INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 63,705.22 ROUTE : US 27 CALL ORDER : 150 CONTRACT ID : R -24860-A COUNTIES : ADAMS LETTING DATE : 09/12/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2511008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1990156 EARTH IMAGES, INC. $ 21,756.58 100.0000% ==================================================================================================================================== |(1) 35-1990156 | | |EARTH IMAGES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 110-01001 LUMP| 1075.00000 1075.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 603-06040 491.700 m | 14.75000 7252.58| | FENCE, FARM FIELD, 1190 mm | | | 0003 621-06545 0.140 Mg | 1100.00000 154.00| | FERTILIZER | | | 0004 622-91786 2950.000 EACH| 4.50000 13275.00| | SEEDLING | | | SECTION TOTALS | $ 21,756.58| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,756.58| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 35 CALL ORDER : 160 CONTRACT ID : R -24947-A COUNTIES : STARKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 5,745,396.13 100.0000% 2 35-1489621 HRP CONSTRUCTION, INC. $ 6,216,712.24 108.2033% 3 35-1212938 ATLAS EXCAVATING, INC. $ 6,261,322.36 108.9798% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 170 CONTRACT ID : R -25028-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 1,553,963.50 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,686,001.95 108.4968% 3 35-1609544 SCHUTT-LOOKABILL CO $ 1,742,647.61 112.1421% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,802,723.28 116.0080% 5 35-1212938 ATLAS EXCAVATING, INC. $ 1,969,608.50 126.7474% 6 35-1057871 SMOCK FANSLER CORPORATION $ 1,999,785.37 128.6893% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 220 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6882002 6882002 6882002 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 7,110,479.00 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 7,110,968.70 100.0068% 3 35-1134435 FOERTSCH CONSTRUCTION $ 8,050,913.36 113.2260% 4 99-9995983 GRADEX/BEATY JOINT VENTURE $ 8,128,987.70 114.3240% 5 37-0955285 FREESEN, INC. $ 8,148,422.76 114.5973% 6 35-1145629 KOESTER EQUIPMENT, INC. & SUBSIDIARIES $ 8,481,098.26 119.2760% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-01925 24.000 MOS | 2040.97000 48983.28| 1350.00000 32400.00| 1200.00000 28800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 67324.40000 67324.40| 69800.00000 69800.00| 140000.00000 140000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 355523.95000 355523.95| 355000.00000 355000.00| 353000.00000 353000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50500.00000 50500.00| 25000.00000 25000.00| 70000.00000 70000.00 CLEARING RIGHT OF WAY | | | 0005 201-52370 LUMP| 5050.00000 5050.00| 1500.00000 1500.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY , Pond | | | 0006 202-02240 4706.000 m2 | 6.06000 28518.36| 3.25000 15294.50| 7.50000 35295.00 PAVEMENT, REMOVE | | | 0007 202-02241 53.910 m | 7.07000 381.14| 9.00000 485.19| 3.50000 188.69 GUARDRAIL, REMOVE | | | 0008 202-03783 4.000 EACH| 375.23000 1500.92| 200.00000 800.00| 220.00000 880.00 SIGN, PANEL, REMOVE | | | 0009 202-74040 5.000 EACH| 300.18000 1500.90| 310.00000 1550.00| 330.00000 1650.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0010 202-74045 8.000 EACH| 75.04000 600.32| 26.00000 208.00| 27.50000 220.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-96151 LUMP| 2701.64000 2701.64| 625.00000 625.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 26346.000 m3 | 3.54000 93264.84| 2.60000 68499.60| 4.50000 118557.00 EXCAVATION, COMMON | | | 0013 203-02070 431005.000 m3 | 4.55000 1961072.75| 5.50000 2370527.50| 4.70000 2025723.50 BORROW | | | 0014 205-02224 240.000 m | 6.62000 1588.80| 6.00000 1440.00| 7.20000 1728.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02226 39.700 m | 19.19000 761.84| 16.00000 635.20| 17.30000 686.81 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0016 205-02227 1888.000 m | 7.32000 13820.16| 4.00000 7552.00| 15.00000 28320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0017 205-02228 218.000 m | 33.33000 7265.94| 21.00000 4578.00| 35.00000 7630.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0018 205-02229 463.600 m | 12.78000 5924.81| 13.00000 6026.80| 14.00000 6490.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02231 151.500 m | 40.40000 6120.60| 43.00000 6514.50| 37.35000 5658.53 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0020 205-02233 1785.000 m3 | 9.09000 16225.65| 2.50000 4462.50| 38.50000 68722.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0021 205-02234 7.000 EACH| 90.90000 636.30| 90.00000 630.00| 99.00000 693.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0022 205-02236 6.000 EACH| 85.85000 515.10| 85.00000 510.00| 93.50000 561.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 205-03371 1000.000 m3 | 7.07000 7070.00| 7.00000 7000.00| 7.10000 7100.00 SEDIMENT REMOVE | | | 0024 206-51230 189.800 m3 | 25.25000 4792.45| 12.50000 2372.50| 26.00000 4934.80 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0025 207-02045 213.000 m3 | 9.09000 1936.17| 8.00000 1704.00| 7.00000 1491.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0026 211-02060 722.810 m3 | 21.70000 15684.98| 16.00000 11564.96| 28.00000 20238.68 B BORROW FOR STRUCTURE BACKFILL | | | 0027 211-06467 168.300 m3 | 41.41000 6969.30| 32.00000 5385.60| 30.00000 5049.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 303-52308 310.600 Mg | 15.15000 4705.59| 19.00000 5901.40| 20.00000 6212.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0029 304-06464 6937.000 m3 | 33.12000 229753.44| 37.00000 256669.00| 54.50000 378066.50 SUBBASE FOR PCCP | | | 0030 402-05481 446.600 Mg | 47.00000 20990.20| 52.00000 23223.20| 56.00000 25009.60 HMA BASE 25.0 mm, SHOULDER | | | 0031 402-05483 396.000 Mg | 40.00000 15840.00| 59.00000 23364.00| 62.70000 24829.20 HMA BASE C25.0 mm, SHOULDER | | | 0032 402-05490 84.300 Mg | 83.00000 6996.90| 114.00000 9610.20| 121.00000 10200.30 HMA SURFACE 9.5 mm, SHOULDER | | | 0033 405-05518 581.760 m2 | 2.00000 1163.52| 2.00000 1163.52| 2.20000 1279.87 ASPHALT FOR PRIME COAT | | | 0034 406-05521 2774.850 m2 | 0.10000 277.49| 0.20000 554.97| 0.25000 693.71 ASPHALT FOR TACK COAT | | | 0035 501-06321 39094.000 m2 | 33.77000 1320204.38| 30.50000 1192367.00| 31.65000 1237325.10 QC/QA PCCP, 250 mm | | | 0036 503-03489 1747.000 EACH| 8.50000 14849.50| 10.00000 17470.00| 7.71000 13469.37 RETROFITTED TIE BARS | | | 0037 503-05240 5063.000 m | 19.56000 99032.28| 17.00000 86071.00| 20.86000 105614.18 D-1 CONTRACTION JOINT | | | 0038 503-05310 55.010 m | 258.90000 14242.09| 42.00000 2310.42| 321.00000 17658.21 TERMINAL JOINT | | | 0039 601-01522 7.000 EACH| 1212.00000 8484.00| 1250.00000 8750.00| 1320.00000 9240.00 GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-05999 3.000 EACH| 40.40000 121.20| 42.00000 126.00| 50.00000 150.00 CURVED TERMINAL END | | | 0041 601-06233 4.000 EACH| 7575.00000 30300.00| 7850.00000 31400.00| 8250.00000 33000.00 IMPACT ATTENUATOR, ED, W1, TL-3, 110 | | | km/h | | | 0042 601-06416 1.000 EACH| 1010.00000 1010.00| 1050.00000 1050.00| 1100.00000 1100.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, 110 km/h | | | 0043 601-94689 5.000 EACH| 3232.00000 16160.00| 3350.00000 16750.00| 3520.00000 17600.00 GUARDRAIL END TREATMENT, OS | | | 0044 601-94690 2.000 EACH| 3232.00000 6464.00| 3350.00000 6700.00| 3520.00000 7040.00 GUARDRAIL END TREATMENT, MS | | | 0045 601-99105 457.200 m | 36.36000 16623.79| 38.00000 17373.60| 39.60000 18105.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0046 601-99106 7.620 m | 76.76000 584.91| 80.00000 609.60| 83.60000 637.03 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0047 601-99108 129.540 m | 56.56000 7326.78| 59.00000 7642.86| 61.60000 7979.66 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 602-06729 56.000 EACH| 7.07000 395.92| 9.00000 504.00| 10.00000 560.00 BARRIER DELINEATOR | | | 0049 603-06040 1027.900 m | 17.17000 17649.04| 18.00000 18502.20| 18.70000 19221.73 FENCE, FARM FIELD, 1190 mm | | | 0050 607-06340 30.000 m | 100.43000 3012.90| 94.00000 2820.00| 75.00000 2250.00 PAVED SIDE DITCH, B | | | 0051 607-06350 282.500 m | 89.07000 25162.28| 42.00000 11865.00| 125.00000 35312.50 PAVED SIDE DITCH, D | | | 0052 610-06262 434.800 m2 | 54.54000 23713.99| 64.00000 27827.20| 65.00000 28262.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0053 615-06510 4.000 EACH| 303.00000 1212.00| 400.00000 1600.00| 435.00000 1740.00 MONUMENT, C | | | 0054 615-06515 2.000 EACH| 202.00000 404.00| 150.00000 300.00| 150.00000 300.00 MONUMENT, D | | | 0055 615-06527 5.000 EACH| 303.00000 1515.00| 400.00000 2000.00| 435.00000 2175.00 MONUMENT, SECTION CORNER | | | 0056 615-06530 1.000 EACH| 505.00000 505.00| 550.00000 550.00| 550.00000 550.00 POST, BENCHMARK | | | 0057 616-02320 786.400 m2 | 2.37000 1863.77| 1.75000 1376.20| 2.00000 1572.80 GEOTEXTILES | | | 0058 616-06405 272.300 Mg | 22.22000 6050.51| 24.00000 6535.20| 21.50000 5854.45 RIPRAP, REVETMENT | | | 0059 616-06451 79.000 Mg | 25.25000 1994.75| 24.00000 1896.00| 22.50000 1777.50 RIPRAP, UNIFORM | | | 0060 616-51367 543.400 m2 | 48.48000 26344.03| 40.00000 21736.00| 63.50000 34505.90 SLOPEWALL, CONCRETE, 100 mm | | | 0061 621-01004 4.000 EACH| 666.60000 2666.40| 520.00000 2080.00| 726.00000 2904.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-01882 471.000 kg | 9.90000 4662.90| 4.00000 1884.00| 10.78000 5077.38 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0063 621-06545 12.110 Mg | 535.30000 6482.48| 375.00000 4541.25| 583.00000 7060.13 FERTILIZER | | | 0064 621-06548 17.600 kg | 58.58000 1031.01| 12.50000 220.00| 63.80000 1122.88 SEED MIXTURE, CV | | | 0065 621-06553 2307.100 kg | 8.53000 19679.56| 4.00000 9228.40| 9.40000 21686.74 SEED MIXTURE, R | | | 0066 621-06565 78.300 Mg | 444.40000 34796.52| 240.00000 18792.00| 500.00000 39150.00 MULCHING MATERIAL | | | 0067 621-06567 200.000 kL | 1.01000 202.00| 23.00000 4600.00| 1.00000 200.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 621-06575 7581.500 m2 | 3.64000 27596.66| 3.00000 22744.50| 4.05000 30705.08 SODDING, NURSERY | | | 0069 701-91792 54.000 EACH| 126.25000 6817.50| 83.00000 4482.00| 110.00000 5940.00 PILE TIP, STEEL H | | | 0070 701-95780 1611.000 m | 111.10000 178982.10| 138.00000 222318.00| 95.00000 153045.00 PILE, STEEL H, HP 310 X 110 | | | 0071 702-51005 375.900 m3 | 505.00000 189829.50| 290.00000 109011.00| 455.00000 171034.50 CONCRETE, A, SUBSTRUCTURE | | | 0072 702-51015 45.400 m3 | 505.00000 22927.00| 315.00000 14301.00| 500.00000 22700.00 CONCRETE, B, FOOTINGS | | | 0073 702-51110 656.800 kg | 7.58000 4978.54| 11.00000 7224.80| 5.50000 3612.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0074 702-90915 4.600 m3 | 378.75000 1742.25| 440.00000 2024.00| 780.00000 3588.00 CONCRETE, A | | | 0075 703-51030 5761.000 kg | 1.26000 7258.86| 1.00000 5761.00| 1.25000 7201.25 REINFORCING STEEL | | | 0076 703-51032 142542.000 kg | 1.31000 186730.02| 1.04000 148243.68| 1.35000 192431.70 REINFORCING STEEL, EPOXY COATED | | | 0077 703-97703 272.000 EACH| 12.12000 3296.64| 10.00000 2720.00| 11.50000 3128.00 THREADED BAR SPLICE, EPOXY COATED | | | 0078 704-51002 486.400 m3 | 429.25000 208787.20| 350.00000 170240.00| 525.00000 255360.00 CONCRETE, C, SUPERSTRUCTURE | | | 0079 706-05732 8.000 EACH| 1010.00000 8080.00| 1250.00000 10000.00| 1350.00000 10800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0080 706-51020 70.400 m3 | 303.00000 21331.20| 365.00000 25696.00| 510.00000 35904.00 CONCRETE, C, RAILING | | | 0081 709-51821 LUMP| 8080.00000 8080.00| 8200.00000 8200.00| 8600.00000 8600.00 SURFACE SEAL , STRUCTURE NO. 1 | | | 0082 709-51821 LUMP| 9898.00000 9898.00| 10200.00000 10200.00| 11000.00000 11000.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0083 711-51038 LUMP| 348700.00000 348700.00| 326000.00000 326000.00| 500000.00000 500000.00 STRUCTURAL STEEL , STRUCTURE NO. 1 | | | 0084 711-51038 LUMP| 388855.99000 388855.99| 401000.00000 401000.00| 573000.00000 573000.00 STRUCTURAL STEEL , STRUCTURE NO. 2 | | | 0085 714-99348 96.000 m | 858.50000 82416.00| 675.00000 64800.00| 1520.00000 145920.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0086 715-05019 289.000 m | 151.50000 43783.50| 125.00000 36125.00| 150.00000 43350.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0087 715-05048 7132.400 m | 5.56000 39656.14| 5.50000 39228.20| 6.10000 43507.64 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 715-05053 868.000 m | 24.24000 21040.32| 27.00000 23436.00| 20.50000 17794.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0089 715-05149 39.500 m | 80.80000 3191.60| 68.00000 2686.00| 30.00000 1185.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0090 715-05203 60.000 m | 30.30000 1818.00| 13.00000 780.00| 5.10000 306.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0091 715-05217 142.500 m | 80.80000 11514.00| 52.00000 7410.00| 67.50000 9618.75 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0092 715-05249 92.000 m | 111.10000 10221.20| 225.00000 20700.00| 385.00000 35420.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0093 715-05407 88.700 m | 32.32000 2866.78| 13.50000 1197.45| 25.00000 2217.50 PIPE, END BENT DRAIN, 150 mm | | | 0094 715-05596 34.000 m | 89.89000 3056.26| 170.00000 5780.00| 100.00000 3400.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0095 715-05842 1.000 EACH| 1010.00000 1010.00| 470.00000 470.00| 1000.00000 1000.00 CONCRETE ANCHOR, 1050 mm | | | 0096 715-05890 56.000 m | 186.85000 10463.60| 150.00000 8400.00| 215.00000 12040.00 PIPE EXTENSION, CIRCULAR, 1050 mm | | | 0097 715-26778 1.000 EACH| 6868.00000 6868.00| 8000.00000 8000.00| 1500.00000 1500.00 GRATED BOX END SECTION, I, 6:1, 1050 mm | | | 0098 715-35000 60.000 m | 30.30000 1818.00| 27.00000 1620.00| 30.00000 1800.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0099 715-35005 60.000 m | 30.30000 1818.00| 30.00000 1800.00| 32.50000 1950.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0100 715-35010 60.000 m | 30.30000 1818.00| 34.00000 2040.00| 40.00000 2400.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0101 715-46000 5.000 EACH| 227.25000 1136.25| 145.00000 725.00| 175.00000 875.00 PIPE END SECTION, 300 mm | | | 0102 715-46010 3.000 EACH| 328.25000 984.75| 170.00000 510.00| 200.00000 600.00 PIPE END SECTION, 450 mm | | | 0103 715-46040 10.000 EACH| 707.00000 7070.00| 675.00000 6750.00| 625.00000 6250.00 PIPE END SECTION, 900 mm | | | 0104 715-91361 56.840 m | 71.61000 4070.31| 31.00000 1762.04| 27.50000 1563.10 PIPE, PVC, 150 mm | | | 0105 718-06528 56.000 EACH| 545.40000 30542.40| 350.00000 19600.00| 500.00000 28000.00 OUTLET PROTECTOR, 1 | | | 0106 718-06531 1.000 EACH| 303.00000 303.00| 325.00000 325.00| 600.00000 600.00 OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 718-06532 1000.000 m | 4.04000 4040.00| 4.00000 4000.00| 4.40000 4400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 1599.000 m3 | 31.31000 50064.69| 32.00000 51168.00| 25.00000 39975.00 AGGREGATE FOR UNDERDRAINS | | | 0109 718-99153 13215.000 m2 | 1.11000 14668.65| 1.00000 13215.00| 2.00000 26430.00 GEOTEXTILES FOR UNDERDRAIN | | | 0110 720-45075 2.000 EACH| 1616.00000 3232.00| 1350.00000 2700.00| 1400.00000 2800.00 INLET, R13 | | | 0111 720-45090 2.000 EACH| 1212.00000 2424.00| 1450.00000 2900.00| 3000.00000 6000.00 INLET, UA | | | 0112 720-45095 2.000 EACH| 1212.00000 2424.00| 1660.00000 3320.00| 3000.00000 6000.00 INLET, WA | | | 0113 720-94612 1.000 EACH| 2449.25000 2449.25| 2550.00000 2550.00| 4000.00000 4000.00 MANHOLE, K4 | | | 0114 720-94847 2.000 EACH| 1616.00000 3232.00| 1400.00000 2800.00| 1600.00000 3200.00 INLET, R13, MODIFIED | | | 0115 720-95310 1.000 EACH| 1717.00000 1717.00| 1925.00000 1925.00| 1700.00000 1700.00 INLET, P12A, MODIFIED | | | 0116 724-51925 59.800 m | 262.60000 15703.48| 185.00000 11063.00| 325.00000 19435.00 STRUCTURAL EXPANSION JOINT, SS | | | 0117 726-03769 11.000 EACH| 1515.00000 16665.00| 2300.00000 25300.00| 1250.00000 13750.00 BEARING ASSEMBLY, POT PB2 | | | 0118 726-92406 22.000 EACH| 909.00000 19998.00| 1000.00000 22000.00| 1250.00000 27500.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0119 728-98377 LUMP| 7979.00000 7979.00| 8400.00000 8400.00| 8800.00000 8800.00 MASONRY COATING , STRUCTURE NO. 2 | | | 0120 728-98377 LUMP| 6201.40000 6201.40| 10500.00000 10500.00| 11000.00000 11000.00 MASONRY COATING , STRUCTURE NO.1 | | | 0121 801-04308 1.000 EACH| 878.70000 878.70| 1500.00000 1500.00| 935.00000 935.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0122 801-06199 1.000 EACH| 484.80000 484.80| 500.00000 500.00| 440.00000 440.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0123 801-06207 2774.000 m | 2.98000 8266.52| 3.00000 8322.00| 3.30000 9154.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0124 801-06605 12.000 EACH| 196.95000 2363.40| 300.00000 3600.00| 275.00000 3300.00 BARRICADE, IIIA | | | 0125 801-06608 7.000 EACH| 343.40000 2403.80| 360.00000 2520.00| 825.00000 5775.00 BARRICADE, III, PERMANENT | | | 0126 801-06640 33.000 EACH| 196.95000 6499.35| 290.00000 9570.00| 203.50000 6715.50 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0127 801-06710 120.000 DAY | 13.13000 1575.60| 14.00000 1680.00| 17.60000 2112.00 FLASHING ARROW SIGN | | | 0128 801-06775 LUMP| 42538.26000 42538.26| 25800.00000 25800.00| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | 0129 802-02293 49.000 m3 | 743.14000 36413.86| 415.00000 20335.00| 440.00000 21560.00 CONCRETE, SIGN FOUNDATION | | | 0130 802-02475 2.000 EACH| 486.33000 972.66| 380.00000 760.00| 410.00000 820.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0131 802-05701 85.500 m | 30.76000 2629.98| 38.00000 3249.00| 39.60000 3385.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0132 802-05702 171.600 m | 25.45000 4367.22| 28.00000 4804.80| 29.70000 5096.52 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0133 802-76015 160.030 m2 | 150.13000 24025.30| 175.00000 28005.25| 185.00000 29605.55 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0134 802-76025 3.550 m2 | 308.09000 1093.72| 155.00000 550.25| 165.00000 585.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0135 802-76035 66.830 m2 | 135.60000 9062.15| 165.00000 11026.95| 172.00000 11494.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0136 802-76045 3.240 m2 | 119.32000 386.60| 175.00000 567.00| 185.00000 599.40 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0137 802-76065 7.500 m | 14.94000 112.05| 15.00000 112.50| 15.40000 115.50 SIGN POST, B | | | 0138 802-76095 2840.080 kg | 4.32000 12269.15| 4.50000 12780.36| 4.65000 13206.37 STRUCTURAL STEEL, BREAKAWAY | | | 0139 803-02310 1909.000 kg | 2.58000 4925.22| 1.50000 2863.50| 1.49000 2844.41 REINFORCING STEEL, SIGN FOUNDATION | | | 0140 803-76110 2.000 EACH| 25860.59000 51721.18| 31900.00000 63800.00| 34000.00000 68000.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0141 803-76140 2.000 EACH| 12389.71000 24779.42| 12200.00000 24400.00| 12890.00000 25780.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0142 803-76170 19.820 m | 388.90000 7708.00| 470.00000 9315.40| 495.00000 9810.90 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0143 803-76175 7.500 m | 401.20000 3009.00| 470.00000 3525.00| 495.00000 3712.50 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 803-76200 2.000 EACH| 355.73000 711.46| 105.00000 210.00| 110.00000 220.00 SIGN MODIFICATION (GROUND MOUNT) | | | 0145 804-06771 163.000 EACH| 21.21000 3457.23| 21.00000 3423.00| 11.00000 1793.00 DELINEATOR POST, FLEXIBLE | | | 0146 805-01836 100.000 m | 3.00000 300.00| 3.00000 300.00| 3.30000 330.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0147 805-01842 10.000 EACH| 594.60000 5946.00| 650.00000 6500.00| 687.50000 6875.00 HANDHOLE, SIGNAL | | | 0148 805-02503 100.000 m | 2.54000 254.00| 2.00000 200.00| 2.20000 220.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0149 805-06592 100.000 m | 42.52000 4252.00| 35.00000 3500.00| 36.30000 3630.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0150 805-78109 1.000 EACH| 8521.58000 8521.58| 8700.00000 8700.00| 9100.00000 9100.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0151 805-78205 6.000 EACH| 385.05000 2310.30| 450.00000 2700.00| 462.00000 2772.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0152 805-78215 2.000 EACH| 390.61000 781.22| 450.00000 900.00| 462.00000 924.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0153 805-78415 3.000 EACH| 1522.61000 4567.83| 1250.00000 3750.00| 1320.00000 3960.00 SPAN, CATENARY, AND TETHER | | | 0154 805-78420 3.000 EACH| 213.92000 641.76| 240.00000 720.00| 250.00000 750.00 DISCONNECT HANGER | | | 0155 805-78445 1.000 EACH| 411.28000 411.28| 445.00000 445.00| 470.00000 470.00 SIGNAL SERVICE | | | 0156 805-78467 20.000 m | 4.78000 95.60| 5.00000 100.00| 5.50000 110.00 SIGNAL CABLE, 3C 8GA. | | | 0157 805-78485 100.000 m | 3.33000 333.00| 3.00000 300.00| 3.30000 330.00 SIGNAL CABLE, 5C 14GA. | | | 0158 805-78785 5.000 EACH| 461.28000 2306.40| 470.00000 2350.00| 500.00000 2500.00 SIGNAL DETECTOR HOUSING | | | 0159 805-78795 100.000 m | 35.14000 3514.00| 27.00000 2700.00| 29.00000 2900.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0160 805-78925 1.000 EACH| 637.97000 637.97| 625.00000 625.00| 660.00000 660.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0161 805-81032 4.000 EACH| 2522.18000 10088.72| 2900.00000 11600.00| 3025.00000 12100.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0162 805-86848 96.000 m | 18.81000 1805.76| 14.00000 1344.00| 14.57000 1398.72 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 3 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 805-86920 6.000 EACH| 11.34000 68.04| 23.00000 138.00| 24.20000 145.20 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0164 805-86925 3.000 EACH| 18.01000 54.03| 36.00000 108.00| 37.40000 112.20 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0165 805-86930 2.000 EACH| 7.11000 14.22| 13.00000 26.00| 13.20000 26.40 INSULATING LINK, NOT WATERPROOFED | | | 0166 805-86935 3.000 EACH| 17.90000 53.70| 28.00000 84.00| 29.70000 89.10 INSULATING LINK, WATERPROOFED | | | 0167 805-91522 2.000 EACH| 300.18000 600.36| 105.00000 210.00| 110.00000 220.00 SIGN POST FOUNDATION, REMOVE | | | 0168 805-92504 5.000 EACH| 228.34000 1141.70| 250.00000 1250.00| 264.00000 1320.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0169 807-02191 1.000 EACH| 324.54000 324.54| 625.00000 625.00| 660.00000 660.00 HANDHOLE, LIGHTING | | | 0170 807-82003 1.000 EACH| 639.15000 639.15| 835.00000 835.00| 880.00000 880.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0171 807-86635 4.000 EACH| 352.79000 1411.16| 530.00000 2120.00| 561.00000 2244.00 LUMINAIRE, ROADWAY, MERCURY VAPOR, 250 | | | WATT | | | 0172 807-86910 1.000 EACH| 31.23000 31.23| 34.00000 34.00| 35.20000 35.20 CONNECTOR KIT, UNFUSED | | | 0173 807-86915 2.000 EACH| 32.34000 64.68| 38.00000 76.00| 39.60000 79.20 CONNECTOR KIT, FUSED | | | 0174 807-86950 1.000 EACH| 53.91000 53.91| 23.00000 23.00| 24.20000 24.20 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0175 808-01328 1.000 EACH| 111.10000 111.10| 115.00000 115.00| 330.00000 330.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WRONG WAY RAMP ARROW | | | 0176 808-01468 41.100 m | 6.01000 247.01| 6.00000 246.60| 3.97000 163.17 LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0177 808-03002 219.100 m | 2.47000 541.18| 2.50000 547.75| 3.14000 687.97 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0178 808-03178 7.000 EACH| 141.40000 989.80| 145.00000 1015.00| 181.50000 1270.50 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0179 808-03179 4.000 EACH| 151.50000 606.00| 155.00000 620.00| 226.00000 904.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-1134435 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 808-04723 526.800 m | 6.92000 3645.46| 7.00000 3687.60| 21.88000 11526.38 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 100 mm | | | 0181 808-04767 345.500 m | 3.03000 1046.87| 3.00000 1036.50| 3.97000 1371.64 LINE , EPOXY, SOLID, WHITE, 125m | | | 0182 808-05534 1150.900 m | 4.90000 5639.41| 5.00000 5754.50| 6.00000 6905.40 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0183 808-05535 95.700 m | 20.71000 1981.95| 22.00000 2105.40| 17.30000 1655.61 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0184 808-06680 54.200 m | 10.35000 560.97| 11.00000 596.20| 9.00000 487.80 TRANSVERSE MARKINGS EPOXY , SOLID, | | | WHITE, CROSSHATCH LINE, 300mm | | | 0185 808-06713 3707.200 m | 0.16000 593.15| 0.20000 741.44| 1.00000 3707.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0186 808-06714 2851.800 m | 0.16000 456.29| 0.20000 570.36| 1.00000 2851.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0187 808-06716 248.000 m | 1.52000 376.96| 1.50000 372.00| 2.20000 545.60 LINE, REMOVE | | | 0188 808-74805 31.600 m | 20.71000 654.44| 21.00000 663.60| 17.32000 547.31 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0189 808-74811 99.000 m | 3.03000 299.97| 3.00000 297.00| 4.29000 424.71 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0190 808-75015 270.000 m | 0.49000 132.30| 0.50000 135.00| 0.54000 145.80 LINE, PAINT, SOLID, WHITE, 300 mm | | | 0191 808-75078 60.000 m | 6.57000 394.20| 7.00000 420.00| 5.39000 323.40 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0192 808-75998 340.000 EACH| 26.16000 8894.40| 27.00000 9180.00| 28.50000 9690.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0193 801-09133 2.000 EACH| 8282.00000 16564.00| 15600.00000 31200.00| 25000.00000 50000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 7,110,479.00| $ 7,110,968.70| $ 8,050,913.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,110,479.00| $ 7,110,968.70| $ 8,050,913.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-01925 24.000 MOS | 1260.00000 30240.00| 1000.00000 24000.00| 3294.89000 79077.36 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 105000.00000 105000.00| 65000.00000 65000.00| 112976.24000 112976.24 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 400000.00000 400000.00| 564125.00000 564125.00| 421800.00000 421800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 175000.00000 175000.00| 5000.00000 5000.00| 25126.73000 25126.73 CLEARING RIGHT OF WAY | | | 0005 201-52370 LUMP| 4500.00000 4500.00| 7500.00000 7500.00| 54005.74000 54005.74 CLEARING RIGHT OF WAY , Pond | | | 0006 202-02240 4706.000 m2 | 7.18000 33789.08| 3.00000 14118.00| 5.48000 25788.88 PAVEMENT, REMOVE | | | 0007 202-02241 53.910 m | 42.00000 2264.22| 30.00000 1617.30| 18.47000 995.72 GUARDRAIL, REMOVE | | | 0008 202-03783 4.000 EACH| 210.00000 840.00| 210.00000 840.00| 214.00000 856.00 SIGN, PANEL, REMOVE | | | 0009 202-74040 5.000 EACH| 315.00000 1575.00| 315.00000 1575.00| 321.00000 1605.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0010 202-74045 8.000 EACH| 26.25000 210.00| 26.25000 210.00| 26.75000 214.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-96151 LUMP| 630.00000 630.00| 1102.00000 1102.00| 1749.21000 1749.21 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 203-02000 26346.000 m3 | 6.00000 158076.00| 2.46000 64811.16| 4.76000 125406.96 EXCAVATION, COMMON | | | 0013 203-02070 431005.000 m3 | 5.70000 2456728.50| 6.42000 2767052.10| 6.53000 2814462.65 BORROW | | | 0014 205-02224 240.000 m | 7.93000 1903.20| 8.20000 1968.00| 7.01000 1682.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02226 39.700 m | 27.00000 1071.90| 20.00000 794.00| 20.23000 803.13 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0016 205-02227 1888.000 m | 15.80000 29830.40| 2.00000 3776.00| 5.40000 10195.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0017 205-02228 218.000 m | 26.77000 5835.86| 24.60000 5362.80| 38.53000 8399.54 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0018 205-02229 463.600 m | 14.35000 6652.66| 13.00000 6026.80| 13.54000 6277.14 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02231 151.500 m | 44.40000 6726.60| 52.67000 7979.51| 39.55000 5991.83 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0020 205-02233 1785.000 m3 | 4.75000 8478.75| 4.20000 7497.00| 7.65000 13655.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0021 205-02234 7.000 EACH| 158.00000 1106.00| 75.00000 525.00| 96.30000 674.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0022 205-02236 6.000 EACH| 142.00000 852.00| 75.00000 450.00| 106.17000 637.02 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 205-03371 1000.000 m3 | 6.40000 6400.00| 10.50000 10500.00| 4.94000 4940.00 SEDIMENT REMOVE | | | 0024 206-51230 189.800 m3 | 23.00000 4365.40| 26.25000 4982.25| 26.75000 5077.15 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0025 207-02045 213.000 m3 | 9.50000 2023.50| 2.51000 534.63| 6.17000 1314.21 EXCAVATION FOR SUBGRADE TREATMENT | | | 0026 211-02060 722.810 m3 | 18.60000 13444.27| 20.00000 14456.20| 45.23000 32692.70 B BORROW FOR STRUCTURE BACKFILL | | | 0027 211-06467 168.300 m3 | 37.00000 6227.10| 43.00000 7236.90| 43.87000 7383.32 AGGREGATE FOR END BENT BACKFILL | | | 0028 303-52308 310.600 Mg | 18.30000 5683.98| 29.00000 9007.40| 18.51000 5749.21 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0029 304-06464 6937.000 m3 | 37.22000 258195.14| 52.12000 361556.44| 53.07000 368146.59 SUBBASE FOR PCCP | | | 0030 402-05481 446.600 Mg | 52.50000 23446.50| 49.35000 22039.71| 50.29000 22459.51 HMA BASE 25.0 mm, SHOULDER | | | 0031 402-05483 396.000 Mg | 59.85000 23700.60| 42.00000 16632.00| 42.80000 16948.80 HMA BASE C25.0 mm, SHOULDER | | | 0032 402-05490 84.300 Mg | 115.50000 9736.65| 87.15000 7346.75| 88.81000 7486.68 HMA SURFACE 9.5 mm, SHOULDER | | | 0033 405-05518 581.760 m2 | 2.10000 1221.70| 2.10000 1221.70| 2.14000 1244.97 ASPHALT FOR PRIME COAT | | | 0034 406-05521 2774.850 m2 | 0.21000 582.72| 0.11000 305.23| 0.11000 305.23 ASPHALT FOR TACK COAT | | | 0035 501-06321 39094.000 m2 | 32.03000 1252180.82| 29.91000 1169301.54| 30.48000 1191585.12 QC/QA PCCP, 250 mm | | | 0036 503-03489 1747.000 EACH| 10.50000 18343.50| 7.36000 12857.92| 7.50000 13102.50 RETROFITTED TIE BARS | | | 0037 503-05240 5063.000 m | 17.27000 87438.01| 19.80000 100247.40| 20.18000 102171.34 D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 503-05310 55.010 m | 330.00000 18153.30| 269.85000 14844.45| 274.99000 15127.20 TERMINAL JOINT | | | 0039 601-01522 7.000 EACH| 1325.00000 9275.00| 1391.00000 9737.00| 1284.00000 8988.00 GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-05999 3.000 EACH| 45.00000 135.00| 47.25000 141.75| 42.80000 128.40 CURVED TERMINAL END | | | 0041 601-06233 4.000 EACH| 7000.00000 28000.00| 7350.00000 29400.00| 8025.00000 32100.00 IMPACT ATTENUATOR, ED, W1, TL-3, 110 | | | km/h | | | 0042 601-06416 1.000 EACH| 650.00000 650.00| 682.00000 682.00| 1070.00000 1070.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, 110 km/h | | | 0043 601-94689 5.000 EACH| 3475.00000 17375.00| 3648.00000 18240.00| 3424.00000 17120.00 GUARDRAIL END TREATMENT, OS | | | 0044 601-94690 2.000 EACH| 3475.00000 6950.00| 3648.00000 7296.00| 3424.00000 6848.00 GUARDRAIL END TREATMENT, MS | | | 0045 601-99105 457.200 m | 34.85000 15933.42| 36.59000 16728.95| 38.52000 17611.34 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0046 601-99106 7.620 m | 66.00000 502.92| 69.00000 525.78| 81.32000 619.66 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0047 601-99108 129.540 m | 50.00000 6477.00| 52.50000 6800.85| 59.92000 7762.04 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0048 602-06729 56.000 EACH| 8.80000 492.80| 6.30000 352.80| 5.35000 299.60 BARRIER DELINEATOR | | | 0049 603-06040 1027.900 m | 18.90000 19427.31| 19.85000 20403.82| 18.19000 18697.50 FENCE, FARM FIELD, 1190 mm | | | 0050 607-06340 30.000 m | 125.00000 3750.00| 68.00000 2040.00| 96.30000 2889.00 PAVED SIDE DITCH, B | | | 0051 607-06350 282.500 m | 200.00000 56500.00| 102.00000 28815.00| 42.80000 12091.00 PAVED SIDE DITCH, D | | | 0052 610-06262 434.800 m2 | 60.00000 26088.00| 56.70000 24653.16| 57.78000 25122.74 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0053 615-06510 4.000 EACH| 405.00000 1620.00| 425.00000 1700.00| 321.00000 1284.00 MONUMENT, C | | | 0054 615-06515 2.000 EACH| 115.00000 230.00| 120.00000 240.00| 214.00000 428.00 MONUMENT, D | | | 0055 615-06527 5.000 EACH| 325.00000 1625.00| 341.00000 1705.00| 321.00000 1605.00 MONUMENT, SECTION CORNER | | | 0056 615-06530 1.000 EACH| 475.00000 475.00| 500.00000 500.00| 535.00000 535.00 POST, BENCHMARK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 616-02320 786.400 m2 | 2.77000 2178.33| 2.29000 1800.86| 1.93000 1517.75 GEOTEXTILES | | | 0058 616-06405 272.300 Mg | 22.00000 5990.60| 29.83000 8122.71| 22.48000 6121.30 RIPRAP, REVETMENT | | | 0059 616-06451 79.000 Mg | 27.00000 2133.00| 29.83000 2356.57| 22.55000 1781.45 RIPRAP, UNIFORM | | | 0060 616-51367 543.400 m2 | 95.00000 51623.00| 50.40000 27387.36| 51.36000 27909.02 SLOPEWALL, CONCRETE, 100 mm | | | 0061 621-01004 4.000 EACH| 525.00000 2100.00| 630.00000 2520.00| 535.00000 2140.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-01882 471.000 kg | 4.10000 1931.10| 5.25000 2472.75| 4.17000 1964.07 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0063 621-06545 12.110 Mg | 378.00000 4577.58| 515.00000 6236.65| 385.20000 4664.77 FERTILIZER | | | 0064 621-06548 17.600 kg | 12.60000 221.76| 42.00000 739.20| 12.84000 225.98 SEED MIXTURE, CV | | | 0065 621-06553 2307.100 kg | 4.20000 9689.82| 5.78000 13335.04| 4.28000 9874.39 SEED MIXTURE, R | | | 0066 621-06565 78.300 Mg | 236.25000 18498.38| 399.00000 31241.70| 240.75000 18850.73 MULCHING MATERIAL | | | 0067 621-06567 200.000 kL | 23.10000 4620.00| 0.53000 106.00| 23.54000 4708.00 WATER | | | 0068 621-06575 7581.500 m2 | 3.05000 23123.58| 3.47000 26307.81| 5.05000 38286.58 SODDING, NURSERY | | | 0069 701-91792 54.000 EACH| 125.00000 6750.00| 131.00000 7074.00| 133.75000 7222.50 PILE TIP, STEEL H | | | 0070 701-95780 1611.000 m | 150.00000 241650.00| 115.50000 186070.50| 117.70000 189614.70 PILE, STEEL H, HP 310 X 110 | | | 0071 702-51005 375.900 m3 | 600.00000 225540.00| 525.00000 197347.50| 535.00000 201106.50 CONCRETE, A, SUBSTRUCTURE | | | 0072 702-51015 45.400 m3 | 450.00000 20430.00| 525.00000 23835.00| 535.00000 24289.00 CONCRETE, B, FOOTINGS | | | 0073 702-51110 656.800 kg | 5.50000 3612.40| 7.88000 5175.58| 8.03000 5274.10 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0074 702-90915 4.600 m3 | 1070.00000 4922.00| 650.00000 2990.00| 455.09000 2093.41 CONCRETE, A | | | 0075 703-51030 5761.000 kg | 1.10000 6337.10| 1.31000 7546.91| 1.34000 7719.74 REINFORCING STEEL | | | 0076 703-51032 142542.000 kg | 1.25000 178177.50| 1.37000 195282.54| 1.39000 198133.38 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 703-97703 272.000 EACH| 12.50000 3400.00| 12.60000 3427.20| 12.84000 3492.48 THREADED BAR SPLICE, EPOXY COATED | | | 0078 704-51002 486.400 m3 | 500.00000 243200.00| 446.25000 217056.00| 454.75000 221190.40 CONCRETE, C, SUPERSTRUCTURE | | | 0079 706-05732 8.000 EACH| 2100.00000 16800.00| 1050.00000 8400.00| 1070.00000 8560.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0080 706-51020 70.400 m3 | 670.00000 47168.00| 315.00000 22176.00| 321.00000 22598.40 CONCRETE, C, RAILING | | | 0081 709-51821 LUMP| 6780.00000 6780.00| 8400.00000 8400.00| 8560.00000 8560.00 SURFACE SEAL , STRUCTURE NO. 1 | | | 0082 709-51821 LUMP| 7510.00000 7510.00| 10290.00000 10290.00| 10486.00000 10486.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0083 711-51038 LUMP| 299274.00000 299274.00| 388500.00000 388500.00| 395900.00000 395900.00 STRUCTURAL STEEL , STRUCTURE NO. 1 | | | 0084 711-51038 LUMP| 495000.00000 495000.00| 442890.00000 442890.00| 459826.00000 459826.00 STRUCTURAL STEEL , STRUCTURE NO. 2 | | | 0085 714-99348 96.000 m | 764.00000 73344.00| 748.00000 71808.00| 979.50000 94032.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0086 715-05019 289.000 m | 172.00000 49708.00| 157.93000 45641.77| 215.73000 62345.97 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0087 715-05048 7132.400 m | 8.60000 61338.64| 8.54000 60910.70| 8.19000 58414.36 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0088 715-05053 868.000 m | 15.30000 13280.40| 33.58000 29147.44| 34.22000 29702.96 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0089 715-05149 39.500 m | 77.00000 3041.50| 44.40000 1753.80| 88.41000 3492.20 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0090 715-05203 60.000 m | 50.00000 3000.00| 31.50000 1890.00| 15.46000 927.60 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0091 715-05217 142.500 m | 77.00000 10972.50| 55.48000 7905.90| 96.59000 13764.08 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0092 715-05249 92.000 m | 195.00000 17940.00| 266.51000 24518.92| 289.41000 26625.72 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0093 715-05407 88.700 m | 11.60000 1028.92| 33.60000 2980.32| 49.99000 4434.11 PIPE, END BENT DRAIN, 150 mm | | | 0094 715-05596 34.000 m | 97.00000 3298.00| 78.87000 2681.58| 101.06000 3436.04 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0095 715-05842 1.000 EACH| 1200.00000 1200.00| 850.00000 850.00| 559.51000 559.51 CONCRETE ANCHOR, 1050 mm | | | 0096 715-05890 56.000 m | 215.00000 12040.00| 176.23000 9868.88| 247.74000 13873.44 PIPE EXTENSION, CIRCULAR, 1050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-26778 1.000 EACH| 7000.00000 7000.00| 8855.00000 8855.00| 9104.78000 9104.78 GRATED BOX END SECTION, I, 6:1, 1050 mm | | | 0098 715-35000 60.000 m | 11.00000 660.00| 50.00000 3000.00| 7.26000 435.60 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0099 715-35005 60.000 m | 13.00000 780.00| 55.00000 3300.00| 7.26000 435.60 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0100 715-35010 60.000 m | 14.00000 840.00| 60.00000 3600.00| 7.26000 435.60 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0101 715-46000 5.000 EACH| 300.00000 1500.00| 200.00000 1000.00| 378.92000 1894.60 PIPE END SECTION, 300 mm | | | 0102 715-46010 3.000 EACH| 535.00000 1605.00| 300.00000 900.00| 363.34000 1090.02 PIPE END SECTION, 450 mm | | | 0103 715-46040 10.000 EACH| 765.00000 7650.00| 600.00000 6000.00| 608.26000 6082.60 PIPE END SECTION, 900 mm | | | 0104 715-91361 56.840 m | 67.00000 3808.28| 20.00000 1136.80| 32.10000 1824.56 PIPE, PVC, 150 mm | | | 0105 718-06528 56.000 EACH| 390.00000 21840.00| 525.00000 29400.00| 695.50000 38948.00 OUTLET PROTECTOR, 1 | | | 0106 718-06531 1.000 EACH| 660.00000 660.00| 525.00000 525.00| 631.30000 631.30 OUTLET PROTECTOR, 3 | | | 0107 718-06532 1000.000 m | 4.00000 4000.00| 4.20000 4200.00| 4.28000 4280.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 1599.000 m3 | 25.00000 39975.00| 31.67000 50640.33| 32.27000 51599.73 AGGREGATE FOR UNDERDRAINS | | | 0109 718-99153 13215.000 m2 | 0.85000 11232.75| 0.67000 8854.05| 0.68000 8986.20 GEOTEXTILES FOR UNDERDRAIN | | | 0110 720-45075 2.000 EACH| 1725.00000 3450.00| 1500.00000 3000.00| 1927.00000 3854.00 INLET, R13 | | | 0111 720-45090 2.000 EACH| 2500.00000 5000.00| 1260.00000 2520.00| 1284.00000 2568.00 INLET, UA | | | 0112 720-45095 2.000 EACH| 2500.00000 5000.00| 1260.00000 2520.00| 1284.00000 2568.00 INLET, WA | | | 0113 720-94612 1.000 EACH| 4560.00000 4560.00| 3500.00000 3500.00| 3965.57000 3965.57 MANHOLE, K4 | | | 0114 720-94847 2.000 EACH| 1830.00000 3660.00| 1500.00000 3000.00| 2534.06000 5068.12 INLET, R13, MODIFIED | | | 0115 720-95310 1.000 EACH| 2040.00000 2040.00| 1850.00000 1850.00| 2807.27000 2807.27 INLET, P12A, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 724-51925 59.800 m | 300.00000 17940.00| 273.00000 16325.40| 278.20000 16636.36 STRUCTURAL EXPANSION JOINT, SS | | | 0117 726-03769 11.000 EACH| 1800.00000 19800.00| 1575.00000 17325.00| 1605.00000 17655.00 BEARING ASSEMBLY, POT PB2 | | | 0118 726-92406 22.000 EACH| 1300.00000 28600.00| 945.00000 20790.00| 963.00000 21186.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0119 728-98377 LUMP| 8280.00000 8280.00| 8295.00000 8295.00| 8453.00000 8453.00 MASONRY COATING , STRUCTURE NO. 2 | | | 0120 728-98377 LUMP| 6480.00000 6480.00| 6447.00000 6447.00| 6569.80000 6569.80 MASONRY COATING , STRUCTURE NO.1 | | | 0121 801-04308 1.000 EACH| 1512.00000 1512.00| 1512.00000 1512.00| 1540.80000 1540.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0122 801-06199 1.000 EACH| 504.00000 504.00| 504.00000 504.00| 513.60000 513.60 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0123 801-06207 2774.000 m | 3.10000 8599.40| 3.10000 8599.40| 3.16000 8765.84 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0124 801-06605 12.000 EACH| 300.00000 3600.00| 288.75000 3465.00| 294.25000 3531.00 BARRICADE, IIIA | | | 0125 801-06608 7.000 EACH| 357.00000 2499.00| 357.00000 2499.00| 363.80000 2546.60 BARRICADE, III, PERMANENT | | | 0126 801-06640 33.000 EACH| 300.00000 9900.00| 289.00000 9537.00| 294.25000 9710.25 CONSTRUCTION SIGN, A | | | 0127 801-06710 120.000 DAY | 15.75000 1890.00| 13.65000 1638.00| 13.91000 1669.20 FLASHING ARROW SIGN | | | 0128 801-06775 LUMP| 50000.00000 50000.00| 28020.00000 28020.00| 67799.18000 67799.18 MAINTAINING TRAFFIC | | | 0129 802-02293 49.000 m3 | 420.00000 20580.00| 420.00000 20580.00| 428.00000 20972.00 CONCRETE, SIGN FOUNDATION | | | 0130 802-02475 2.000 EACH| 383.25000 766.50| 383.00000 766.00| 390.55000 781.10 SIGN, PANEL, REMOVE AND RELOCATE | | | 0131 802-05701 85.500 m | 37.80000 3231.90| 37.80000 3231.90| 38.52000 3293.46 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0132 802-05702 171.600 m | 28.35000 4864.86| 28.35000 4864.86| 28.89000 4957.52 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0133 802-76015 160.030 m2 | 176.40000 28229.29| 176.40000 28229.29| 179.76000 28766.99 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0134 802-76025 3.550 m2 | 157.50000 559.13| 158.00000 560.90| 160.50000 569.78 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 802-76035 66.830 m2 | 164.06000 10964.13| 164.00000 10960.12| 167.19000 11173.31 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0136 802-76045 3.240 m2 | 177.19000 574.10| 177.00000 573.48| 180.56000 585.01 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0137 802-76065 7.500 m | 14.70000 110.25| 14.70000 110.25| 14.98000 112.35 SIGN POST, B | | | 0138 802-76095 2840.080 kg | 4.46000 12666.76| 4.46000 12666.76| 4.55000 12922.36 STRUCTURAL STEEL, BREAKAWAY | | | 0139 803-02310 1909.000 kg | 1.42000 2710.78| 1.42000 2710.78| 1.44000 2748.96 REINFORCING STEEL, SIGN FOUNDATION | | | 0140 803-76110 2.000 EACH| 32052.00000 64104.00| 32051.00000 64102.00| 32661.75000 65323.50 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0141 803-76140 2.000 EACH| 12300.00000 24600.00| 12297.00000 24594.00| 12531.84000 25063.68 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0142 803-76170 19.820 m | 472.50000 9364.95| 472.00000 9355.04| 481.50000 9543.33 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0143 803-76175 7.500 m | 472.50000 3543.75| 472.00000 3540.00| 481.50000 3611.25 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0144 803-76200 2.000 EACH| 105.00000 210.00| 105.00000 210.00| 107.00000 214.00 SIGN MODIFICATION (GROUND MOUNT) | | | 0145 804-06771 163.000 EACH| 22.00000 3586.00| 20.95000 3414.85| 26.75000 4360.25 DELINEATOR POST, FLEXIBLE | | | 0146 805-01836 100.000 m | 3.15000 315.00| 3.15000 315.00| 3.21000 321.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0147 805-01842 10.000 EACH| 656.25000 6562.50| 656.00000 6560.00| 668.75000 6687.50 HANDHOLE, SIGNAL | | | 0148 805-02503 100.000 m | 2.10000 210.00| 2.10000 210.00| 2.14000 214.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0149 805-06592 100.000 m | 34.65000 3465.00| 34.65000 3465.00| 35.31000 3531.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0150 805-78109 1.000 EACH| 8694.00000 8694.00| 8694.00000 8694.00| 8859.60000 8859.60 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0151 805-78205 6.000 EACH| 441.00000 2646.00| 441.00000 2646.00| 449.40000 2696.40 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 805-78215 2.000 EACH| 441.00000 882.00| 441.00000 882.00| 449.40000 898.80 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0153 805-78415 3.000 EACH| 1260.00000 3780.00| 1260.00000 3780.00| 1284.00000 3852.00 SPAN, CATENARY, AND TETHER | | | 0154 805-78420 3.000 EACH| 236.25000 708.75| 236.00000 708.00| 240.75000 722.25 DISCONNECT HANGER | | | 0155 805-78445 1.000 EACH| 446.25000 446.25| 446.00000 446.00| 454.75000 454.75 SIGNAL SERVICE | | | 0156 805-78467 20.000 m | 5.25000 105.00| 5.25000 105.00| 5.35000 107.00 SIGNAL CABLE, 3C 8GA. | | | 0157 805-78485 100.000 m | 3.15000 315.00| 3.15000 315.00| 3.21000 321.00 SIGNAL CABLE, 5C 14GA. | | | 0158 805-78785 5.000 EACH| 472.50000 2362.50| 472.00000 2360.00| 481.50000 2407.50 SIGNAL DETECTOR HOUSING | | | 0159 805-78795 100.000 m | 27.56000 2756.00| 27.56000 2756.00| 28.09000 2809.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0160 805-78925 1.000 EACH| 630.00000 630.00| 630.00000 630.00| 642.00000 642.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0161 805-81032 4.000 EACH| 2887.50000 11550.00| 2887.00000 11548.00| 2942.50000 11770.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0162 805-86848 96.000 m | 13.91000 1335.36| 13.91000 1335.36| 14.18000 1361.28 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 3 1/C | | | 0163 805-86920 6.000 EACH| 23.10000 138.60| 23.10000 138.60| 23.54000 141.24 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0164 805-86925 3.000 EACH| 35.70000 107.10| 35.70000 107.10| 36.38000 109.14 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0165 805-86930 2.000 EACH| 12.60000 25.20| 12.60000 25.20| 12.84000 25.68 INSULATING LINK, NOT WATERPROOFED | | | 0166 805-86935 3.000 EACH| 28.35000 85.05| 28.35000 85.05| 28.89000 86.67 INSULATING LINK, WATERPROOFED | | | 0167 805-91522 2.000 EACH| 105.00000 210.00| 105.00000 210.00| 107.00000 214.00 SIGN POST FOUNDATION, REMOVE | | | 0168 805-92504 5.000 EACH| 252.00000 1260.00| 252.00000 1260.00| 256.80000 1284.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0169 807-02191 1.000 EACH| 630.00000 630.00| 630.00000 630.00| 642.00000 642.00 HANDHOLE, LIGHTING | | | 0170 807-82003 1.000 EACH| 840.00000 840.00| 840.00000 840.00| 856.00000 856.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 807-86635 4.000 EACH| 535.50000 2142.00| 535.00000 2140.00| 545.70000 2182.80 LUMINAIRE, ROADWAY, MERCURY VAPOR, 250 | | | WATT | | | 0172 807-86910 1.000 EACH| 33.60000 33.60| 33.60000 33.60| 34.24000 34.24 CONNECTOR KIT, UNFUSED | | | 0173 807-86915 2.000 EACH| 37.80000 75.60| 37.80000 75.60| 38.52000 77.04 CONNECTOR KIT, FUSED | | | 0174 807-86950 1.000 EACH| 23.10000 23.10| 23.00000 23.00| 23.54000 23.54 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0175 808-01328 1.000 EACH| 115.50000 115.50| 115.50000 115.50| 117.70000 117.70 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WRONG WAY RAMP ARROW | | | 0176 808-01468 41.100 m | 6.25000 256.88| 6.25000 256.88| 6.37000 261.81 LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0177 808-03002 219.100 m | 2.57000 563.09| 2.57000 563.09| 2.62000 574.04 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0178 808-03178 7.000 EACH| 147.00000 1029.00| 147.00000 1029.00| 149.80000 1048.60 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0179 808-03179 4.000 EACH| 157.50000 630.00| 157.50000 630.00| 160.50000 642.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0180 808-04723 526.800 m | 7.19000 3787.69| 7.19000 3787.69| 7.33000 3861.44 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 100 mm | | | 0181 808-04767 345.500 m | 3.15000 1088.33| 3.15000 1088.33| 3.21000 1109.06 LINE , EPOXY, SOLID, WHITE, 125m | | | 0182 808-05534 1150.900 m | 5.09000 5858.08| 5.09000 5858.08| 5.19000 5973.17 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0183 808-05535 95.700 m | 21.53000 2060.42| 21.53000 2060.42| 21.94000 2099.66 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0184 808-06680 54.200 m | 10.76000 583.19| 10.76000 583.19| 10.97000 594.57 TRANSVERSE MARKINGS EPOXY , SOLID, | | | WHITE, CROSSHATCH LINE, 300mm | | | 0185 808-06713 3707.200 m | 0.18000 667.30| 0.17000 630.22| 0.17000 630.22 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0186 808-06714 2851.800 m | 0.18000 513.32| 0.17000 484.81| 0.17000 484.81 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 180 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,749,650.47 ROUTE : CALL ORDER : 180 CONTRACT ID : R -25041-A COUNTIES : VANDERBURGH LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995983 |(5) 37-0955285 |(6) 35-1145629 |GRADEX/BEATY JOINT VENTURE |FREESEN, INC. |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 808-06716 248.000 m | 1.58000 391.84| 1.58000 391.84| 1.61000 399.28 LINE, REMOVE | | | 0188 808-74805 31.600 m | 21.53000 680.35| 21.53000 680.35| 21.94000 693.30 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0189 808-74811 99.000 m | 3.15000 311.85| 3.15000 311.85| 3.21000 317.79 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0190 808-75015 270.000 m | 0.51000 137.70| 0.51000 137.70| 0.52000 140.40 LINE, PAINT, SOLID, WHITE, 300 mm | | | 0191 808-75078 60.000 m | 6.83000 409.80| 6.83000 409.80| 6.96000 417.60 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0192 808-75998 340.000 EACH| 27.20000 9248.00| 26.62000 9050.80| 27.12000 9220.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0193 801-09133 2.000 EACH| 15700.00000 31400.00| 15697.00000 31394.00| 15996.50000 31993.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 8,128,987.70| $ 8,148,422.76| $ 8,481,098.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,128,987.70| $ 8,148,422.76| $ 8,481,098.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,845.49 ROUTE : 465 CALL ORDER : 190 CONTRACT ID : R -25071-A COUNTIES : BOONE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654347 4654347 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO $ 370,794.07 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 399,800.00 107.8226% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 404,062.16 108.9721% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 440,382.89 118.7675% 5 35-1609544 SCHUTT-LOOKABILL CO $ 442,561.51 119.3550% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-0999231 |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06790 3.000 MOS | 2500.00000 7500.00| 2500.00000 7500.00| 1200.00000 3600.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 5100.00000 5100.00| 10250.00000 10250.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15600.00000 15600.00| 9998.10000 9998.10| 20200.00000 20200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01874 2.000 EACH| 26.39000 52.78| 27.00000 54.00| 125.00000 250.00 SHEET SIGN AND POST, REMOVE | | | 0005 202-02241 404.000 LFT | 6.33000 2557.32| 6.30000 2545.20| 10.00000 4040.00 GUARDRAIL, REMOVE | | | 0006 202-60820 6510.000 SYS | 1.69000 11001.90| 2.15000 13996.50| 2.00000 13020.00 SURFACE MILLING, ASPHALT | | | 0007 202-74050 1.000 EACH| 221.67000 221.67| 220.00000 220.00| 605.00000 605.00 SIGN, OVERHEAD, REMOVE | | | 0008 202-99398 1016.000 LFT | 19.89000 20208.24| 20.00000 20320.00| 20.00000 20320.00 SLOTTED DRAIN, 12 IN., REMOVE | | | 0009 203-02070 632.000 CYS | 19.71000 12456.72| 15.00000 9480.00| 17.00000 10744.00 BORROW | | | 0010 205-02224 1350.000 LFT | 1.71000 2308.50| 1.70000 2295.00| 1.80000 2430.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 211-02060 2.000 CYS | 16.18000 32.36| 100.00000 200.00| 40.00000 80.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 401-05457 716.000 TON | 45.02000 32234.32| 56.00000 40096.00| 50.00000 35800.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,845.49 ROUTE : 465 CALL ORDER : 190 CONTRACT ID : R -25071-A COUNTIES : BOONE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-0999231 |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 401-05463 306.500 TON | 64.65000 19815.23| 56.00000 17164.00| 65.00000 19922.50 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0014 401-05465 153.000 TON | 51.51000 7881.03| 88.00000 13464.00| 55.00000 8415.00 QC/QA HMA SURFACE 12.5 mm, SHOULDER | | | 0015 406-05520 2.400 TON | 611.38000 1467.31| 185.00000 444.00| 150.00000 360.00 ASPHALT FOR TACK COAT | | | 0016 601-01522 1.000 EACH| 1266.71000 1266.71| 1260.00000 1260.00| 1200.00000 1200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-04150 1332.000 LFT | 21.11000 28118.52| 21.00000 27972.00| 20.00000 26640.00 GUARDRAIL, THRIE BEAM, 6 FT. 3 IN. | | | SPACING | | | 0018 601-04754 1.000 EACH| 34095.54000 34095.54| 34000.00000 34000.00| 31300.00000 31300.00 ENERGY ABSORBING TERMINAL , QUAD GUARD | | | (8 BAY SYSTEM) | | | 0019 621-01004 1.000 EACH| 686.13000 686.13| 680.00000 680.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 2550.000 SYS | 0.53000 1351.50| 0.53000 1351.50| 0.50000 1275.00 MULCHED SEEDING, R | | | 0021 715-05052 69.000 LFT | 50.65000 3494.85| 45.00000 3105.00| 45.00000 3105.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0022 715-05428 1201.000 LFT | 63.20000 75903.20| 80.00000 96080.00| 70.00000 84070.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0023 718-06528 3.000 EACH| 1074.96000 3224.88| 900.00000 2700.00| 1400.00000 4200.00 OUTLET PROTECTOR, 1 | | | 0024 801-06203 250.000 LFT | 0.79000 197.50| 0.80000 200.00| 0.75000 187.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 250.000 LFT | 1.06000 265.00| 3.00000 750.00| 1.00000 250.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 21.000 EACH| 52.78000 1108.38| 53.00000 1113.00| 50.00000 1050.00 CONSTRUCTION SIGN, A | | | 0027 801-06710 60.000 DAY | 16.89000 1013.40| 17.00000 1020.00| 16.00000 960.00 FLASHING ARROW SIGN | | | 0028 801-06775 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 17010.91000 17010.91 MAINTAINING TRAFFIC | | | 0029 802-76015 417.000 SFT | 20.06000 8365.02| 20.00000 8340.00| 15.00000 6255.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0030 802-76035 18.000 SFT | 15.31000 275.58| 15.00000 270.00| 19.00000 342.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,845.49 ROUTE : 465 CALL ORDER : 190 CONTRACT ID : R -25071-A COUNTIES : BOONE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-0999231 |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 803-02310 988.000 LBS | 1.06000 1047.28| 1.05000 1037.40| 1.50000 1482.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0032 803-06002 1.000 EACH| 1013.37000 1013.37| 1000.00000 1000.00| 2900.00000 2900.00 OVERHEAD PANEL SIGN, MODIFY , EXISTING | | | 0033 803-06031 6.800 CYS | 348.34000 2368.71| 350.00000 2380.00| 375.00000 2550.00 SIGN FOUNDATIONS, CONCRETE | | | 0034 803-76140 1.000 EACH| 14567.13000 14567.13| 14500.00000 14500.00| 12500.00000 12500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0035 803-91084 3.000 EACH| 443.35000 1330.05| 440.00000 1320.00| 2850.00000 8550.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0036 805-01842 2.000 EACH| 1034.48000 2068.96| 1000.00000 2000.00| 535.00000 1070.00 HANDHOLE, SIGNAL | | | 0037 805-01844 3300.000 LFT | 8.44000 27852.00| 8.30000 27390.00| 8.50000 28050.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0038 805-02262 LUMP| 1857.84000 1857.84| 1800.00000 1800.00| 2400.00000 2400.00 FLASHER INSTALLATION | | | 0039 805-06792 10.000 EACH| 432.79000 4327.90| 430.00000 4300.00| 390.00000 3900.00 TRAFFIC SIGNAL HEAD, 1 FACE, LED, 12 IN.| | | AMBER | | | 0040 805-78010 5.000 EACH| 802.25000 4011.25| 800.00000 4000.00| 750.00000 3750.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0041 805-78445 3.000 EACH| 422.24000 1266.72| 410.00000 1230.00| 400.00000 1200.00 SIGNAL SERVICE | | | 0042 805-78467 3300.000 LFT | 1.48000 4884.00| 1.45000 4785.00| 1.50000 4950.00 SIGNAL CABLE, 3C 8GA. | | | 0043 805-78485 500.000 LFT | 1.06000 530.00| 1.05000 525.00| 1.00000 500.00 SIGNAL CABLE, 5C 14GA. | | | 0044 808-06713 2445.000 LFT | 0.11000 268.95| 0.11000 268.95| 0.10000 244.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06714 2445.000 LFT | 0.11000 268.95| 0.11000 268.95| 0.10000 244.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0046 808-75001 615.000 LFT | 0.16000 98.40| 0.16000 98.40| 0.15000 92.25 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0047 808-75996 31.000 EACH| 12.79000 396.49| 8.00000 248.00| 8.00000 248.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 31.000 EACH| 30.08000 932.48| 30.00000 930.00| 29.00000 899.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,845.49 ROUTE : 465 CALL ORDER : 190 CONTRACT ID : R -25071-A COUNTIES : BOONE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-0999231 |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 370,794.07| $ 399,800.00| $ 404,062.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 370,794.07| $ 399,800.00| $ 404,062.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,845.49 ROUTE : 465 CALL ORDER : 190 CONTRACT ID : R -25071-A COUNTIES : BOONE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1609544 | |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06790 3.000 MOS | 2500.00000 7500.00| 1600.00000 4800.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 10474.00000 10474.00| 6700.00000 6700.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 33285.00000 33285.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01874 2.000 EACH| 26.25000 52.50| 140.00000 280.00| SHEET SIGN AND POST, REMOVE | | | 0005 202-02241 404.000 LFT | 6.30000 2545.20| 6.78000 2739.12| GUARDRAIL, REMOVE | | | 0006 202-60820 6510.000 SYS | 2.42000 15754.20| 2.43000 15819.30| SURFACE MILLING, ASPHALT | | | 0007 202-74050 1.000 EACH| 220.50000 220.50| 680.00000 680.00| SIGN, OVERHEAD, REMOVE | | | 0008 202-99398 1016.000 LFT | 23.16000 23530.56| 27.82000 28265.12| SLOTTED DRAIN, 12 IN., REMOVE | | | 0009 203-02070 632.000 CYS | 25.69000 16236.08| 20.00000 12640.00| BORROW | | | 0010 205-02224 1350.000 LFT | 1.70000 2295.00| 1.83000 2470.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 211-02060 2.000 CYS | 16.90000 33.80| 80.00000 160.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 401-05457 716.000 TON | 54.56000 39064.96| 63.28000 45308.48| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0013 401-05463 306.500 TON | 76.49000 23444.19| 63.28000 19395.32| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0014 401-05465 153.000 TON | 75.56000 11560.68| 99.44000 15214.32| QC/QA HMA SURFACE 12.5 mm, SHOULDER | | | 0015 406-05520 2.400 TON | 194.41000 466.58| 209.05000 501.72| ASPHALT FOR TACK COAT | | | 0016 601-01522 1.000 EACH| 1260.00000 1260.00| 1356.00000 1356.00| GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-04150 1332.000 LFT | 21.00000 27972.00| 22.60000 30103.20| GUARDRAIL, THRIE BEAM, 6 FT. 3 IN. | | | SPACING | | | 0018 601-04754 1.000 EACH| 35539.77000 35539.77| 36500.00000 36500.00| ENERGY ABSORBING TERMINAL , QUAD GUARD | | | (8 BAY SYSTEM) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,845.49 ROUTE : 465 CALL ORDER : 190 CONTRACT ID : R -25071-A COUNTIES : BOONE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1609544 | |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 621-01004 1.000 EACH| 682.50000 682.50| 735.00000 735.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 2550.000 SYS | 0.53000 1351.50| 0.57000 1453.50| MULCHED SEEDING, R | | | 0021 715-05052 69.000 LFT | 55.03000 3797.07| 18.40000 1269.60| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0022 715-05428 1201.000 LFT | 79.14000 95047.14| 56.06000 67328.06| PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0023 718-06528 3.000 EACH| 1111.89000 3335.67| 200.00000 600.00| OUTLET PROTECTOR, 1 | | | 0024 801-06203 250.000 LFT | 3.15000 787.50| 0.85000 212.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 250.000 LFT | 4.64000 1160.00| 1.15000 287.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 21.000 EACH| 75.60000 1587.60| 56.00000 1176.00| CONSTRUCTION SIGN, A | | | 0027 801-06710 60.000 DAY | 14.70000 882.00| 23.00000 1380.00| FLASHING ARROW SIGN | | | 0028 801-06775 LUMP| 13212.05000 13212.05| 22093.00000 22093.00| MAINTAINING TRAFFIC | | | 0029 802-76015 417.000 SFT | 19.95000 8319.15| 16.40000 6838.80| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0030 802-76035 18.000 SFT | 15.23000 274.14| 20.95000 377.10| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0031 803-02310 988.000 LBS | 1.05000 1037.40| 1.19000 1175.72| REINFORCING STEEL, SIGN FOUNDATION | | | 0032 803-06002 1.000 EACH| 1008.00000 1008.00| 3196.00000 3196.00| OVERHEAD PANEL SIGN, MODIFY , EXISTING | | | 0033 803-06031 6.800 CYS | 346.50000 2356.20| 409.00000 2781.20| SIGN FOUNDATIONS, CONCRETE | | | 0034 803-76140 1.000 EACH| 14490.00000 14490.00| 14075.00000 14075.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0035 803-91084 3.000 EACH| 441.00000 1323.00| 3196.00000 9588.00| OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0036 805-01842 2.000 EACH| 1029.00000 2058.00| 602.00000 1204.00| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,845.49 ROUTE : 465 CALL ORDER : 190 CONTRACT ID : R -25071-A COUNTIES : BOONE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1609544 | |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 805-01844 3300.000 LFT | 8.40000 27720.00| 9.41000 31053.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0038 805-02262 LUMP| 1848.00000 1848.00| 2663.00000 2663.00| FLASHER INSTALLATION | | | 0039 805-06792 10.000 EACH| 430.50000 4305.00| 438.00000 4380.00| TRAFFIC SIGNAL HEAD, 1 FACE, LED, 12 IN.| | | AMBER | | | 0040 805-78010 5.000 EACH| 798.00000 3990.00| 838.00000 4190.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0041 805-78445 3.000 EACH| 420.00000 1260.00| 397.00000 1191.00| SIGNAL SERVICE | | | 0042 805-78467 3300.000 LFT | 1.47000 4851.00| 1.42000 4686.00| SIGNAL CABLE, 3C 8GA. | | | 0043 805-78485 500.000 LFT | 1.05000 525.00| 0.93000 465.00| SIGNAL CABLE, 5C 14GA. | | | 0044 808-06713 2445.000 LFT | 0.27000 660.15| 0.11000 268.95| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06714 2445.000 LFT | 0.27000 660.15| 0.11000 268.95| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0046 808-75001 615.000 LFT | 0.37000 227.55| 0.17000 104.55| LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0047 808-75996 31.000 EACH| 17.35000 537.85| 10.00000 310.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 31.000 EACH| 36.75000 1139.25| 32.00000 992.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 440,382.89| $ 442,561.51| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 440,382.89| $ 442,561.51| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,545,121.69 ROUTE : 200S CALL ORDER : 200 CONTRACT ID : R -25080-A COUNTIES : TIPPECANOE LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 7679008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,430,052.61 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,625,050.37 113.6357% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,693,725.46 118.4379% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 15.000 MOS | 1850.00000 27750.00| 1195.78000 17936.70| 550.00000 8250.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 55000.00000 55000.00| 49900.00000 49900.00| 38000.00000 38000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 71373.00000 71373.00| 49111.29000 49111.29| 86000.00000 86000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28463.00000 28463.00| 96720.07000 96720.07| 53500.00000 53500.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 2500.00000 2500.00| 3962.84000 3962.84| 4000.00000 4000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 545.000 m2 | 7.60000 4142.00| 6.84000 3727.80| 6.60000 3597.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 6892.000 m3 | 14.95000 103035.40| 26.71000 184085.32| 12.40000 85460.80 EXCAVATION, COMMON | | | 0008 203-02070 5867.000 m3 | 9.15000 53683.05| 13.22000 77561.74| 12.00000 70404.00 BORROW | | | 0009 205-02224 2668.000 m | 5.15000 13740.20| 4.90000 13073.20| 5.50000 14674.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02231 111.000 m | 51.25000 5688.75| 62.97000 6989.67| 75.00000 8325.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02236 6.000 EACH| 52.50000 315.00| 50.00000 300.00| 85.00000 510.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-02237 3.000 EACH| 52.50000 157.50| 50.00000 150.00| 85.00000 255.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,545,121.69 ROUTE : 200S CALL ORDER : 200 CONTRACT ID : R -25080-A COUNTIES : TIPPECANOE LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 375.000 m3 | 30.00000 11250.00| 29.22000 10957.50| 26.00000 9750.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04075 69.000 Mg | 29.95000 2066.55| 43.42000 2995.98| 20.00000 1380.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0016 303-52308 3000.000 Mg | 13.65000 40950.00| 17.11000 51330.00| 16.50000 49500.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 401-05437 9430.000 Mg | 31.50000 297045.00| 36.58000 344949.40| 34.00000 320620.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-06264 LUMP| 3500.00000 3500.00| 1571.85000 1571.85| 3700.00000 3700.00 PROFILOGRAPH, HMA | | | 0019 402-05473 3632.000 Mg | 34.75000 126212.00| 34.90000 126756.80| 36.00000 130752.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0020 402-05477 1639.000 Mg | 40.60000 66543.40| 38.25000 62691.75| 41.50000 68018.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05483 371.000 Mg | 36.65000 13597.15| 54.50000 20219.50| 38.00000 14098.00 HMA BASE C25.0 mm, SHOULDER | | | 0022 402-05486 1052.000 Mg | 37.75000 39713.00| 34.90000 36714.80| 39.00000 41028.00 HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0023 402-05490 478.000 Mg | 48.95000 23398.10| 38.25000 18283.50| 50.00000 23900.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0024 402-05495 3450.000 Mg | 31.50000 108675.00| 37.05000 127822.50| 37.00000 127650.00 HMA WEDGE AND LEVEL | | | 0025 406-05520 11.870 Mg | 305.00000 3620.35| 228.87000 2716.69| 320.00000 3798.40 ASPHALT FOR TACK COAT | | | 0026 601-01846 4.000 EACH| 1669.50000 6678.00| 1590.00000 6360.00| 1750.00000 7000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-06037 6.000 EACH| 1070.00000 6420.00| 565.00000 3390.00| 630.00000 3780.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 545.000 m | 32.55000 17739.75| 31.00000 16895.00| 36.50000 19892.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-06040 1625.000 m | 14.20000 23075.00| 13.50000 21937.50| 14.50000 23562.50 FENCE, FARM FIELD, 1190 mm | | | 0030 603-06045 102.000 m | 32.55000 3320.10| 31.00000 3162.00| 33.00000 3366.00 FENCE, CHAIN LINK, 1220 mm | | | 0031 604-91531 11.500 m2 | 79.70000 916.55| 48.06000 552.69| 52.00000 598.00 SIDEWALK, CONCRETE, 100 mm | | | 0032 605-06145 332.000 m | 49.85000 16550.20| 42.41000 14080.12| 32.00000 10624.00 CURB AND GUTTER, B, CONCRETE | | | 0033 607-90826 3.000 EACH| 1795.00000 5385.00| 1879.23000 5637.69| 725.00000 2175.00 GUTTER TURNOUT, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,545,121.69 ROUTE : 200S CALL ORDER : 200 CONTRACT ID : R -25080-A COUNTIES : TIPPECANOE LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 608-04396 6.000 EACH| 435.00000 2610.00| 296.92000 1781.52| 90.00000 540.00 SHOULDER DRAIN | | | 0035 610-05527 640.000 Mg | 66.50000 42560.00| 60.15000 38496.00| 71.00000 45440.00 HMA FOR APPROACHES | | | 0036 611-05330 134.400 m2 | 43.45000 5839.68| 49.02000 6588.29| 48.00000 6451.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 611-06497 9.000 EACH| 110.25000 992.25| 105.00000 945.00| 180.00000 1620.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 611-06498 2.000 EACH| 147.00000 294.00| 140.00000 280.00| 200.00000 400.00 MAILBOX ASSEMBLY, DOUBLE | | | 0039 615-06505 3.000 EACH| 385.00000 1155.00| 371.36000 1114.08| 440.00000 1320.00 MONUMENT, B | | | 0040 615-06527 7.000 EACH| 555.00000 3885.00| 194.94000 1364.58| 375.00000 2625.00 MONUMENT, SECTION CORNER | | | 0041 616-02320 940.000 m2 | 1.95000 1833.00| 1.14000 1071.60| 4.50000 4230.00 GEOTEXTILES | | | 0042 616-06405 446.000 Mg | 24.95000 11127.70| 18.47000 8237.62| 19.50000 8697.00 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 450.00000 900.00| 425.00000 850.00| 460.00000 920.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 2.530 Mg | 820.00000 2074.60| 780.00000 1973.40| 810.00000 2049.30 FERTILIZER | | | 0045 621-06553 540.000 kg | 7.70000 4158.00| 7.30000 3942.00| 7.90000 4266.00 SEED MIXTURE, R | | | 0046 621-06565 12.600 Mg | 495.00000 6237.00| 470.00000 5922.00| 510.00000 6426.00 MULCHING MATERIAL | | | 0047 621-06567 117.000 kL | 1.05000 122.85| 1.00000 117.00| 1.20000 140.40 WATER | | | 0048 621-06574 6485.000 m2 | 3.30000 21400.50| 3.10000 20103.50| 3.40000 22049.00 SODDING | | | 0049 702-90915 1.500 m3 | 785.00000 1177.50| 488.79000 733.19| 685.00000 1027.50 CONCRETE, A | | | 0050 715-05053 75.100 m | 33.60000 2523.36| 32.00000 2403.20| 70.00000 5257.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0051 715-05118 32.000 m | 125.00000 4000.00| 92.07000 2946.24| 200.00000 6400.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0052 715-05121 14.500 m | 99.65000 1444.93| 179.95000 2609.28| 120.00000 1740.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0053 715-05133 4.000 m | 470.00000 1880.00| 372.07000 1488.28| 430.00000 1720.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,545,121.69 ROUTE : 200S CALL ORDER : 200 CONTRACT ID : R -25080-A COUNTIES : TIPPECANOE LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05149 37.000 m | 116.65000 4316.05| 139.65000 5167.05| 120.00000 4440.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05151 194.000 m | 83.15000 16131.10| 95.18000 18464.92| 130.00000 25220.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05169 60.000 m | 92.00000 5520.00| 121.61000 7296.60| 130.00000 7800.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05171 14.000 m | 98.95000 1385.30| 136.14000 1905.96| 130.00000 1820.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0058 715-05661 50.000 m | 34.15000 1707.50| 31.19000 1559.50| 16.00000 800.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 100 mm | | | 0059 715-06054 50.000 m | 57.15000 2857.50| 44.92000 2246.00| 17.00000 850.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 300 mm | | | 0060 715-35000 50.000 m | 36.80000 1840.00| 33.48000 1674.00| 16.00000 800.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0061 715-35005 50.000 m | 42.25000 2112.50| 33.48000 1674.00| 17.00000 850.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0062 715-35010 50.000 m | 51.85000 2592.50| 39.20000 1960.00| 18.00000 900.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0063 715-44255 1956.000 m | 7.30000 14278.80| 6.95000 13594.20| 5.10000 9975.60 PIPE, GROUP K, 150 mm | | | 0064 715-46005 9.000 EACH| 305.00000 2745.00| 118.30000 1064.70| 185.00000 1665.00 PIPE END SECTION, 375 mm | | | 0065 715-46010 4.000 EACH| 375.00000 1500.00| 156.88000 627.52| 200.00000 800.00 PIPE END SECTION, 450 mm | | | 0066 718-06531 14.000 EACH| 455.00000 6370.00| 300.00000 4200.00| 240.00000 3360.00 OUTLET PROTECTOR, 3 | | | 0067 718-52610 366.000 m3 | 33.60000 12297.60| 32.00000 11712.00| 50.00000 18300.00 AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 4068.000 m2 | 1.65000 6712.20| 1.55000 6305.40| 1.80000 7322.40 GEOTEXTILES FOR UNDERDRAIN | | | 0070 720-45030 1.000 EACH| 1215.00000 1215.00| 938.78000 938.78| 900.00000 900.00 INLET, E7 | | | 0071 720-45035 1.000 EACH| 1215.00000 1215.00| 938.78000 938.78| 900.00000 900.00 INLET, F7 | | | 0072 720-45270 3.000 EACH| 880.00000 2640.00| 789.74000 2369.22| 850.00000 2550.00 PIPE CATCH BASIN, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,545,121.69 ROUTE : 200S CALL ORDER : 200 CONTRACT ID : R -25080-A COUNTIES : TIPPECANOE LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-04308 18.000 EACH| 365.40000 6577.20| 348.00000 6264.00| 380.00000 6840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06606 32.000 EACH| 150.15000 4804.80| 143.00000 4576.00| 155.00000 4960.00 BARRICADE, IIIB | | | 0075 801-06625 6.000 EACH| 83.00000 498.00| 79.00000 474.00| 95.00000 570.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 18.000 EACH| 99.75000 1795.50| 95.00000 1710.00| 125.00000 2250.00 CONSTRUCTION SIGN, A | | | 0077 801-06775 LUMP| 12000.00000 12000.00| 25425.17000 25425.17| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0078 802-76020 1.840 m2 | 103.55000 190.53| 98.60000 181.42| 110.00000 202.40 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0079 802-76025 0.960 m2 | 173.00000 166.08| 164.75000 158.16| 180.00000 172.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0080 802-76035 8.260 m2 | 208.30000 1720.56| 198.40000 1638.78| 215.00000 1775.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0081 802-76055 178.600 m | 8.65000 1544.89| 8.25000 1473.45| 9.10000 1625.26 SIGN POST, A | | | 0082 804-06770 14.000 EACH| 17.50000 245.00| 16.65000 233.10| 19.90000 278.60 DELINEATOR POST | | | 0083 808-06713 6443.000 m | 0.17000 1095.31| 0.16000 1030.88| 0.20000 1288.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-06714 112.000 m | 0.17000 19.04| 0.16000 17.92| 0.20000 22.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0085 808-75240 645.000 m | 0.77000 496.65| 0.73000 470.85| 0.80000 516.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0086 808-75245 2834.000 m | 0.77000 2182.18| 0.73000 2068.82| 0.80000 2267.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0087 808-75297 18.000 m | 10.00000 180.00| 9.50000 171.00| 10.30000 185.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0088 205-02227 548.000 m | 3.70000 2027.60| 2.44000 1337.12| 3.10000 1698.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0089 205-02228 53.000 m | 48.95000 2594.35| 38.79000 2055.87| 190.00000 10070.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,545,121.69 ROUTE : 200S CALL ORDER : 200 CONTRACT ID : R -25080-A COUNTIES : TIPPECANOE LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 205-02232 459.000 m3 | 12.55000 5760.45| 14.28000 6554.52| 18.00000 8262.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | SECTION TOTALS | $ 1,430,052.61| $ 1,625,050.37| $ 1,693,725.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,430,052.61| $ 1,625,050.37| $ 1,693,725.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 91,135.78 ROUTE : 40 CALL ORDER : 210 CONTRACT ID : R -25131-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 01/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B17600X SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 45,896.56 100.0000% 2 35-1924539 LANGENFELD WRECKING $ 55,864.72 121.7187% 3 35-1127746 S & G EXCAVATING INC $ 65,705.34 143.1596% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 96,171.50 209.5396% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 110,711.02 241.2185% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1924539 |(3) 35-1127746 |YARDBERRY LANDSCAPE |LANGENFELD WRECKING |S & G EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION- REMOVE BUILDINGS, FOUNDATIONS | | | 0001 110-01001 LUMP| 1500.00000 1500.00| 800.00000 800.00| 3200.00000 3200.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 14500.00000 14500.00| 20600.00000 20600.00| 29844.00000 29844.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0003 202-03000 LUMP| 5000.00000 5000.00| 5800.00000 5800.00| 6600.00000 6600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0004 202-03000 LUMP| 13000.00000 13000.00| 16000.00000 16000.00| 14200.00000 14200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0005 202-03000 LUMP| 8000.00000 8000.00| 8400.00000 8400.00| 5700.00000 5700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0007 621-01004 1.000 EACH| 750.00000 750.00| 500.00000 500.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0008 621-06545 1.810 Mg | 500.00000 905.00| 500.00000 905.00| 600.00000 1086.00 FERTILIZER | | | 0009 621-06554 136.080 kg | 7.00000 952.56| 9.00000 1224.72| 10.50000 1428.84 SEED MIXTURE, U | | | 0010 621-06565 1.810 Mg | 450.00000 814.50| 500.00000 905.00| 1250.00000 2262.50 MULCHING MATERIAL | | | 0011 202-03729 7.300 m | 65.00000 474.50| 100.00000 730.00| 80.00000 584.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 91,135.78 ROUTE : 40 CALL ORDER : 210 CONTRACT ID : R -25131-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1924539 |(3) 35-1127746 |YARDBERRY LANDSCAPE |LANGENFELD WRECKING |S & G EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 45,896.56| $ 55,864.72| $ 65,705.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,896.56| $ 55,864.72| $ 65,705.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 91,135.78 ROUTE : 40 CALL ORDER : 210 CONTRACT ID : R -25131-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION- REMOVE BUILDINGS, FOUNDATIONS | | | 0001 110-01001 LUMP| 4800.00000 4800.00| 5100.00000 5100.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 38000.00000 38000.00| 32239.35000 32239.35| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0003 202-03000 LUMP| 12183.43000 12183.43| 6392.63000 6392.63| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0004 202-03000 LUMP| 20500.00000 20500.00| 52060.44000 52060.44| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0005 202-03000 LUMP| 16000.00000 16000.00| 10398.61000 10398.61| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0007 621-01004 1.000 EACH| 700.00000 700.00| 360.82000 360.82| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0008 621-06545 1.810 Mg | 575.00000 1040.75| 330.92000 598.97| FERTILIZER | | | 0009 621-06554 136.080 kg | 9.00000 1224.72| 8.81000 1198.86| SEED MIXTURE, U | | | 0010 621-06565 1.810 Mg | 500.00000 905.00| 992.76000 1796.90| MULCHING MATERIAL | | | 0011 202-03729 7.300 m | 112.00000 817.60| 77.32000 564.44| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 96,171.50| $ 110,711.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 96,171.50| $ 110,711.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 47,742.11 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -25151-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 01/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 006500N SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1763075 NAAS BROTHERS TRUCKING $ 20,880.00 100.0000% 2 35-1438628 STRADTNER, RAY EXCAVATING $ 21,109.20 101.0977% 3 35-1817574 YARDBERRY LANDSCAPE $ 25,935.00 124.2097% 4 35-1115135 PARKER, D.K. COMPANY, INC. $ 29,774.20 142.5967% ==================================================================================================================================== |(1) 35-1763075 |(2) 35-1438628 |(3) 35-1817574 |NAAS BROTHERS TRUCKING |STRADTNER, RAY EXCAVATING |YARDBERRY LANDSCAPE 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| 7800.00000 7800.00| 5325.00000 5325.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0002 202-03000 LUMP| 6020.00000 6020.00| 4995.00000 4995.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 68 | | | 0003 202-03000 LUMP| 5000.00000 5000.00| 6800.00000 6800.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 89 | | | 0005 621-01004 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 1.200 Mg | 300.00000 360.00| 200.00000 240.00| 500.00000 600.00 FERTILIZER | | | 0007 621-06553 280.000 kg | 2.50000 700.00| 0.89000 249.20| 7.00000 1960.00 SEED MIXTURE, R | | | 0008 621-06565 5.000 Mg | 100.00000 500.00| 400.00000 2000.00| 425.00000 2125.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 20,880.00| $ 21,109.20| $ 25,935.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,880.00| $ 21,109.20| $ 25,935.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 47,742.11 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -25151-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1115135 | | |PARKER, D.K. COMPANY, INC. | | 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| 8700.00000 8700.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0002 202-03000 LUMP| 5910.00000 5910.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 68 | | | 0003 202-03000 LUMP| 7600.00000 7600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 89 | | | 0005 621-01004 1.000 EACH| 1000.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 1.200 Mg | 671.00000 805.20| | FERTILIZER | | | 0007 621-06553 280.000 kg | 10.30000 2884.00| | SEED MIXTURE, R | | | 0008 621-06565 5.000 Mg | 575.00000 2875.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 29,774.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,774.20| | ====================================================================================================================================