXTILES | | | 0035 616-03472 128.000 Mg | 30.50000 3904.00| | RIPRAP, REVETMENT 450 mm | | | 0036 621-06575 3345.000 m2 | 3.50000 11707.50| | SODDING, NURSERY | | | 0037 714-02102 122.400 m2 | 148.00000 18115.20| | RETAINING WALL, MODULAR, CONCRETE | | | 0038 715-05149 169.500 m | 40.00000 6780.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05151 12.600 m | 60.00000 756.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-44255 1348.100 m | 7.50000 10110.75| | PIPE, GROUP K, 150 mm | | | 0041 715-95012 106.000 m | 20.00000 2120.00| | PIPE, GROUP K, 100 mm | | | 0042 718-52610 259.400 m3 | 37.00000 9597.80| | AGGREGATE FOR UNDERDRAINS | | | 0043 720-44000 8.000 EACH| 500.00000 4000.00| | CASTING, ADJUST TO GRADE | | | 0044 720-45030 3.000 EACH| 1200.00000 3600.00| | INLET, E7 | | | 0045 720-45035 1.000 EACH| 1200.00000 1200.00| | INLET, F7 | | | 0046 720-45410 2.000 EACH| 2500.00000 5000.00| | MANHOLE, C4 | | | 0047 720-98174 11.000 EACH| 1900.00000 20900.00| | INLET, B15 | | | 0048 720-98555 5.000 EACH| 1900.00000 9500.00| | INLET, C15 | | | 0049 731-93947 77.000 m | 95.00000 7315.00| | LEVELING PAD, CONCRETE | | | 0050 801-06207 2780.000 m | 3.10000 8618.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06640 15.000 EACH| 60.00000 900.00| | CONSTRUCTION SIGN, A | | | 0052 801-06710 60.000 DAY | 18.00000 1080.00| | FLASHING ARROW SIGN | | | 0053 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0054 801-96383 4.000 EACH| 85.00000 340.00| | TEMPORARY TRANSVERSE MARKINGS, I, WORD | | | (ONLY) | | | 0055 801-96385 5.000 EACH| 70.00000 350.00| | TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0056 802-02489 31.900 m | 33.00000 1052.70| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0057 802-76025 5.790 m2 | 200.00000 1158.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 802-76035 1.620 m2 | 180.00000 291.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0059 805-01815 4.000 EACH| 1500.00000 6000.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0060 805-01893 LUMP| 1200.00000 1200.00| | MAINTAINING TRAFFIC SIGNAL | | | 0061 805-02087 LUMP| 620.00000 620.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0062 805-02373 531.500 m | 9.50000 5049.25| | INTERCONNECT CABLE, FIBER OPTIC | | | 0063 805-06592 700.000 m | 43.00000 30100.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0064 805-78100 1.000 EACH| 11000.00000 11000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0065 805-78205 7.000 EACH| 400.00000 2800.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0066 805-78215 2.000 EACH| 400.00000 800.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0067 805-78230 1.000 EACH| 670.00000 670.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0068 805-78355 4.000 EACH| 400.00000 1600.00| | PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0069 805-78415 4.000 EACH| 1600.00000 6400.00| | SPAN, CATENARY, AND TETHER | | | 0070 805-78420 4.000 EACH| 210.00000 840.00| | DISCONNECT HANGER | | | 0071 805-78467 18.400 m | 5.00000 92.00| | SIGNAL CABLE, 3C 8GA. | | | 0072 805-78485 400.000 m | 3.50000 1400.00| | SIGNAL CABLE, 5C 14GA. | | | 0073 805-78490 16.000 m | 3.75000 60.00| | SIGNAL CABLE, 7C 14GA. | | | 0074 805-78500 169.400 m | 5.00000 847.00| | SIGNAL CABLE, 11C 14GA. | | | 0075 805-78785 7.000 EACH| 450.00000 3150.00| | SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 200 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,129.41 ROUTE : MICHIGAN ROAD CALL ORDER : 200 CONTRACT ID : R -25034-A COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 805-78795 137.200 m | 35.00000 4802.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0077 805-78925 1.000 EACH| 650.00000 650.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0078 805-81032 4.000 EACH| 2800.00000 11200.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0079 805-92504 7.000 EACH| 280.00000 1960.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0080 805-96121 4.000 EACH| 145.00000 580.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0081 807-78590 13.000 EACH| 575.00000 7475.00| | HANDHOLE | | | 0082 808-06701 372.500 m | 1.05000 391.13| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0083 808-06703 269.100 m | 1.00000 269.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-06713 262.200 m | 1.00000 262.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0085 808-75245 2683.500 m | 1.00000 2683.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 808-75297 56.400 m | 9.50000 535.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0087 808-75300 99.100 m | 1.50000 148.65| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0088 808-75320 5.000 EACH| 47.00000 235.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0089 808-75325 5.000 EACH| 60.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0090 808-75998 146.000 EACH| 32.00000 4672.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 934,003.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 934,003.01| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 27,055.31 ROUTE : 35 CALL ORDER : 210 CONTRACT ID : R -25078-B COUNTIES : LAPORTE LETTING DATE : 07/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 147600L SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2015889 PAVEY EXCAVATING COMPANY, INC. $ 19,164.00 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 27,851.38 145.3317% 3 35-1067077 RITSCHARD BROTHERS $ 32,337.77 168.7422% ==================================================================================================================================== |(1) 35-2015889 |(2) 35-1582109 |(3) 35-1067077 |PAVEY EXCAVATING COMPANY, IN|KANKAKEE VALLEY CONSTRUCTION|RITSCHARD BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION- HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 10793.64000 10793.64| 18685.35000 18685.35| 15803.00000 15803.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 96 | | | 0002 202-03000 LUMP| 7850.00000 7850.00| 6347.45000 6347.45| 13451.00000 13451.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 97 | | | 0003 621-01004 1.000 EACH| 50.00000 50.00| 650.00000 650.00| 1114.00000 1114.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 6.00000 5.44| 803.75000 729.00| 891.00000 808.14 FERTILIZER | | | 0005 621-06554 68.040 kg | 5.50000 374.22| 12.56000 854.58| 6.68000 454.51 SEED MIXTURE, U | | | 0006 621-06565 0.907 Mg | 100.00000 90.70| 644.98000 585.00| 779.63000 707.12 MULCHING MATERIAL | | | SECTION TOTALS | $ 19,164.00| $ 27,851.38| $ 32,337.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,164.00| $ 27,851.38| $ 32,337.77 ====================================================================================================================================