INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/09/00 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,618,397.75 ROUTE : CR 200E CALL ORDER : 520 CONTRACT ID : B -24594-A COUNTIES : MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/18/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9148006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,435,986.05 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,589,400.38 110.6835% 3 35-1609544 SCHUTT-LOOKABILL CO $ 1,723,937.61 120.0525% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1212938 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 10.000 MOS | 1250.00000 12500.00| 750.00000 7500.00| 1375.03000 13750.30 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| 26784.02000 26784.02 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 67500.00000 67500.00| 80000.00000 80000.00| 86100.00000 86100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| 92418.69000 92418.69 CLEARING RIGHT OF WAY | | | 0005 202-01261 2.000 EACH| 1000.00000 2000.00| 125.00000 250.00| 400.00000 800.00 TESTING FOR ASBESTOS | | | 0006 202-51330 LUMP| 15000.00000 15000.00| 45000.00000 45000.00| 73680.00000 73680.00 PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 1 | | | 0007 202-51330 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 18135.00000 18135.00 PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 2 | | | 0008 202-60820 610.000 m2 | 4.00000 2440.00| 4.00000 2440.00| 7.80000 4758.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 16601.000 m3 | 8.00000 132808.00| 11.00000 182611.00| 12.14000 201536.14 EXCAVATION, COMMON | | | 0010 203-02045 2633.000 m3 | 3.00000 7899.00| 5.80000 15271.40| 11.19000 29463.27 EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 203-02070 2952.000 m3 | 13.00000 38376.00| 11.00000 32472.00| 11.44000 33770.88 BORROW | | | 0012 203-51223 590.000 m3 | 8.00000 4720.00| 11.00000 6490.00| 12.29000 7251.10 EXCAVATION, WATERWAY | | | 0013 205-02224 753.000 m | 3.00000 2259.00| 5.40000 4066.20| 5.50000 4141.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/09/00 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,618,397.75 ROUTE : CR 200E CALL ORDER : 520 CONTRACT ID : B -24594-A COUNTIES : MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1212938 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02229 336.000 m | 5.00000 1680.00| 8.50000 2856.00| 8.95000 3007.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 205-02231 275.000 m | 10.00000 2750.00| 45.00000 12375.00| 55.57000 15281.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02234 12.000 EACH| 100.00000 1200.00| 60.00000 720.00| 61.13000 733.56 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 205-02236 3.000 EACH| 200.00000 600.00| 70.00000 210.00| 72.24000 216.72 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0018 205-02237 1.000 EACH| 150.00000 150.00| 55.00000 55.00| 55.57000 55.57 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 206-51220 242.000 m3 | 125.00000 30250.00| 45.00000 10890.00| 180.00000 43560.00 EXCAVATION, WET | | | 0020 206-51235 LUMP| 1000.00000 1000.00| 100000.00000 100000.00| 35244.00000 35244.00 COFFERDAM | | | 0021 211-02060 253.000 m3 | 25.00000 6325.00| 35.00000 8855.00| 36.08000 9128.24 B BORROW FOR STRUCTURE BACKFILL | | | 0022 213-52830 19.600 m3 | 150.00000 2940.00| 160.00000 3136.00| 100.00000 1960.00 FLOWABLE MORTAR | | | 0023 303-02051 36.400 Mg | 18.00000 655.20| 26.00000 946.40| 26.52000 965.33 STONE, 2 | | | 0024 303-52308 3883.000 Mg | 17.50000 67952.50| 16.50000 64069.50| 16.68000 64768.44 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-97820 36.400 Mg | 18.00000 655.20| 26.00000 946.40| 25.30000 920.92 AGGREGATE, 8 | | | 0026 304-04403 40.400 m3 | 25.00000 1010.00| 47.00000 1898.80| 52.26000 2111.30 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0027 402-05468 3331.000 Mg | 32.62000 108657.22| 32.00000 106592.00| 32.95000 109756.45 HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05470 1455.000 Mg | 38.72000 56337.60| 37.00000 53835.00| 39.12000 56919.60 HMA BASE C25.0 mm, MAINLINE | | | 0030 402-05477 699.000 Mg | 48.62000 33985.38| 46.00000 32154.00| 49.12000 34334.88 HMA SURFACE 9.5 mm, MAINLINE | | | 0031 402-05481 852.000 Mg | 40.26000 34301.52| 38.00000 32376.00| 40.67000 34650.84 HMA BASE 25.0 mm, SHOULDER | | | 0032 404-05511 4734.000 m2 | 1.76000 8331.84| 1.70000 8047.80| 1.78000 8426.52 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/09/00 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,618,397.75 ROUTE : CR 200E CALL ORDER : 520 CONTRACT ID : B -24594-A COUNTIES : MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1212938 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 406-05521 47658.000 m2 | 0.06000 2859.48| 0.10000 4765.80| 0.05000 2382.90 ASPHALT FOR TACK COAT | | | 0034 501-04842 224.000 m2 | 70.00000 15680.00| 47.00000 10528.00| 52.89000 11847.36 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0035 601-01522 4.000 EACH| 1237.50000 4950.00| 1250.00000 5000.00| 1155.82000 4623.28 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-01700 3.000 EACH| 1650.00000 4950.00| 1650.00000 4950.00| 1644.83000 4934.49 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0037 601-06037 3.000 EACH| 550.00000 1650.00| 575.00000 1725.00| 633.48000 1900.44 GUARDRAIL END TREATMENT, I | | | 0038 601-99105 251.460 m | 34.10000 8574.78| 33.00000 8298.18| 32.23000 8104.56 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 602-06729 4.000 EACH| 10.00000 40.00| 7.00000 28.00| 7.78000 31.12 BARRIER DELINEATOR | | | 0040 605-06120 157.000 m | 60.00000 9420.00| 29.00000 4553.00| 48.87000 7672.59 CURB, CONCRETE | | | 0041 610-05527 235.000 Mg | 68.97000 16207.95| 65.00000 15275.00| 69.68000 16374.80 HMA FOR APPROACHES | | | 0042 611-06497 6.000 EACH| 150.00000 900.00| 180.00000 1080.00| 105.59000 633.54 MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06490 33.000 EACH| 126.50000 4174.50| 110.00000 3630.00| 104.47000 3447.51 RIGHT OF WAY MARKER | | | 0044 615-06527 1.000 EACH| 400.00000 400.00| 340.00000 340.00| 438.20000 438.20 MONUMENT, SECTION CORNER | | | 0045 616-02320 1676.000 m2 | 3.50000 5866.00| 4.50000 7542.00| 3.18000 5329.68 GEOTEXTILES | | | 0046 616-06405 1344.000 Mg | 18.00000 24192.00| 19.00000 25536.00| 31.89000 42860.16 RIPRAP, REVETMENT | | | 0047 621-01004 1.000 EACH| 687.50000 687.50| 650.00000 650.00| 694.61000 694.61 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 1.600 Mg | 540.10000 864.16| 530.00000 848.00| 545.81000 873.30 FERTILIZER | | | 0049 621-06548 27.000 kg | 44.00000 1188.00| 42.00000 1134.00| 44.45000 1200.15 SEED MIXTURE, CV | | | 0050 621-06553 347.000 kg | 5.88000 2040.36| 5.80000 2012.60| 5.94000 2061.18 SEED MIXTURE, R | | | 0051 621-06565 8.200 Mg | 550.00000 4510.00| 540.00000 4428.00| 555.69000 4556.66 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/09/00 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,618,397.75 ROUTE : CR 200E CALL ORDER : 520 CONTRACT ID : B -24594-A COUNTIES : MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1212938 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-06574 312.000 m2 | 8.25000 2574.00| 7.80000 2433.60| 8.33000 2598.96 SODDING | | | 0053 622-52436 4.000 EACH| 27.50000 110.00| 26.00000 104.00| 27.79000 111.16 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 55.000 EACH| 12.00000 660.00| 12.00000 660.00| 12.23000 672.65 SEEDLING | | | 0055 701-51195 370.900 m | 100.00000 37090.00| 115.00000 42653.50| 95.45000 35402.41 PILE, STEEL H, HP 310 X 79 | | | 0056 701-91792 36.000 EACH| 100.00000 3600.00| 125.00000 4500.00| 100.00000 3600.00 PILE TIP, STEEL H | | | 0057 702-51005 125.400 m3 | 500.00000 62700.00| 350.00000 43890.00| 425.00000 53295.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 10.800 m3 | 750.00000 8100.00| 425.00000 4590.00| 360.00000 3888.00 CONCRETE, B, FOOTINGS | | | 0059 702-51100 91.000 kg | 5.00000 455.00| 7.20000 655.20| 13.00000 1183.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0060 702-51110 292.000 kg | 5.00000 1460.00| 3.50000 1022.00| 3.20000 934.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0061 703-03622 126.000 EACH| 15.00000 1890.00| 17.50000 2205.00| 10.90000 1373.40 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0062 703-90976 4730.000 kg | 1.20000 5676.00| 1.30000 6149.00| 1.23000 5817.90 REINFORCING STEEL, GRADE 60 | | | 0063 703-96177 29170.000 kg | 1.20000 35004.00| 1.40000 40838.00| 1.42000 41421.40 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0064 704-51002 158.600 m3 | 600.00000 95160.00| 425.00000 67405.00| 503.00000 79775.80 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05732 4.000 EACH| 1000.00000 4000.00| 980.00000 3920.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 18.400 m3 | 500.00000 9200.00| 525.00000 9660.00| 375.00000 6900.00 CONCRETE, C, RAILING | | | 0067 707-51045 LUMP| 60000.00000 60000.00| 84000.00000 84000.00| 63300.00000 63300.00 CONCRETE STRUCTURAL MEMBERS | | | 0068 709-51821 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3662.00000 3662.00 SURFACE SEAL | | | 0069 714-26718 23.000 m | 2000.00000 46000.00| 2200.00000 50600.00| 2222.48000 51117.04 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm | | | 0070 715-05053 113.000 m | 10.00000 1130.00| 38.00000 4294.00| 16.77000 1895.01 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/09/00 PAGE : 520 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,618,397.75 ROUTE : CR 200E CALL ORDER : 520 CONTRACT ID : B -24594-A COUNTIES : MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1212938 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-05151 292.000 m | 80.00000 23360.00| 70.00000 20440.00| 65.70000 19184.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05154 26.000 m | 100.00000 2600.00| 215.00000 5590.00| 92.01000 2392.26 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0073 715-05169 66.000 m | 60.00000 3960.00| 70.00000 4620.00| 62.11000 4099.26 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0074 715-05173 92.000 m | 100.00000 9200.00| 130.00000 11960.00| 87.51000 8050.92 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0075 715-05407 47.000 m | 10.00000 470.00| 24.00000 1128.00| 18.99000 892.53 PIPE, END BENT DRAIN, 150 mm | | | 0076 715-44240 20.000 m3 | 750.00000 15000.00| 425.00000 8500.00| 443.00000 8860.00 CONCRETE, A, STRUCTURES | | | 0077 715-46005 15.000 EACH| 225.00000 3375.00| 155.00000 2325.00| 216.98000 3254.70 PIPE END SECTION, 375 mm | | | 0078 715-46020 9.000 EACH| 400.00000 3600.00| 225.00000 2025.00| 357.22000 3214.98 PIPE END SECTION, 600 mm | | | 0079 718-04881 14.000 EACH| 300.00000 4200.00| 145.00000 2030.00| 364.38000 5101.32 OUTLET PROTECTOR, B | | | 0080 718-34010 2250.000 m | 15.00000 33750.00| 12.00000 27000.00| 11.92000 26820.00 PIPE, UNDERDRAIN, PERFORATED, 1.63mm, | | | 150mm | | | 0081 718-52610 450.000 m3 | 30.00000 13500.00| 57.00000 25650.00| 39.39000 17725.50 AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 4860.000 m2 | 2.50000 12150.00| 1.50000 7290.00| 3.17000 15406.20 GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-45275 3.000 EACH| 750.00000 2250.00| 670.00000 2010.00| 971.14000 2913.42 PIPE CATCH BASIN, 600 mm | | | 0084 720-45410 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 1674.48000 3348.96 MANHOLE, C4 | | | 0085 720-98555 1.000 EACH| 1000.00000 1000.00| 1450.00000 1450.00| 1889.61000 1889.61 INLET, C15 | | | 0086 801-04308 7.000 EACH| 357.50000 2502.50| 365.00000 2555.00| 361.20000 2528.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06605 2.000 EACH| 121.00000 242.00| 130.00000 260.00| 122.25000 244.50 BARRICADE, IIIA | | | 0088 801-06606 12.000 EACH| 132.00000 1584.00| 135.00000 1620.00| 133.36000 1600.32 BARRICADE, IIIB | | | 0089 801-06625 12.000 EACH| 104.50000 1254.00| 110.00000 1320.00| 105.59000 1267.08 DETOUR ROUTE MARKER ASSEMBLY | | | 0090 801-06640 22.000 EACH| 110.00000 2420.00| 125.00000 2750.00| 111.14000 2445.08 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/09/00 PAGE : 520 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,618,397.75 ROUTE : CR 200E CALL ORDER : 520 CONTRACT ID : B -24594-A COUNTIES : MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1212938 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 802-76025 4.500 m2 | 200.00000 900.00| 220.00000 990.00| 222.27000 1000.22 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0092 802-76065 39.000 m | 17.60000 686.40| 18.00000 702.00| 18.33000 714.87 SIGN POST, B | | | 0093 804-76310 14.000 EACH| 20.00000 280.00| 21.00000 294.00| 16.68000 233.52 DELINEATOR WITH POST, D1, AMBER, 75 mm | | | DIA. | | | 0094 808-06713 2570.000 m | 0.25000 642.50| 0.25000 642.50| 0.23000 591.10 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0095 808-06714 2570.000 m | 0.25000 642.50| 0.25000 642.50| 0.23000 591.10 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0096 402-05474 1454.000 Mg | 36.74000 53419.96| 35.00000 50890.00| 37.12000 53972.48 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0097 211-02050 1250.000 m3 | 23.00000 28750.00| 23.00000 28750.00| 30.76000 38450.00 B BORROW | | | SECTION TOTALS | $ 1,435,986.05| $ 1,589,400.38| $ 1,723,937.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,435,986.05| $ 1,589,400.38| $ 1,723,937.61 ====================================================================================================================================