INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/00 PAGE : 247 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,992.23 ROUTE : CALL ORDER : 247 CONTRACT ID : R -25028-B COUNTIES : MADISON LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/28/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9948046 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 1,620,060.75 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,637,547.99 101.0794% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1139301 | |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PEDESTRIAN / BIKE FACILITIES | | | 0001 105-06790 6.000 MOS | 800.00000 4800.00| 1800.00000 10800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 54400.00000 54400.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 81003.00000 81003.00| 107000.00000 107000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 111809.00000 111809.00| 60700.00000 60700.00| CLEARING AND GRUBBING | | | 0005 202-60820 22.000 m2 | 50.00000 1100.00| 19.53000 429.66| SURFACE MILLING, ASPHALT | | | 0006 203-02000 1331.000 m3 | 26.00000 34606.00| 54.79000 72925.49| EXCAVATION, COMMON | | | 0007 203-02070 518.200 m3 | 15.00000 7773.00| 15.00000 7773.00| BORROW | | | 0008 205-02224 7182.000 m | 3.50000 25137.00| 4.82000 34617.24| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02234 11.000 EACH| 50.00000 550.00| 50.00000 550.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02236 4.000 EACH| 50.00000 200.00| 50.00000 200.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-02237 4.000 EACH| 50.00000 200.00| 50.00000 200.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 206-51230 24.000 m3 | 50.00000 1200.00| 100.00000 2400.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 210-05584 181.400 m2 | 162.00000 29386.80| 175.00000 31745.00| LINER , FORM, SURFACE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/00 PAGE : 247 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,992.23 ROUTE : CALL ORDER : 247 CONTRACT ID : R -25028-B COUNTIES : MADISON LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1139301 | |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-06852 215.000 m2 | 275.00000 59125.00| 495.00000 106425.00| BOARDWALK | | | 0015 211-02060 423.700 m3 | 35.00000 14829.50| 22.00000 9321.40| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-04075 10.000 Mg | 65.00000 650.00| 60.00000 600.00| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0017 303-52308 13990.000 Mg | 18.00000 251820.00| 14.95000 209150.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 303-94433 330.000 m3 | 52.00000 17160.00| 78.85000 26020.50| AGGREGATE, 12 | | | 0019 402-05468 1943.400 Mg | 40.00000 77736.00| 39.25000 76278.45| HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 613.000 Mg | 60.00000 36780.00| 56.25000 34481.25| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 1093.000 Mg | 60.00000 65580.00| 62.00000 67766.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0022 405-05517 18.940 Mg | 110.00000 2083.40| 428.00000 8106.32| ASPHALT FOR PRIME COAT | | | 0023 406-05520 4.600 Mg | 110.00000 506.00| 191.00000 878.60| ASPHALT FOR TACK COAT | | | 0024 601-95344 198.000 m | 250.00000 49500.00| 260.00000 51480.00| HANDRAIL, PEDESTRIAN | | | 0025 601-95344 177.000 m | 325.00000 57525.00| 325.00000 57525.00| HANDRAIL, PEDESTRIAN , MODIFIED | | | 0026 602-97768 60.000 EACH| 45.00000 2700.00| 15.00000 900.00| PARKING BARRIER, RESET | | | 0027 603-04244 1.000 EACH| 600.00000 600.00| 3000.00000 3000.00| GATE , SLUICE | | | 0028 604-06069 189.000 m2 | 60.00000 11340.00| 50.00000 9450.00| CURB RAMP, CONCRETE | | | 0029 604-91531 2972.000 m2 | 28.00000 83216.00| 30.00000 89160.00| SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06120 828.500 m | 55.00000 45567.50| 36.00000 29826.00| CURB, CONCRETE | | | 0031 605-06150 118.600 m | 75.00000 8895.00| 36.50000 4328.90| CURB AND GUTTER, C, CONCRETE | | | 0032 611-95023 3.000 EACH| 100.00000 300.00| 200.00000 600.00| MAILBOX ASSEMBLY, RESET | | | 0033 615-02153 7.000 EACH| 125.00000 875.00| 50.00000 350.00| TIMBER BOLLARDS | | | 0034 615-06496 62.000 EACH| 100.00000 6200.00| 28.00000 1736.00| PARKING BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/00 PAGE : 247 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,992.23 ROUTE : CALL ORDER : 247 CONTRACT ID : R -25028-B COUNTIES : MADISON LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1139301 | |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-02320 187.000 m2 | 3.50000 654.50| 2.50000 467.50| GEOTEXTILES | | | 0036 616-06405 131.000 Mg | 35.00000 4585.00| 30.00000 3930.00| RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 600.00000 600.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06559 21936.000 m2 | 0.80000 17548.80| 0.74000 16232.64| MULCHED SEEDING, R | | | 0039 621-06574 100.000 m2 | 16.00000 1600.00| 14.75000 1475.00| SODDING | | | 0040 622-05748 153.000 m | 95.00000 14535.00| 150.00000 22950.00| TIMBER HANDRAIL | | | 0041 701-51190 54.000 m | 175.00000 9450.00| 130.00000 7020.00| PILE, STEEL H, HP 250 X 62 | | | 0042 701-91792 12.000 EACH| 100.00000 1200.00| 100.00000 1200.00| PILE TIP, STEEL H | | | 0043 702-51005 24.000 m3 | 650.00000 15600.00| 800.00000 19200.00| CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51863 576.000 EACH| 15.00000 8640.00| 8.00000 4608.00| FIELD DRILLED HOLE IN CONCRETE | | | 0045 702-94139 48.000 m3 | 725.00000 34800.00| 600.00000 28800.00| CONCRETE, A, ABOVE FOOTINGS | | | 0046 703-51032 3924.000 kg | 2.00000 7848.00| 2.20000 8632.80| REINFORCING STEEL, EPOXY COATED | | | 0047 708-05394 LUMP| 3500.00000 3500.00| 6500.00000 6500.00| REPAIR WALL | | | 0048 709-51821 LUMP| 4000.00000 4000.00| 1065.00000 1065.00| SURFACE SEAL | | | 0049 711-05396 LUMP| 20000.00000 20000.00| 27355.00000 27355.00| REPLACE WALK, MODIFIED | | | 0050 712-03812 7.000 EACH| 1000.00000 7000.00| 800.00000 5600.00| BENCH , TRAIL SIDE | | | 0051 712-03862 LUMP| 37500.00000 37500.00| 27760.00000 27760.00| PREFABRICATED BRIDGE , PEDESTRIAN, | | | 12.24 m | | | 0052 712-03862 LUMP| 60000.00000 60000.00| 42960.00000 42960.00| PREFABRICATED BRIDGE , PEDESTRIAN, | | | 24.43 m, BRIDGE NO. 2 | | | 0053 712-03862 LUMP| 60000.00000 60000.00| 42960.00000 42960.00| PREFABRICATED BRIDGE , PEDESTRIAN, | | | 24.43 m, BRIDGE NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/00 PAGE : 247 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,992.23 ROUTE : CALL ORDER : 247 CONTRACT ID : R -25028-B COUNTIES : MADISON LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1139301 | |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 712-04928 1.000 EACH| 12000.00000 12000.00| 14543.00000 14543.00| TIMBER STEPS | | | 0055 714-02102 190.000 m2 | 210.00000 39900.00| 180.00000 34200.00| RETAINING WALL, MODULAR, CONCRETE | | | 0056 715-05149 84.900 m | 70.00000 5943.00| 54.42000 4620.26| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0057 715-05151 116.600 m | 75.00000 8745.00| 62.33000 7267.68| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0058 715-05153 22.800 m | 100.00000 2280.00| 108.93000 2483.60| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0059 715-46000 11.000 EACH| 250.00000 2750.00| 187.30000 2060.30| PIPE END SECTION, 300 mm | | | 0060 715-46005 1.000 EACH| 275.00000 275.00| 244.00000 244.00| PIPE END SECTION, 375 mm | | | 0061 720-44296 1.000 EACH| 1500.00000 1500.00| 300.00000 300.00| CAP INLET | | | 0062 720-45025 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| INLET, D6 | | | 0063 720-45030 2.000 EACH| 1150.00000 2300.00| 1200.00000 2400.00| INLET, E7 | | | 0064 720-45045 2.000 EACH| 1200.00000 2400.00| 1400.00000 2800.00| INLET, J10 | | | 0065 720-98555 2.000 EACH| 1250.00000 2500.00| 1800.00000 3600.00| INLET, C15 | | | 0066 731-93947 95.000 m | 100.00000 9500.00| 175.00000 16625.00| LEVELING PAD, CONCRETE | | | 0067 801-06640 6.000 EACH| 150.00000 900.00| 75.00000 450.00| CONSTRUCTION SIGN, A | | | 0068 801-06645 14.000 EACH| 55.00000 770.00| 30.00000 420.00| CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP| 34719.00000 34719.00| 45000.00000 45000.00| MAINTAINING TRAFFIC | | | 0070 802-02489 247.900 m | 35.00000 8676.50| 16.50000 4090.35| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0071 802-76025 27.900 m2 | 230.00000 6417.00| 300.00000 8370.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 805-02352 17.000 m | 17.50000 297.50| 19.26000 327.42| WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/00 PAGE : 247 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,992.23 ROUTE : CALL ORDER : 247 CONTRACT ID : R -25028-B COUNTIES : MADISON LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1139301 | |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 805-02426 170.000 m | 17.50000 2975.00| 19.98000 3396.60| WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0074 805-06592 170.000 m | 32.25000 5482.50| 36.48000 6201.60| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0075 805-86805 1.000 EACH| 3250.00000 3250.00| 2143.61000 2143.61| SERVICE POINT, I | | | 0076 805-86889 280.000 m | 1.45000 406.00| 1.05000 294.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0077 805-86920 15.000 EACH| 11.25000 168.75| 14.03000 210.45| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0078 805-86930 14.000 EACH| 7.00000 98.00| 12.98000 181.72| INSULATING LINK, NOT WATERPROOFED | | | 0079 805-96014 100.000 m | 11.00000 1100.00| 15.00000 1500.00| SAW CUT, FULL DEPTH | | | 0080 807-02820 7.000 EACH| 2500.00000 17500.00| 1816.26000 12713.82| LIGHT POLE BASE, CAST IRON, ORNAMENTAL | | | 0081 807-03950 7.000 EACH| 890.00000 6230.00| 637.34000 4461.38| LUMINAIRE, ORNAMENTAL | | | 0082 807-04113 7.000 EACH| 570.00000 3990.00| 460.40000 3222.80| CONCRETE FOUNDATION WITH GROUNDING, 500 | | | mm DIA. X 1200 mm | | | 0083 807-86910 7.000 EACH| 33.00000 231.00| 30.54000 213.78| CONNECTOR KIT, UNFUSED | | | 0084 807-86915 7.000 EACH| 34.50000 241.50| 31.66000 221.62| CONNECTOR KIT, FUSED | | | 0085 808-06723 13.000 EACH| 44.50000 578.50| 50.00000 650.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0086 808-06724 3.000 EACH| 55.00000 165.00| 50.00000 150.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0087 808-75007 1344.000 m | 0.30000 403.20| 0.25000 336.00| LINE, PAINT, SOLID, WHITE, 150 mm | | | 0088 808-75047 1651.000 m | 0.30000 495.30| 0.25000 412.75| LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0089 808-75297 13.000 m | 10.50000 136.50| 10.00000 130.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/00 PAGE : 247 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,992.23 ROUTE : CALL ORDER : 247 CONTRACT ID : R -25028-B COUNTIES : MADISON LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1139301 | |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 808-91662 632.000 m | 11.00000 6952.00| 13.00000 8216.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0091 808-97222 11.000 EACH| 70.00000 770.00| 50.00000 550.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 1,620,060.75| $ 1,637,547.99| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,620,060.75| $ 1,637,547.99| ====================================================================================================================================