INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0686002 0686002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 933,711.65 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 937,175.31 100.3709% 3 35-1385672 FORCE CONSTRUCTION $ 959,950.31 102.8101% 4 35-1609544 SCHUTT-LOOKABILL CO $ 966,612.25 103.5236% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 967,357.63 103.6034% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,141,770.15 122.2829% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1385672 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 750.00000 7500.00| 1800.00000 18000.00| 1415.89000 14158.90 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 17250.00000 17250.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47000.00000 47000.00| 46000.00000 46000.00| 61295.39000 61295.39 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 20000.00000 20000.00| 24687.66000 24687.66 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 28000.00000 28000.00| 21000.00000 21000.00| 38730.01000 38730.01 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0006 202-51330 LUMP| 35000.00000 35000.00| 25000.00000 25000.00| 29009.59000 29009.59 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0007 202-60820 323.000 SYS | 6.80000 2196.40| 9.00000 2907.00| 8.67000 2800.41 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1603.000 CYS | 13.50000 21640.50| 17.10000 27411.30| 14.03000 22490.09 EXCAVATION, COMMON | | | 0009 203-02045 130.000 CYS | 6.50000 845.00| 26.00000 3380.00| 12.92000 1679.60 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 2018.000 CYS | 12.00000 24216.00| 14.00000 28252.00| 14.45000 29160.10 BORROW | | | 0011 203-51223 876.000 CYS | 9.50000 8322.00| 9.90000 8672.40| 9.89000 8663.64 EXCAVATION, WATERWAY | | | 0012 205-02224 2610.000 LFT | 1.80000 4698.00| 1.65000 4306.50| 1.84000 4802.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1385672 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02231 588.000 LFT | 19.00000 11172.00| 8.50000 4998.00| 11.50000 6762.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-02234 1.000 EACH| 95.00000 95.00| 61.00000 61.00| 69.00000 69.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-03371 2.000 CYS | 150.00000 300.00| 245.00000 490.00| 84.35000 168.70 SEDIMENT REMOVE | | | 0016 205-04931 1.000 EACH| 1500.00000 1500.00| 275.00000 275.00| 164.89000 164.89 SEDIMENT TRAP | | | 0017 206-51220 180.000 CYS | 55.00000 9900.00| 15.00000 2700.00| 18.97000 3414.60 EXCAVATION, WET | | | 0018 206-51225 535.000 CYS | 40.00000 21400.00| 10.00000 5350.00| 14.10000 7543.50 EXCAVATION, DRY | | | 0019 206-51230 64.000 CYS | 40.00000 2560.00| 15.00000 960.00| 28.65000 1833.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-02060 775.000 CYS | 23.00000 17825.00| 20.00000 15500.00| 23.48000 18197.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 213-52830 15.000 CYS | 125.00000 1875.00| 110.00000 1650.00| 92.83000 1392.45 FLOWABLE MORTAR | | | 0022 303-52308 4118.000 TON | 13.50000 55593.00| 13.60000 56004.80| 13.57000 55881.26 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 402-05468 1104.000 TON | 44.50000 49128.00| 38.25000 42228.00| 32.20000 35548.80 HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 827.000 TON | 41.50000 34320.50| 38.00000 31426.00| 35.94000 29722.38 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 696.000 TON | 44.00000 30624.00| 42.00000 29232.00| 43.70000 30415.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05481 509.000 TON | 46.00000 23414.00| 41.00000 20869.00| 46.00000 23414.00 HMA BASE 25.0 mm, SHOULDER | | | 0027 404-05511 1444.000 SYS | 2.65000 3826.60| 2.30000 3321.20| 2.88000 4158.72 SEAL COAT, 2 | | | 0028 404-05514 79.000 SYS | 14.50000 1145.50| 11.25000 888.75| 9.20000 726.80 SEAL COAT, 5 | | | 0029 405-05518 4852.000 SYS | 0.35000 1698.20| 0.43000 2086.36| 0.58000 2814.16 ASPHALT FOR PRIME COAT | | | 0030 406-05520 6.600 TON | 570.00000 3762.00| 195.00000 1287.00| 230.00000 1518.00 ASPHALT FOR TACK COAT | | | 0031 601-01522 4.000 EACH| 1350.00000 5400.00| 1115.00000 4460.00| 1426.00000 5704.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01700 2.000 EACH| 1880.00000 3760.00| 1620.00000 3240.00| 1955.00000 3910.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1385672 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-06037 3.000 EACH| 615.00000 1845.00| 615.00000 1845.00| 667.00000 2001.00 GUARDRAIL END TREATMENT, I | | | 0034 601-94689 3.000 EACH| 3550.00000 10650.00| 3195.00000 9585.00| 3910.00000 11730.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 1100.000 LFT | 11.00000 12100.00| 9.50000 10450.00| 11.96000 13156.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 601-99123 2.000 EACH| 2250.00000 4500.00| 2115.00000 4230.00| 2466.75000 4933.50 GUARDRAIL TRANSITION, GP | | | 0037 602-06729 6.000 EACH| 6.20000 37.20| 7.25000 43.50| 28.75000 172.50 BARRIER DELINEATOR | | | 0038 610-05527 497.000 TON | 52.00000 25844.00| 72.00000 35784.00| 56.58000 28120.26 HMA FOR APPROACHES | | | 0039 610-06259 217.000 SYS | 42.00000 9114.00| 60.00000 13020.00| 65.65000 14246.05 REINFORCED CONCRETE BRIDGE APROACH, 12 | | | IN. | | | 0040 615-06490 22.000 EACH| 115.00000 2530.00| 100.00000 2200.00| 125.35000 2757.70 RIGHT OF WAY MARKER | | | 0041 615-06505 4.000 EACH| 445.00000 1780.00| 515.00000 2060.00| 488.75000 1955.00 MONUMENT, B | | | 0042 616-02320 1830.000 SYS | 3.10000 5673.00| 2.00000 3660.00| 2.38000 4355.40 GEOTEXTILES | | | 0043 616-05688 47.000 TON | 18.00000 846.00| 42.00000 1974.00| 25.79000 1212.13 RIPRAP, CLASS 1 | | | 0044 616-06405 1239.000 TON | 14.00000 17346.00| 20.00000 24780.00| 15.55000 19266.45 RIPRAP, REVETMENT | | | 0045 621-01004 4.000 EACH| 775.00000 3100.00| 775.00000 3100.00| 862.50000 3450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-01956 313.000 LBS | 3.60000 1126.80| 3.50000 1095.50| 4.00000 1252.00 SEED MIXTURE, LEGUME, 1 | | | 0047 621-06545 1.400 TON | 540.00000 756.00| 540.00000 756.00| 596.85000 835.59 FERTILIZER | | | 0048 621-06548 24.000 LBS | 26.00000 624.00| 26.00000 624.00| 28.75000 690.00 SEED MIXTURE, CV | | | 0049 621-06553 702.000 LBS | 3.60000 2527.20| 3.50000 2457.00| 4.00000 2808.00 SEED MIXTURE, R | | | 0050 621-06565 8.000 TON | 420.00000 3360.00| 415.00000 3320.00| 458.85000 3670.80 MULCHING MATERIAL | | | 0051 621-06567 7.000 MG | 2.00000 14.00| 2.05000 14.35| 2.30000 16.10 WATER | | | 0052 621-06574 37.000 SYS | 3.75000 138.75| 3.60000 133.20| 4.05000 149.85 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1385672 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-06575 1644.000 SYS | 3.75000 6165.00| 3.60000 5918.40| 4.05000 6658.20 SODDING, NURSERY | | | 0054 622-52436 6.000 EACH| 26.00000 156.00| 26.00000 156.00| 28.75000 172.50 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 120.000 EACH| 8.50000 1020.00| 8.30000 996.00| 9.20000 1104.00 SEEDLING | | | 0056 701-51190 662.000 LFT | 39.00000 25818.00| 32.00000 21184.00| 30.14000 19952.68 PILE, STEEL H, HP 10 X 42 | | | 0057 701-91792 28.000 EACH| 115.00000 3220.00| 100.00000 2800.00| 72.62000 2033.36 PILE TIP, STEEL H | | | 0058 701-97805 450.000 LFT | 91.00000 40950.00| 150.00000 67500.00| 49.11000 22099.50 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 10 X 42 | | | 0059 702-51015 40.000 CYS | 225.00000 9000.00| 350.00000 14000.00| 705.34000 28213.60 CONCRETE, B, FOOTINGS | | | 0060 702-90915 40.800 CYS | 400.00000 16320.00| 450.00000 18360.00| 460.22000 18776.98 CONCRETE, A | | | 0061 703-51030 26822.000 LBS | 0.60000 16093.20| 0.55000 14752.10| 0.56000 15020.32 REINFORCING STEEL | | | 0062 703-51032 41580.000 LBS | 0.65000 27027.00| 0.65000 27027.00| 0.66000 27442.80 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 207.900 CYS | 380.00000 79002.00| 375.00000 77962.50| 511.26000 106290.95 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 4.000 EACH| 900.00000 3600.00| 1300.00000 5200.00| 1592.25000 6369.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51020 23.400 CYS | 425.00000 9945.00| 340.00000 7956.00| 462.31000 10818.05 CONCRETE, C, RAILING | | | 0066 709-51821 LUMP| 3000.00000 3000.00| 2900.00000 2900.00| 2898.00000 2898.00 SURFACE SEAL | | | 0067 715-05119 60.000 LFT | 40.00000 2400.00| 43.00000 2580.00| 32.28000 1936.80 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0068 715-05169 116.000 LFT | 31.00000 3596.00| 39.00000 4524.00| 24.24000 2811.84 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0069 715-05177 24.000 LFT | 62.00000 1488.00| 90.00000 2160.00| 59.54000 1428.96 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0070 715-46005 6.000 EACH| 180.00000 1080.00| 225.00000 1350.00| 242.49000 1454.94 PIPE END SECTION, 15 IN. | | | 0071 715-46040 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| 671.98000 1343.96 PIPE END SECTION, 36 IN. | | | 0072 717-06708 156.000 LFT | 450.00000 70200.00| 470.00000 73320.00| 276.25000 43095.00 STRUCTURAL PLATE PIPE ARCH, 12 FT.-6 IN.| | | X 7 FT.-11 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1385672 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06606 4.000 EACH| 110.00000 440.00| 92.00000 368.00| 112.70000 450.80 BARRICADE, IIIB | | | 0074 801-06625 16.000 EACH| 110.00000 1760.00| 92.00000 1472.00| 79.35000 1269.60 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 24.000 EACH| 110.00000 2640.00| 82.00000 1968.00| 79.35000 1904.40 CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP| 15000.00000 15000.00| 1850.00000 1850.00| 22648.43000 22648.43 MAINTAINING TRAFFIC | | | 0077 802-05701 26.000 LFT | 10.00000 260.00| 20.00000 520.00| 10.93000 284.18 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0078 802-76035 18.000 SFT | 18.00000 324.00| 1.55000 27.90| 19.78000 356.04 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0079 808-06703 2230.000 LFT | 0.35000 780.50| 0.31000 691.30| 0.41000 914.30 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0080 808-06712 389.000 LFT | 0.15000 58.35| 0.12000 46.68| 0.10000 38.90 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0081 808-06713 5606.000 LFT | 0.10000 560.60| 0.08000 448.48| 0.10000 560.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0082 808-06714 2850.000 LFT | 0.10000 285.00| 0.08000 228.00| 0.10000 285.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0083 808-75240 279.000 LFT | 0.40000 111.60| 0.36000 100.44| 0.41000 114.39 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0084 808-75245 1115.000 LFT | 0.35000 390.25| 0.31000 345.65| 0.41000 457.15 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0085 808-75996 105.000 EACH| 11.00000 1155.00| 5.50000 577.50| 5.18000 543.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0086 808-75998 105.000 EACH| 27.50000 2887.50| 42.00000 4410.00| 32.20000 3381.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0087 808-99077 50.000 LFT | 7.00000 350.00| 6.75000 337.50| 13.80000 690.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | 0088 715-06806 2.000 EACH| 2500.00000 5000.00| 2000.00000 4000.00| 632.50000 1265.00 CONCRETE ANCHOR, MIN. AREA 78 SQ. FT. | | | SECTION TOTALS | $ 933,711.65| $ 937,175.31| $ 959,950.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 933,711.65| $ 937,175.31| $ 959,950.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1128289 |(6) 35-2040801 |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 1250.00000 12500.00| 1500.00000 15000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 15250.00000 15250.00| 15000.00000 15000.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 48300.00000 48300.00| 49255.45000 49255.45| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| 9851.09000 9851.09| 11500.00000 11500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 13357.00000 13357.00| 43141.00000 43141.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0006 202-51330 LUMP| 62075.88000 62075.88| 43141.00000 43141.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0007 202-60820 323.000 SYS | 7.21000 2328.83| 10.00000 3230.00| 7.00000 2261.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1603.000 CYS | 19.21000 30793.63| 11.00000 17633.00| 15.00000 24045.00 EXCAVATION, COMMON | | | 0009 203-02045 130.000 CYS | 27.12000 3525.60| 9.00000 1170.00| 15.00000 1950.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 2018.000 CYS | 15.82000 31924.76| 11.00000 22198.00| 25.00000 50450.00 BORROW | | | 0011 203-51223 876.000 CYS | 11.02000 9653.52| 6.00000 5256.00| 18.00000 15768.00 EXCAVATION, WATERWAY | | | 0012 205-02224 2610.000 LFT | 1.81000 4724.10| 1.60000 4176.00| 2.00000 5220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02231 588.000 LFT | 10.00000 5880.00| 18.00000 10584.00| 22.00000 12936.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-02234 1.000 EACH| 68.00000 68.00| 60.00000 60.00| 65.00000 65.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-03371 2.000 CYS | 277.00000 554.00| 35.00000 70.00| 35.00000 70.00 SEDIMENT REMOVE | | | 0016 205-04931 1.000 EACH| 311.00000 311.00| 1500.00000 1500.00| 4000.00000 4000.00 SEDIMENT TRAP | | | 0017 206-51220 180.000 CYS | 198.98000 35816.40| 225.00000 40500.00| 45.00000 8100.00 EXCAVATION, WET | | | 0018 206-51225 535.000 CYS | 17.42000 9319.70| 10.00000 5350.00| 25.00000 13375.00 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1128289 |(6) 35-2040801 |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 206-51230 64.000 CYS | 20.00000 1280.00| 15.00000 960.00| 25.00000 1600.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-02060 775.000 CYS | 23.66000 18336.50| 24.00000 18600.00| 35.00000 27125.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 213-52830 15.000 CYS | 125.00000 1875.00| 75.00000 1125.00| 250.00000 3750.00 FLOWABLE MORTAR | | | 0022 303-52308 4118.000 TON | 14.69000 60493.42| 13.75000 56622.50| 15.00000 61770.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 402-05468 1104.000 TON | 43.22000 47714.88| 42.90000 47361.60| 46.00000 50784.00 HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 827.000 TON | 42.94000 35511.38| 39.80000 32914.60| 46.00000 38042.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 696.000 TON | 47.46000 33032.16| 42.70000 29719.20| 52.00000 36192.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05481 509.000 TON | 46.33000 23581.97| 44.50000 22650.50| 50.00000 25450.00 HMA BASE 25.0 mm, SHOULDER | | | 0027 404-05511 1444.000 SYS | 2.60000 3754.40| 2.50000 3610.00| 3.00000 4332.00 SEAL COAT, 2 | | | 0028 404-05514 79.000 SYS | 12.71000 1004.09| 14.00000 1106.00| 14.00000 1106.00 SEAL COAT, 5 | | | 0029 405-05518 4852.000 SYS | 0.48000 2328.96| 0.30000 1455.60| 0.50000 2426.00 ASPHALT FOR PRIME COAT | | | 0030 406-05520 6.600 TON | 220.00000 1452.00| 540.00000 3564.00| 230.00000 1518.00 ASPHALT FOR TACK COAT | | | 0031 601-01522 4.000 EACH| 1215.00000 4860.00| 1240.00000 4960.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01700 2.000 EACH| 1760.00000 3520.00| 1700.00000 3400.00| 2000.00000 4000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06037 3.000 EACH| 672.00000 2016.00| 580.00000 1740.00| 670.00000 2010.00 GUARDRAIL END TREATMENT, I | | | 0034 601-94689 3.000 EACH| 3447.00000 10341.00| 3400.00000 10200.00| 3600.00000 10800.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 1100.000 LFT | 10.40000 11440.00| 10.40000 11440.00| 11.00000 12100.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 601-99123 2.000 EACH| 2288.00000 4576.00| 2145.00000 4290.00| 2000.00000 4000.00 GUARDRAIL TRANSITION, GP | | | 0037 602-06729 6.000 EACH| 8.00000 48.00| 8.00000 48.00| 9.00000 54.00 BARRIER DELINEATOR | | | 0038 610-05527 497.000 TON | 79.10000 39312.70| 49.20000 24452.40| 85.00000 42245.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1128289 |(6) 35-2040801 |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 610-06259 217.000 SYS | 49.22000 10680.74| 50.00000 10850.00| 70.00000 15190.00 REINFORCED CONCRETE BRIDGE APROACH, 12 | | | IN. | | | 0040 615-06490 22.000 EACH| 112.00000 2464.00| 109.00000 2398.00| 160.00000 3520.00 RIGHT OF WAY MARKER | | | 0041 615-06505 4.000 EACH| 617.61000 2470.44| 425.00000 1700.00| 550.00000 2200.00 MONUMENT, B | | | 0042 616-02320 1830.000 SYS | 2.58000 4721.40| 2.25000 4117.50| 3.50000 6405.00 GEOTEXTILES | | | 0043 616-05688 47.000 TON | 47.46000 2230.62| 19.00000 893.00| 31.00000 1457.00 RIPRAP, CLASS 1 | | | 0044 616-06405 1239.000 TON | 21.81000 27022.59| 18.00000 22302.00| 25.00000 30975.00 RIPRAP, REVETMENT | | | 0045 621-01004 4.000 EACH| 847.00000 3388.00| 750.00000 3000.00| 825.00000 3300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-01956 313.000 LBS | 3.93000 1230.09| 3.48000 1089.24| 4.00000 1252.00 SEED MIXTURE, LEGUME, 1 | | | 0047 621-06545 1.400 TON | 586.50000 821.10| 519.00000 726.60| 580.00000 812.00 FERTILIZER | | | 0048 621-06548 24.000 LBS | 28.25000 678.00| 25.00000 600.00| 28.00000 672.00 SEED MIXTURE, CV | | | 0049 621-06553 702.000 LBS | 3.93000 2758.86| 3.48000 2442.96| 4.00000 2808.00 SEED MIXTURE, R | | | 0050 621-06565 8.000 TON | 450.00000 3600.00| 399.00000 3192.00| 400.00000 3200.00 MULCHING MATERIAL | | | 0051 621-06567 7.000 MG | 2.26000 15.82| 2.00000 14.00| 2.00000 14.00 WATER | | | 0052 621-06574 37.000 SYS | 3.98000 147.26| 5.00000 185.00| 3.60000 133.20 SODDING | | | 0053 621-06575 1644.000 SYS | 3.98000 6543.12| 5.00000 8220.00| 3.60000 5918.40 SODDING, NURSERY | | | 0054 622-52436 6.000 EACH| 23.00000 138.00| 25.00000 150.00| 26.00000 156.00 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 120.000 EACH| 9.00000 1080.00| 8.00000 960.00| 8.50000 1020.00 SEEDLING | | | 0056 701-51190 662.000 LFT | 31.55000 20886.10| 40.00000 26480.00| 40.00000 26480.00 PILE, STEEL H, HP 10 X 42 | | | 0057 701-91792 28.000 EACH| 86.00000 2408.00| 120.00000 3360.00| 160.00000 4480.00 PILE TIP, STEEL H | | | 0058 701-97805 450.000 LFT | 51.49000 23170.50| 50.00000 22500.00| 125.00000 56250.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 10 X 42 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1128289 |(6) 35-2040801 |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 702-51015 40.000 CYS | 202.00000 8080.00| 300.00000 12000.00| 550.00000 22000.00 CONCRETE, B, FOOTINGS | | | 0060 702-90915 40.800 CYS | 337.20000 13757.76| 775.00000 31620.00| 550.00000 22440.00 CONCRETE, A | | | 0061 703-51030 26822.000 LBS | 0.51000 13679.22| 0.55000 14752.10| 0.70000 18775.40 REINFORCING STEEL | | | 0062 703-51032 41580.000 LBS | 0.60000 24948.00| 0.65000 27027.00| 0.80000 33264.00 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 207.900 CYS | 402.00000 83575.80| 440.00000 91476.00| 650.00000 135135.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 4.000 EACH| 1400.00000 5600.00| 1350.00000 5400.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51020 23.400 CYS | 375.00000 8775.00| 420.00000 9828.00| 550.00000 12870.00 CONCRETE, C, RAILING | | | 0066 709-51821 LUMP| 2250.00000 2250.00| 2800.00000 2800.00| 2900.00000 2900.00 SURFACE SEAL | | | 0067 715-05119 60.000 LFT | 39.55000 2373.00| 42.50000 2550.00| 60.00000 3600.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0068 715-05169 116.000 LFT | 37.29000 4325.64| 31.50000 3654.00| 60.00000 6960.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0069 715-05177 24.000 LFT | 101.70000 2440.80| 60.00000 1440.00| 75.00000 1800.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0070 715-46005 6.000 EACH| 243.00000 1458.00| 265.00000 1590.00| 400.00000 2400.00 PIPE END SECTION, 15 IN. | | | 0071 715-46040 2.000 EACH| 593.00000 1186.00| 600.00000 1200.00| 750.00000 1500.00 PIPE END SECTION, 36 IN. | | | 0072 717-06708 156.000 LFT | 287.57000 44860.92| 280.00000 43680.00| 500.00000 78000.00 STRUCTURAL PLATE PIPE ARCH, 12 FT.-6 IN.| | | X 7 FT.-11 IN. | | | 0073 801-06606 4.000 EACH| 102.00000 408.00| 125.00000 500.00| 90.00000 360.00 BARRICADE, IIIB | | | 0074 801-06625 16.000 EACH| 102.00000 1632.00| 85.00000 1360.00| 80.00000 1280.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 24.000 EACH| 91.00000 2184.00| 85.00000 2040.00| 90.00000 2160.00 CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP| 10500.26000 10500.26| 19388.00000 19388.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0077 802-05701 26.000 LFT | 13.50000 351.00| 9.50000 247.00| 4.40000 114.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0078 802-76035 18.000 SFT | 17.00000 306.00| 17.20000 309.60| 27.00000 486.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 460 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 934,911.34 ROUTE : SR 44 CALL ORDER : 460 CONTRACT ID : B -22233-A COUNTIES : RUSH LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1128289 |(6) 35-2040801 |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-06703 2230.000 LFT | 0.34000 758.20| 0.36000 802.80| 0.50000 1115.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0080 808-06712 389.000 LFT | 0.11000 42.79| 0.09000 35.01| 0.15000 58.35 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0081 808-06713 5606.000 LFT | 0.08000 448.48| 0.09000 504.54| 0.15000 840.90 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0082 808-06714 2850.000 LFT | 0.08000 228.00| 0.09000 256.50| 0.15000 427.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0083 808-75240 279.000 LFT | 0.40000 111.60| 0.36000 100.44| 0.50000 139.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0084 808-75245 1115.000 LFT | 0.34000 379.10| 0.36000 401.40| 0.50000 557.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0085 808-75996 105.000 EACH| 10.00000 1050.00| 6.00000 630.00| 7.00000 735.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0086 808-75998 105.000 EACH| 45.00000 4725.00| 30.00000 3150.00| 28.00000 2940.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0087 808-99077 50.000 LFT | 7.45000 372.50| 12.00000 600.00| 8.50000 425.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | 0088 715-06806 2.000 EACH| 2244.83000 4489.66| 4000.00000 8000.00| 5800.00000 11600.00 CONCRETE ANCHOR, MIN. AREA 78 SQ. FT. | | | SECTION TOTALS | $ 966,612.25| $ 967,357.63| $ 1,141,770.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 966,612.25| $ 967,357.63| $ 1,141,770.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/14/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9918046 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 1,196,598.16 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,321,653.01 110.4508% 3 35-1058755 BAKER & SCHULTZ, INC. $ 1,347,880.19 112.6426% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 1,489,977.92 124.5178% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,493,916.94 124.8470% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,575,356.25 131.6529% 7 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,579,680.56 132.0142% 8 35-1447641 STRUCTURE CONTRACTORS CONDITIONAL $ 1,615,887.35 135.0400% 9 35-1609544 SCHUTT-LOOKABILL CO $ 1,692,204.92 141.4179% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1212938 |(3) 35-1058755 |MCCOY, R.L., INC. |ATLAS EXCAVATING, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 15.000 MOS | 1000.00000 15000.00| 775.00000 11625.00| 800.00000 12000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 18000.00000 18000.00| 18000.00000 18000.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 59800.00000 59800.00| 66000.00000 66000.00| 64000.00000 64000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 33000.00000 33000.00| 30000.00000 30000.00| 35310.00000 35310.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 315.000 SYS | 8.00000 2520.00| 7.20000 2268.00| 8.50000 2677.50 PAVEMENT, REMOVE | | | 0006 203-02000 3166.000 CYS | 7.50000 23745.00| 8.00000 25328.00| 8.00000 25328.00 EXCAVATION, COMMON | | | 0007 203-02070 30836.000 CYS | 5.00000 154180.00| 5.50000 169598.00| 5.35000 164972.60 BORROW | | | 0008 203-51224 LUMP| 2000.00000 2000.00| 750.00000 750.00| 300.00000 300.00 EXCAVATION, WATERWAY | | | 0009 205-02224 740.000 LFT | 1.82000 1346.80| 1.95000 1443.00| 2.00000 1480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 290.000 LFT | 2.38000 690.20| 2.60000 754.00| 2.60000 754.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1212938 |(3) 35-1058755 |MCCOY, R.L., INC. |ATLAS EXCAVATING, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-02231 105.000 LFT | 10.00000 1050.00| 19.00000 1995.00| 10.70000 1123.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 206-51220 220.000 CYS | 190.00000 41800.00| 175.00000 38500.00| 150.00000 33000.00 EXCAVATION, WET | | | 0013 206-51230 70.000 CYS | 20.00000 1400.00| 45.00000 3150.00| 15.00000 1050.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 21.000 CYS | 34.00000 714.00| 35.00000 735.00| 36.40000 764.40 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 32.000 CYS | 28.00000 896.00| 60.00000 1920.00| 20.00000 640.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 1898.000 TON | 13.50000 25623.00| 15.60000 29608.80| 18.20000 34543.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05474 642.000 TON | 40.00000 25680.00| 41.00000 26322.00| 41.75000 26803.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 212.000 TON | 40.00000 8480.00| 54.00000 11448.00| 55.65000 11797.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05518 3958.000 SYS | 0.75000 2968.50| 0.35000 1385.30| 0.32000 1266.56 ASPHALT FOR PRIME COAT | | | 0020 406-05521 3874.000 SYS | 0.10000 387.40| 0.25000 968.50| 0.25000 968.50 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1200.00000 4800.00| 1150.00000 4600.00| 1295.00000 5180.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01846 1.000 EACH| 1600.00000 1600.00| 1625.00000 1625.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06037 1.000 EACH| 600.00000 600.00| 615.00000 615.00| 645.00000 645.00 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 1073.300 LFT | 9.50000 10196.35| 9.70000 10411.01| 11.80000 12664.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 602-06729 42.000 EACH| 7.00000 294.00| 7.00000 294.00| 8.60000 361.20 BARRIER DELINEATOR | | | 0026 603-06040 1540.000 LFT | 4.25000 6545.00| 7.30000 11242.00| 6.30000 9702.00 FENCE, FARM FIELD, 47 IN. | | | 0027 603-91748 10.000 EACH| 600.00000 6000.00| 485.00000 4850.00| 1015.00000 10150.00 FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | | 0028 603-92600 1625.000 LFT | 3.75000 6093.75| 2.80000 4550.00| 4.00000 6500.00 FENCE, BARBED WIRE, 4 STRAND, 48 IN. | | | 0029 610-06257 120.600 SYS | 65.00000 7839.00| 43.00000 5185.80| 44.00000 5306.40 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1212938 |(3) 35-1058755 |MCCOY, R.L., INC. |ATLAS EXCAVATING, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 611-06497 1.000 EACH| 150.00000 150.00| 115.00000 115.00| 182.00000 182.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 2.000 EACH| 475.00000 950.00| 340.00000 680.00| 430.00000 860.00 MONUMENT, B | | | 0032 615-06510 2.000 EACH| 375.00000 750.00| 365.00000 730.00| 430.00000 860.00 MONUMENT, C | | | 0033 615-99189 1.000 EACH| 1200.00000 1200.00| 1100.00000 1100.00| 600.00000 600.00 PLAQUE, ALUMINUM | | | 0034 616-02320 2662.000 SYS | 2.00000 5324.00| 3.30000 8784.60| 1.71000 4552.02 GEOTEXTILES | | | 0035 616-06401 5150.000 TON | 26.00000 133900.00| 25.00000 128750.00| 28.90000 148835.00 RIPRAP, DUMPED | | | 0036 616-06405 951.000 TON | 18.00000 17118.00| 17.00000 16167.00| 24.60000 23394.60 RIPRAP, REVETMENT | | | 0037 619-02508 LUMP| 45000.00000 45000.00| 55000.00000 55000.00| 53230.00000 53230.00 ENCAPSULATE STEEL BRIDGE | | | 0038 619-93423 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 4580.00000 4580.00 POLLUTION CONTROL | | | 0039 621-01004 2.000 EACH| 725.00000 1450.00| 750.00000 1500.00| 775.00000 1550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.800 TON | 519.00000 934.20| 540.00000 972.00| 555.00000 999.00 FERTILIZER | | | 0041 621-06548 20.000 LBS | 25.00000 500.00| 26.00000 520.00| 26.75000 535.00 SEED MIXTURE, CV | | | 0042 621-06553 730.000 LBS | 3.48000 2540.40| 3.70000 2701.00| 3.75000 2737.50 SEED MIXTURE, R | | | 0043 621-06565 8.600 TON | 399.00000 3431.40| 420.00000 3612.00| 427.00000 3672.20 MULCHING MATERIAL | | | 0044 621-06567 3.000 MG | 2.00000 6.00| 2.20000 6.60| 2.15000 6.45 WATER | | | 0045 621-06574 381.000 SYS | 6.36000 2423.16| 6.70000 2552.70| 6.80000 2590.80 SODDING | | | 0046 622-52436 6.000 EACH| 22.50000 135.00| 23.50000 141.00| 24.00000 144.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 600.000 EACH| 7.35000 4410.00| 7.80000 4680.00| 7.85000 4710.00 SEEDLING | | | 0048 701-95780 2055.000 LFT | 28.00000 57540.00| 39.00000 80145.00| 33.00000 67815.00 PILE, STEEL H, HP 12 X 74 | | | 0049 702-51005 175.600 CYS | 300.00000 52680.00| 365.00000 64094.00| 345.00000 60582.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1212938 |(3) 35-1058755 |MCCOY, R.L., INC. |ATLAS EXCAVATING, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 702-51015 47.400 CYS | 300.00000 14220.00| 175.00000 8295.00| 340.00000 16116.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 29570.000 LBS | 0.49000 14489.30| 0.55000 16263.50| 0.45000 13306.50 REINFORCING STEEL | | | 0052 703-51032 99462.000 LBS | 0.55000 54704.10| 0.60000 59677.20| 0.56000 55698.72 REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 72.000 EACH| 12.00000 864.00| 20.00000 1440.00| 14.00000 1008.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 313.800 CYS | 300.00000 94140.00| 315.00000 98847.00| 360.00000 112968.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 4.000 EACH| 1200.00000 4800.00| 1050.00000 4200.00| 900.00000 3600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 72.800 CYS | 250.00000 18200.00| 375.00000 27300.00| 360.00000 26208.00 CONCRETE, C, RAILING | | | 0057 707-05985 1478.000 LFT | 105.00000 155190.00| 133.50000 197313.00| 136.60000 201894.80 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 54 IN. X 20 IN. | | | 0058 709-51821 LUMP| 6160.00000 6160.00| 8500.00000 8500.00| 6775.00000 6775.00 SURFACE SEAL | | | 0059 715-03153 242.000 LFT | 26.00000 6292.00| 30.00000 7260.00| 27.80000 6727.60 PIPE, GROUP D, 18 IN. | | | 0060 715-05048 2680.000 LFT | 2.50000 6700.00| 2.50000 6700.00| 2.70000 7236.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0061 715-05053 164.000 LFT | 10.00000 1640.00| 9.50000 1558.00| 10.70000 1754.80 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0062 715-05407 100.000 LFT | 12.00000 1200.00| 10.00000 1000.00| 10.00000 1000.00 PIPE, END BENT DRAIN, 6 IN. | | | 0063 715-46005 1.000 EACH| 200.00000 200.00| 190.00000 190.00| 214.00000 214.00 PIPE END SECTION, 15 IN. | | | 0064 715-46010 6.000 EACH| 232.00000 1392.00| 200.00000 1200.00| 250.00000 1500.00 PIPE END SECTION, 18 IN. | | | 0065 715-99371 12.000 LFT | 25.00000 300.00| 60.00000 720.00| 27.00000 324.00 PIPE, GROUP A, 15 IN. | | | 0066 718-06528 7.000 EACH| 525.00000 3675.00| 360.00000 2520.00| 560.00000 3920.00 OUTLET PROTECTOR, 1 | | | 0067 718-52610 224.000 CYS | 30.00000 6720.00| 29.00000 6496.00| 32.10000 7190.40 AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 1484.000 SYS | 1.00000 1484.00| 1.45000 2151.80| 1.10000 1632.40 GEOTEXTILES FOR UNDERDRAIN | | | 0069 801-04308 4.000 EACH| 610.00000 2440.00| 640.00000 2560.00| 660.00000 2640.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1212938 |(3) 35-1058755 |MCCOY, R.L., INC. |ATLAS EXCAVATING, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 801-06605 8.000 EACH| 165.00000 1320.00| 175.00000 1400.00| 180.00000 1440.00 BARRICADE, IIIA | | | 0071 801-06606 4.000 EACH| 170.00000 680.00| 180.00000 720.00| 185.00000 740.00 BARRICADE, IIIB | | | 0072 801-06625 4.000 EACH| 95.00000 380.00| 110.00000 440.00| 103.00000 412.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-06640 4.000 EACH| 155.00000 620.00| 165.00000 660.00| 170.00000 680.00 CONSTRUCTION SIGN, A | | | 0074 802-76035 35.000 SFT | 15.60000 546.00| 17.00000 595.00| 16.70000 584.50 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0075 802-76055 112.000 LFT | 3.55000 397.60| 5.10000 571.20| 3.80000 425.60 SIGN POST, A | | | 0076 804-06770 9.000 EACH| 17.00000 153.00| 17.00000 153.00| 18.20000 163.80 DELINEATOR POST | | | 0077 808-06713 5000.000 LFT | 0.10000 500.00| 0.15000 750.00| 0.12000 600.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0078 808-06714 5000.000 LFT | 0.10000 500.00| 0.15000 750.00| 0.12000 600.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 1,196,598.16| $ 1,321,653.01| $ 1,347,880.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,196,598.16| $ 1,321,653.01| $ 1,347,880.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-0918397 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 15.000 MOS | 1400.00000 21000.00| 1800.00000 27000.00| 1100.00000 16500.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 15900.00000 15900.00| 17500.00000 17500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 74927.15000 74927.15| 74600.00000 74600.00| 78750.00000 78750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 51376.72000 51376.72| 24200.00000 24200.00| 60000.00000 60000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 315.000 SYS | 6.00000 1890.00| 14.00000 4410.00| 4.00000 1260.00 PAVEMENT, REMOVE | | | 0006 203-02000 3166.000 CYS | 5.00000 15830.00| 6.40000 20262.40| 8.25000 26119.50 EXCAVATION, COMMON | | | 0007 203-02070 30836.000 CYS | 7.25000 223561.00| 7.10000 218935.60| 10.00000 308360.00 BORROW | | | 0008 203-51224 LUMP| 500.00000 500.00| 16200.00000 16200.00| 1000.00000 1000.00 EXCAVATION, WATERWAY | | | 0009 205-02224 740.000 LFT | 1.82000 1346.80| 2.00000 1480.00| 2.00000 1480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 290.000 LFT | 2.38000 690.20| 2.60000 754.00| 2.80000 812.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 105.000 LFT | 7.25000 761.25| 8.00000 840.00| 20.00000 2100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 206-51220 220.000 CYS | 375.00000 82500.00| 300.00000 66000.00| 200.00000 44000.00 EXCAVATION, WET | | | 0013 206-51230 70.000 CYS | 25.00000 1750.00| 70.00000 4900.00| 100.00000 7000.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 21.000 CYS | 25.00000 525.00| 33.00000 693.00| 35.00000 735.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 32.000 CYS | 50.00000 1600.00| 62.00000 1984.00| 30.00000 960.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 1898.000 TON | 17.00000 32266.00| 19.00000 36062.00| 17.50000 33215.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05474 642.000 TON | 39.00000 25038.00| 36.00000 23112.00| 42.00000 26964.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 212.000 TON | 52.00000 11024.00| 47.00000 9964.00| 55.00000 11660.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-0918397 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 405-05518 3958.000 SYS | 0.30000 1187.40| 0.35000 1385.30| 0.35000 1385.30 ASPHALT FOR PRIME COAT | | | 0020 406-05521 3874.000 SYS | 0.20000 774.80| 0.16000 619.84| 0.25000 968.50 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1210.00000 4840.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01846 1.000 EACH| 1675.00000 1675.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06037 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 650.00000 650.00 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 1073.300 LFT | 11.00000 11806.30| 9.50000 10196.35| 9.50000 10196.35 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 602-06729 42.000 EACH| 8.00000 336.00| 7.00000 294.00| 7.50000 315.00 BARRIER DELINEATOR | | | 0026 603-06040 1540.000 LFT | 5.88000 9055.20| 4.25000 6545.00| 7.00000 10780.00 FENCE, FARM FIELD, 47 IN. | | | 0027 603-91748 10.000 EACH| 945.00000 9450.00| 600.00000 6000.00| 480.00000 4800.00 FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | | 0028 603-92600 1625.000 LFT | 3.70000 6012.50| 3.75000 6093.75| 2.80000 4550.00 FENCE, BARBED WIRE, 4 STRAND, 48 IN. | | | 0029 610-06257 120.600 SYS | 60.00000 7236.00| 75.00000 9045.00| 50.00000 6030.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0030 611-06497 1.000 EACH| 170.00000 170.00| 150.00000 150.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 2.000 EACH| 400.00000 800.00| 475.00000 950.00| 400.00000 800.00 MONUMENT, B | | | 0032 615-06510 2.000 EACH| 400.00000 800.00| 375.00000 750.00| 400.00000 800.00 MONUMENT, C | | | 0033 615-99189 1.000 EACH| 1500.00000 1500.00| 1200.00000 1200.00| 1000.00000 1000.00 PLAQUE, ALUMINUM | | | 0034 616-02320 2662.000 SYS | 1.70000 4525.40| 3.00000 7986.00| 2.75000 7320.50 GEOTEXTILES | | | 0035 616-06401 5150.000 TON | 26.00000 133900.00| 26.00000 133900.00| 26.50000 136475.00 RIPRAP, DUMPED | | | 0036 616-06405 951.000 TON | 20.00000 19020.00| 25.00000 23775.00| 18.50000 17593.50 RIPRAP, REVETMENT | | | 0037 619-02508 LUMP| 54487.00000 54487.00| 50000.00000 50000.00| 52500.00000 52500.00 ENCAPSULATE STEEL BRIDGE | | | 0038 619-93423 LUMP| 4500.00000 4500.00| 9000.00000 9000.00| 10000.00000 10000.00 POLLUTION CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-0918397 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-01004 2.000 EACH| 725.00000 1450.00| 725.00000 1450.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.800 TON | 519.00000 934.20| 519.00000 934.20| 600.00000 1080.00 FERTILIZER | | | 0041 621-06548 20.000 LBS | 25.00000 500.00| 25.00000 500.00| 27.50000 550.00 SEED MIXTURE, CV | | | 0042 621-06553 730.000 LBS | 3.48000 2540.40| 3.48000 2540.40| 3.75000 2737.50 SEED MIXTURE, R | | | 0043 621-06565 8.600 TON | 399.00000 3431.40| 399.00000 3431.40| 450.00000 3870.00 MULCHING MATERIAL | | | 0044 621-06567 3.000 MG | 2.00000 6.00| 2.00000 6.00| 2.00000 6.00 WATER | | | 0045 621-06574 381.000 SYS | 8.00000 3048.00| 6.40000 2438.40| 7.00000 2667.00 SODDING | | | 0046 622-52436 6.000 EACH| 22.50000 135.00| 18.00000 108.00| 25.00000 150.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 600.000 EACH| 7.35000 4410.00| 7.35000 4410.00| 8.00000 4800.00 SEEDLING | | | 0048 701-95780 2055.000 LFT | 24.00000 49320.00| 35.00000 71925.00| 33.50000 68842.50 PILE, STEEL H, HP 12 X 74 | | | 0049 702-51005 175.600 CYS | 575.00000 100970.00| 495.00000 86922.00| 600.00000 105360.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 47.400 CYS | 250.00000 11850.00| 325.00000 15405.00| 450.00000 21330.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 29570.000 LBS | 0.50000 14785.00| 0.55000 16263.50| 0.55000 16263.50 REINFORCING STEEL | | | 0052 703-51032 99462.000 LBS | 0.60000 59677.20| 0.60000 59677.20| 0.60000 59677.20 REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 72.000 EACH| 10.00000 720.00| 14.00000 1008.00| 15.00000 1080.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 313.800 CYS | 450.00000 141210.00| 470.00000 147486.00| 380.00000 119244.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 4.000 EACH| 1325.00000 5300.00| 1560.00000 6240.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 72.800 CYS | 375.00000 27300.00| 490.00000 35672.00| 385.00000 28028.00 CONCRETE, C, RAILING | | | 0057 707-05985 1478.000 LFT | 125.00000 184750.00| 120.00000 177360.00| 120.00000 177360.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 54 IN. X 20 IN. | | | 0058 709-51821 LUMP| 6200.00000 6200.00| 6092.00000 6092.00| 7000.00000 7000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-0918397 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-03153 242.000 LFT | 21.00000 5082.00| 21.00000 5082.00| 20.00000 4840.00 PIPE, GROUP D, 18 IN. | | | 0060 715-05048 2680.000 LFT | 2.45000 6566.00| 2.40000 6432.00| 2.80000 7504.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0061 715-05053 164.000 LFT | 9.00000 1476.00| 9.00000 1476.00| 9.50000 1558.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0062 715-05407 100.000 LFT | 2.00000 200.00| 11.50000 1150.00| 10.00000 1000.00 PIPE, END BENT DRAIN, 6 IN. | | | 0063 715-46005 1.000 EACH| 225.00000 225.00| 225.00000 225.00| 240.00000 240.00 PIPE END SECTION, 15 IN. | | | 0064 715-46010 6.000 EACH| 250.00000 1500.00| 230.00000 1380.00| 250.00000 1500.00 PIPE END SECTION, 18 IN. | | | 0065 715-99371 12.000 LFT | 35.00000 420.00| 34.00000 408.00| 26.00000 312.00 PIPE, GROUP A, 15 IN. | | | 0066 718-06528 7.000 EACH| 350.00000 2450.00| 340.00000 2380.00| 360.00000 2520.00 OUTLET PROTECTOR, 1 | | | 0067 718-52610 224.000 CYS | 30.00000 6720.00| 27.00000 6048.00| 30.00000 6720.00 AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 1484.000 SYS | 1.35000 2003.40| 1.35000 2003.40| 1.60000 2374.40 GEOTEXTILES FOR UNDERDRAIN | | | 0069 801-04308 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| 750.00000 3000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06605 8.000 EACH| 95.00000 760.00| 85.00000 680.00| 200.00000 1600.00 BARRICADE, IIIA | | | 0071 801-06606 4.000 EACH| 100.00000 400.00| 95.00000 380.00| 190.00000 760.00 BARRICADE, IIIB | | | 0072 801-06625 4.000 EACH| 100.00000 400.00| 95.00000 380.00| 100.00000 400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-06640 4.000 EACH| 145.00000 580.00| 130.00000 520.00| 200.00000 800.00 CONSTRUCTION SIGN, A | | | 0074 802-76035 35.000 SFT | 15.60000 546.00| 16.00000 560.00| 17.50000 612.50 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0075 802-76055 112.000 LFT | 3.55000 397.60| 3.60000 403.20| 5.00000 560.00 SIGN POST, A | | | 0076 804-06770 9.000 EACH| 17.00000 153.00| 17.00000 153.00| 20.00000 180.00 DELINEATOR POST | | | 0077 808-06713 5000.000 LFT | 0.11000 550.00| 0.10000 500.00| 0.12000 600.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0078 808-06714 5000.000 LFT | 0.11000 550.00| 0.10000 500.00| 0.12000 600.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-0918397 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,489,977.92| $ 1,493,916.94| $ 1,575,356.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,489,977.92| $ 1,493,916.94| $ 1,575,356.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-1447641 |(9) 35-1609544 |ROBERTSON, DUNCAN, INC. |STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 15.000 MOS | 1250.00000 18750.00| 1250.00000 18750.00| 2188.51000 32827.65 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 20313.91000 20313.91 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 82000.00000 82000.00| 84610.00000 84610.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 65000.00000 65000.00| 67379.58000 67379.58 CLEARING RIGHT OF WAY | | | 0005 202-02240 315.000 SYS | 5.00000 1575.00| 10.00000 3150.00| 7.09000 2233.35 PAVEMENT, REMOVE | | | 0006 203-02000 3166.000 CYS | 12.50000 39575.00| 7.50000 23745.00| 25.18000 79719.88 EXCAVATION, COMMON | | | 0007 203-02070 30836.000 CYS | 10.00000 308360.00| 5.25000 161889.00| 9.77000 301267.72 BORROW | | | 0008 203-51224 LUMP| 2500.00000 2500.00| 92000.00000 92000.00| 2402.32000 2402.32 EXCAVATION, WATERWAY | | | 0009 205-02224 740.000 LFT | 2.00000 1480.00| 2.00000 1480.00| 2.06000 1524.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 290.000 LFT | 3.00000 870.00| 2.50000 725.00| 2.70000 783.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 105.000 LFT | 10.00000 1050.00| 10.00000 1050.00| 10.00000 1050.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 206-51220 220.000 CYS | 150.00000 33000.00| 12.00000 2640.00| 255.46000 56201.20 EXCAVATION, WET | | | 0013 206-51230 70.000 CYS | 30.00000 2100.00| 12.00000 840.00| 24.00000 1680.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 21.000 CYS | 25.00000 525.00| 35.00000 735.00| 28.92000 607.32 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 32.000 CYS | 25.00000 800.00| 30.00000 960.00| 33.90000 1084.80 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 1898.000 TON | 16.50000 31317.00| 25.00000 47450.00| 24.37000 46254.26 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05474 642.000 TON | 42.90000 27541.80| 40.00000 25680.00| 44.19000 28369.98 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 212.000 TON | 57.20000 12126.40| 55.00000 11660.00| 58.91000 12488.92 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-1447641 |(9) 35-1609544 |ROBERTSON, DUNCAN, INC. |STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 405-05518 3958.000 SYS | 0.33000 1306.14| 0.30000 1187.40| 0.34000 1345.72 ASPHALT FOR PRIME COAT | | | 0020 406-05521 3874.000 SYS | 0.22000 852.28| 0.20000 774.80| 0.23000 891.02 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1182.50000 4730.00| 1200.00000 4800.00| 1217.92000 4871.68 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01846 1.000 EACH| 1683.00000 1683.00| 1600.00000 1600.00| 1733.41000 1733.41 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06037 1.000 EACH| 649.00000 649.00| 600.00000 600.00| 668.44000 668.44 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 1073.300 LFT | 9.90000 10625.67| 9.50000 10196.35| 10.20000 10947.66 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 602-06729 42.000 EACH| 10.00000 420.00| 10.00000 420.00| 7.93000 333.06 BARRIER DELINEATOR | | | 0026 603-06040 1540.000 LFT | 7.43000 11442.20| 5.00000 7700.00| 7.65000 11781.00 FENCE, FARM FIELD, 47 IN. | | | 0027 603-91748 10.000 EACH| 506.00000 5060.00| 600.00000 6000.00| 521.16000 5211.60 FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | | 0028 603-92600 1625.000 LFT | 2.75000 4468.75| 4.00000 6500.00| 2.83000 4598.75 FENCE, BARBED WIRE, 4 STRAND, 48 IN. | | | 0029 610-06257 120.600 SYS | 60.00000 7236.00| 60.00000 7236.00| 41.75000 5035.05 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0030 611-06497 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 113.30000 113.30 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 2.000 EACH| 300.00000 600.00| 475.00000 950.00| 675.42000 1350.84 MONUMENT, B | | | 0032 615-06510 2.000 EACH| 225.00000 450.00| 375.00000 750.00| 821.83000 1643.66 MONUMENT, C | | | 0033 615-99189 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| 624.00000 624.00 PLAQUE, ALUMINUM | | | 0034 616-02320 2662.000 SYS | 3.00000 7986.00| 2.00000 5324.00| 2.93000 7799.66 GEOTEXTILES | | | 0035 616-06401 5150.000 TON | 28.00000 144200.00| 30.00000 154500.00| 31.84000 163976.00 RIPRAP, DUMPED | | | 0036 616-06405 951.000 TON | 17.00000 16167.00| 25.00000 23775.00| 26.73000 25420.23 RIPRAP, REVETMENT | | | 0037 619-02508 LUMP| 70000.00000 70000.00| 65000.00000 65000.00| 49880.00000 49880.00 ENCAPSULATE STEEL BRIDGE | | | 0038 619-93423 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| 5800.00000 5800.00 POLLUTION CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-1447641 |(9) 35-1609544 |ROBERTSON, DUNCAN, INC. |STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-01004 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 821.39000 1642.78 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.800 TON | 570.00000 1026.00| 519.00000 934.20| 588.00000 1058.40 FERTILIZER | | | 0041 621-06548 20.000 LBS | 27.50000 550.00| 25.00000 500.00| 28.32000 566.40 SEED MIXTURE, CV | | | 0042 621-06553 730.000 LBS | 3.83000 2795.90| 4.00000 2920.00| 3.94000 2876.20 SEED MIXTURE, R | | | 0043 621-06565 8.600 TON | 440.00000 3784.00| 400.00000 3440.00| 452.05000 3887.63 MULCHING MATERIAL | | | 0044 621-06567 3.000 MG | 2.20000 6.60| 2.00000 6.00| 2.27000 6.81 WATER | | | 0045 621-06574 381.000 SYS | 7.00000 2667.00| 6.50000 2476.50| 7.21000 2747.01 SODDING | | | 0046 622-52436 6.000 EACH| 24.75000 148.50| 22.50000 135.00| 22.66000 135.96 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 600.000 EACH| 8.09000 4854.00| 7.50000 4500.00| 8.33000 4998.00 SEEDLING | | | 0048 701-95780 2055.000 LFT | 35.00000 71925.00| 35.00000 71925.00| 37.46000 76980.30 PILE, STEEL H, HP 12 X 74 | | | 0049 702-51005 175.600 CYS | 400.00000 70240.00| 450.00000 79020.00| 402.09000 70607.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 47.400 CYS | 400.00000 18960.00| 375.00000 17775.00| 265.31000 12575.69 CONCRETE, B, FOOTINGS | | | 0051 703-51030 29570.000 LBS | 0.55000 16263.50| 0.75000 22177.50| 0.54000 15967.80 REINFORCING STEEL | | | 0052 703-51032 99462.000 LBS | 0.63000 62661.06| 1.00000 99462.00| 0.65000 64650.30 REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 72.000 EACH| 15.00000 1080.00| 21.00000 1512.00| 17.12000 1232.64 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 313.800 CYS | 400.00000 125520.00| 475.00000 149055.00| 411.00000 128971.80 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 4.000 EACH| 1200.00000 4800.00| 600.00000 2400.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 72.800 CYS | 400.00000 29120.00| 350.00000 25480.00| 382.70000 27860.56 CONCRETE, C, RAILING | | | 0057 707-05985 1478.000 LFT | 125.00000 184750.00| 146.50000 216527.00| 120.16000 177596.48 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 54 IN. X 20 IN. | | | 0058 709-51821 LUMP| 7500.00000 7500.00| 7000.00000 7000.00| 7068.00000 7068.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-1447641 |(9) 35-1609544 |ROBERTSON, DUNCAN, INC. |STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-03153 242.000 LFT | 20.00000 4840.00| 26.00000 6292.00| 19.84000 4801.28 PIPE, GROUP D, 18 IN. | | | 0060 715-05048 2680.000 LFT | 4.00000 10720.00| 3.00000 8040.00| 4.12000 11041.60 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0061 715-05053 164.000 LFT | 8.00000 1312.00| 10.00000 1640.00| 6.99000 1146.36 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0062 715-05407 100.000 LFT | 5.00000 500.00| 4.00000 400.00| 9.26000 926.00 PIPE, END BENT DRAIN, 6 IN. | | | 0063 715-46005 1.000 EACH| 250.00000 250.00| 200.00000 200.00| 242.28000 242.28 PIPE END SECTION, 15 IN. | | | 0064 715-46010 6.000 EACH| 300.00000 1800.00| 232.00000 1392.00| 274.87000 1649.22 PIPE END SECTION, 18 IN. | | | 0065 715-99371 12.000 LFT | 30.00000 360.00| 25.00000 300.00| 46.10000 553.20 PIPE, GROUP A, 15 IN. | | | 0066 718-06528 7.000 EACH| 200.00000 1400.00| 525.00000 3675.00| 337.71000 2363.97 OUTLET PROTECTOR, 1 | | | 0067 718-52610 224.000 CYS | 30.00000 6720.00| 30.00000 6720.00| 32.11000 7192.64 AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 1484.000 SYS | 2.75000 4081.00| 1.00000 1484.00| 2.93000 4348.12 GEOTEXTILES FOR UNDERDRAIN | | | 0069 801-04308 4.000 EACH| 671.00000 2684.00| 610.00000 2440.00| 339.89000 1359.56 ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06605 8.000 EACH| 181.50000 1452.00| 165.00000 1320.00| 96.30000 770.40 BARRICADE, IIIA | | | 0071 801-06606 4.000 EACH| 187.00000 748.00| 170.00000 680.00| 107.63000 430.52 BARRICADE, IIIB | | | 0072 801-06625 4.000 EACH| 104.50000 418.00| 95.00000 380.00| 107.63000 430.52 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-06640 4.000 EACH| 170.50000 682.00| 155.00000 620.00| 147.28000 589.12 CONSTRUCTION SIGN, A | | | 0074 802-76035 35.000 SFT | 17.60000 616.00| 16.00000 560.00| 18.13000 634.55 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0075 802-76055 112.000 LFT | 5.28000 591.36| 4.80000 537.60| 5.44000 609.28 SIGN POST, A | | | 0076 804-06770 9.000 EACH| 17.60000 158.40| 16.00000 144.00| 18.13000 163.17 DELINEATOR POST | | | 0077 808-06713 5000.000 LFT | 0.15000 750.00| 0.10000 500.00| 0.11000 550.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0078 808-06714 5000.000 LFT | 0.15000 750.00| 0.10000 500.00| 0.11000 550.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 470 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,571,196.60 ROUTE : CR 750W CALL ORDER : 470 CONTRACT ID : B -22554-A COUNTIES : DELAWARE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-1447641 |(9) 35-1609544 |ROBERTSON, DUNCAN, INC. |STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,579,680.56| $ 1,615,887.35| $ 1,692,204.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,579,680.56| $ 1,615,887.35| $ 1,692,204.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 474 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 150 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1119001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 4,218,794.03 100.0000% ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT- CONCRETE ALTERNATE ALT AL1 | | | 0001 105-01925 12.000 MOS | | | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| | | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| | | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| | | CLEARING RIGHT OF WAY | | | 0005 202-02241 427.100 m | | | GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| | | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 14 | | | 0007 202-03000 LUMP| | | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 2 | | | 0008 202-03000 LUMP| | | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 5 | | | 0009 202-51330 LUMP| | | PRESENT STRUCTURE, REMOVE | | | 0010 202-60820 282.000 m2 | | | SURFACE MILLING, ASPHALT | | | 0011 202-74045 28.000 EACH| | | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0012 203-02000 6095.000 m3 | | | EXCAVATION, COMMON | | | 0013 203-02070 13526.000 m3 | | | BORROW | | | 0014 203-94803 2314.300 m3 | | | EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 474 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02231 406.000 m | | | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02234 9.000 EACH| | | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 205-02236 2.000 EACH| | | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0018 211-02060 898.000 m3 | | | B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 74.900 m3 | | | AGGREGATE FOR END BENT BACKFILL | | | 0020 303-52308 3479.500 Mg | | | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 304-04403 28.700 m3 | | | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0022 305-05206 1161.900 Mg | | | WIDENING WITH HMA | | | 0023 402-05468 2795.100 Mg | | | HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 908.900 Mg | | | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 641.200 Mg | | | HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05481 597.000 Mg | | | HMA BASE 25.0 mm, SHOULDER | | | 0027 402-05487 4.600 Mg | | | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0028 402-05490 3.500 Mg | | | HMA SURFACE 9.5 mm, SHOULDER | | | 0029 404-05510 3317.000 m2 | | | SEAL COAT, 1 | | | 0030 406-05521 23161.000 m2 | | | ASPHALT FOR TACK COAT | | | 0031 601-01522 2.000 EACH| | | GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01522 1.000 EACH| | | GUARDRAIL TRANSITION TYPE TGB , | | | MODIFIED (TYPE X) | | | 0033 601-01626 1.000 EACH| | | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 474 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-01701 4.000 EACH| | | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0035 601-06037 2.000 EACH| | | GUARDRAIL END TREATMENT, I | | | 0036 601-06769 1.000 EACH| | | ENERGY ABSORBING TERMINAL, B CZ, 3 BAY | | | 0037 601-99105 550.600 m | | | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06639 225.700 m | | | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0039 603-06065 24.000 m | | | FENCE, CHAIN LINK, RESET | | | 0040 605-06090 68.820 m | | | CURB, INTEGRAL, CONCRETE | | | 0041 605-99316 24.600 m2 | | | CURB WALK, INTEGRAL, CONCRETE | | | 0042 610-05527 169.000 Mg | | | HMA FOR APPROACHES | | | 0043 610-06257 167.500 m2 | | | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0044 611-06497 2.000 EACH| | | MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 12.000 EACH| | | RIGHT OF WAY MARKER | | | 0046 615-06505 6.000 EACH| | | MONUMENT, B | | | 0047 616-02320 3857.000 m2 | | | GEOTEXTILES | | | 0048 616-06405 3972.000 Mg | | | RIPRAP, REVETMENT | | | 0049 621-06574 173.000 m2 | | | SODDING | | | 0050 701-05779 LUMP| | | FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0051 701-05780 281.000 m3 | | | DRILLED SHAFT CONCRETE | | | 0052 701-05781 181.100 m3 | | | UNCLASSIFIED SHAFT EXCAVATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 474 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 701-05782 5.000 m3 | | | UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0054 701-05783 20.000 h | | | OBSTRUCTIONS | | | 0055 701-05784 33.000 m | | | TRIAL SHAFT HOLES | | | 0056 701-05785 5.000 m | | | EXPLORATION (SHAFT EXCAVATION) | | | 0057 701-05787 LUMP| | | INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0058 701-51195 540.000 m | | | PILE, STEEL H, HP 310 X 79 | | | 0059 701-91792 30.000 EACH| | | PILE TIP, STEEL H | | | 0060 702-51005 103.100 m3 | | | CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51010 140.600 m3 | | | CONCRETE, B, ABOVE FOOTINGS | | | 0062 702-51015 77.800 m3 | | | CONCRETE, B, FOOTINGS | | | 0063 702-51100 627.600 kg | | | DRAIN PIPE, CAST IRON, 150 mm | | | 0064 702-51110 932.800 kg | | | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 702-99293 88.600 m3 | | | CONCRETE, A, SUBSTRUCTURE, MODIFIED | | | 0066 703-51030 28229.000 kg | | | REINFORCING STEEL | | | 0067 703-51032 116202.000 kg | | | REINFORCING STEEL, EPOXY COATED | | | 0068 703-90512 240.000 EACH| | | THREADED BAR SPLICE | | | 0069 703-97703 1650.000 EACH| | | THREADED BAR SPLICE, EPOXY COATED | | | 0070 704-51002 608.100 m3 | | | CONCRETE, C, SUPERSTRUCTURE | | | 0071 704-51006 66.700 m3 | | | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0072 706-06343 155.700 m | | | RAILING, PS-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 474 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 706-06354 2.000 EACH| | | CONCRETE BRIDGE RAILING TRANSITION, TPST| | | 0074 706-51020 18.000 m3 | | | CONCRETE, C, RAILING | | | 0075 706-98353 223.100 m | | | RAILING, CURB MOUNT, 2 TUBED | | | 0076 707-01065 LUMP| | | POST-TENSIONING | | | 0077 707-51045 LUMP| | | CONCRETE STRUCTURAL MEMBERS | | | 0078 707-96390 16.000 EACH| | | ELASTOMERIC BEARING PAD | | | 0079 709-51821 LUMP| | | SURFACE SEAL | | | 0080 715-05048 998.500 m | | | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05053 107.900 m | | | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0082 715-05149 30.700 m | | | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0083 715-05151 46.800 m | | | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0084 715-05152 41.100 m | | | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0085 715-05169 93.800 m | | | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0086 715-05407 34.000 m | | | PIPE, END BENT DRAIN, 150 mm | | | 0087 715-46000 2.000 EACH| | | PIPE END SECTION, 300 mm | | | 0088 715-46005 16.000 EACH| | | PIPE END SECTION, 375 mm | | | 0089 715-46010 2.000 EACH| | | PIPE END SECTION, 450 mm | | | 0090 718-06529 10.000 EACH| | | OUTLET PROTECTOR, 2 | | | 0091 718-06531 1.000 EACH| | | OUTLET PROTECTOR, 3 | | | 0092 718-52610 225.660 m3 | | | AGGREGATE FOR UNDERDRAINS | | | 0093 718-99153 1997.000 m2 | | | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 474 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 720-45410 2.000 EACH| | | MANHOLE, C4 | | | 0095 720-94906 2.000 EACH| | | INLET, X5 | | | 0096 724-51925 28.200 m | | | STRUCTURAL EXPANSION JOINT, SS | | | 0097 730-26811 1.000 EACH| | | GRATED BOX END SECTION, I, 2:1, 875 mm | | | x 600 mm , MODIFIED | | | 0098 801-06207 10596.000 m | | | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0099 801-06605 6.000 EACH| | | BARRICADE, IIIA | | | 0100 801-06640 20.000 EACH| | | CONSTRUCTION SIGN, A | | | 0101 801-06645 1.000 EACH| | | CONSTRUCTION SIGN, B | | | 0102 801-06775 LUMP| | | MAINTAINING TRAFFIC | | | 0103 801-97643 194.400 m | | | TEMPORARY BUZZ STRIPS , TEMPORARY | | | 0104 802-02489 92.050 m | | | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0105 802-76025 8.080 m2 | | | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0106 802-76030 1.360 m2 | | | SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0107 804-06770 22.000 EACH| | | DELINEATOR POST | | | 0108 808-06713 1792.000 m | | | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0109 808-75245 1639.000 m | | | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0110 808-75297 29.000 m | | | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 474 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-75998 59.000 EACH| | | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE REPLACEMENT- STEEL ALTERNATE ALT AL2 | | | 0112 105-01925 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, 51.1 m2 | | | 0113 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0114 110-01001 LUMP| 200000.00000 200000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0115 201-52370 LUMP| 70000.00000 70000.00| | CLEARING RIGHT OF WAY | | | 0116 202-02241 427.100 m | 3.00000 1281.30| | GUARDRAIL, REMOVE | | | 0117 202-03000 LUMP| 8000.00000 8000.00| | HOUSES AND BUILDINGS, REMOVE | | | 0118 202-03000 LUMP| 4000.00000 4000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 2 | | | 0119 202-03000 LUMP| 6000.00000 6000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 5 | | | 0120 202-51330 LUMP| 300000.00000 300000.00| | PRESENT STRUCTURE, REMOVE | | | 0121 202-60820 282.000 m2 | 6.75000 1903.50| | SURFACE MILLING, ASPHALT | | | 0122 202-74045 28.000 EACH| 35.00000 980.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0123 203-02000 6095.000 m3 | 13.00000 79235.00| | EXCAVATION, COMMON | | | 0124 203-02070 13526.000 m3 | 15.50000 209653.00| | BORROW | | | 0125 203-94803 2314.300 m3 | 15.70000 36334.51| | EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0126 205-02231 406.000 m | 35.00000 14210.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0127 205-02234 9.000 EACH| 90.00000 810.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 227 CALL ORDER : 480 CONTRACT ID : B -24579-A COUNTIES : WAYNE LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5189001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 725,922.15 100.0000% 2 35-1385672 FORCE CONSTRUCTION $ 749,391.63 103.2330% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 707,420.89 ROUTE : CR 840S CALL ORDER : 500 CONTRACT ID : B -24704-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9926016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 631,503.42 100.0000% 2 35-0974806 SOUTHWEST ENGINEERING $ 645,157.00 102.1620% 3 35-1878024 RAGLE, INC. $ 649,590.55 102.8641% 4 35-1801998 CLR, INC. $ 669,321.71 105.9886% 5 35-1616373 OXLEY, SAM & COMPANY $ 688,145.90 108.9694% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 748,929.89 118.5947% ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0974806 |(3) 35-1878024 |BLANKENBERGER BROTHERS |SOUTHWEST ENGINEERING |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1250.00000 12500.00| 1250.00000 12500.00| 800.00000 8000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8800.00000 8800.00| 9000.00000 9000.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31500.00000 31500.00| 18000.00000 18000.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14450.00000 14450.00| 12000.00000 12000.00| 9600.00000 9600.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 16300.00000 16300.00| 3500.00000 3500.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 675.000 m3 | 7.50000 5062.50| 11.00000 7425.00| 9.50000 6412.50 EXCAVATION, COMMON | | | 0007 203-02070 4304.000 m3 | 10.80000 46483.20| 15.00000 64560.00| 9.50000 40888.00 BORROW | | | 0008 203-51223 298.000 m3 | 6.25000 1862.50| 10.00000 2980.00| 8.00000 2384.00 EXCAVATION, WATERWAY | | | 0009 205-02229 194.000 m | 12.85000 2492.90| 13.50000 2619.00| 7.00000 1358.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 206-02762 2.000 EACH| 24500.00000 49000.00| 6000.00000 12000.00| 9000.00000 18000.00 COFFERDAM | | | 0011 206-51220 374.500 m3 | 26.00000 9737.00| 100.00000 37450.00| 131.00000 49059.50 EXCAVATION, WET | | | 0012 211-02060 18.000 m3 | 27.00000 486.00| 22.00000 396.00| 21.00000 378.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 707,420.89 ROUTE : CR 840S CALL ORDER : 500 CONTRACT ID : B -24704-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0974806 |(3) 35-1878024 |BLANKENBERGER BROTHERS |SOUTHWEST ENGINEERING |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-06467 53.000 m3 | 39.00000 2067.00| 35.00000 1855.00| 43.00000 2279.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-04095 78.000 Mg | 19.00000 1482.00| 19.00000 1482.00| 22.00000 1716.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0015 303-52308 1031.000 Mg | 19.00000 19589.00| 19.00000 19589.00| 17.00000 17527.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 401-04820 320.000 Mg | 52.00000 16640.00| 57.00000 18240.00| 52.00000 16640.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 145.000 Mg | 60.00000 8700.00| 65.00000 9425.00| 60.00000 8700.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05510 216.000 m2 | 9.00000 1944.00| 10.00000 2160.00| 9.00000 1944.00 SEAL COAT, 1 | | | 0019 405-05518 1950.000 m2 | 1.10000 2145.00| 1.20000 2340.00| 1.10000 2145.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1935.000 m2 | 1.00000 1935.00| 1.10000 2128.50| 1.00000 1935.00 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1200.00000 4800.00| 1150.00000 4600.00| 1375.00000 5500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01625 1.000 EACH| 1395.00000 1395.00| 1325.00000 1325.00| 2000.00000 2000.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-01839 1.000 EACH| 1795.00000 1795.00| 1650.00000 1650.00| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0024 601-06037 3.000 EACH| 600.00000 1800.00| 625.00000 1875.00| 675.00000 2025.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 90.000 m | 36.03000 3242.70| 43.50000 3915.00| 38.00000 3420.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 8.000 EACH| 10.50000 84.00| 7.00000 56.00| 6.00000 48.00 BARRIER DELINEATOR | | | 0027 610-05527 21.000 Mg | 64.00000 1344.00| 70.00000 1470.00| 64.00000 1344.00 HMA FOR APPROACHES | | | 0028 610-06257 208.000 m2 | 57.00000 11856.00| 60.00000 12480.00| 55.00000 11440.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 615-06490 18.000 EACH| 90.00000 1620.00| 100.00000 1800.00| 90.00000 1620.00 RIGHT OF WAY MARKER | | | 0030 615-06527 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 350.00000 350.00 MONUMENT, SECTION CORNER | | | 0031 616-02320 1848.000 m2 | 2.20000 4065.60| 4.00000 7392.00| 2.00000 3696.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 707,420.89 ROUTE : CR 840S CALL ORDER : 500 CONTRACT ID : B -24704-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0974806 |(3) 35-1878024 |BLANKENBERGER BROTHERS |SOUTHWEST ENGINEERING |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-06405 1337.000 Mg | 22.00000 29414.00| 23.50000 31419.50| 23.00000 30751.00 RIPRAP, REVETMENT | | | 0033 617-95589 17.000 m | 230.00000 3910.00| 390.00000 6630.00| 275.00000 4675.00 EXPANSION JOINT, SS, SEAL | | | 0034 621-01004 2.000 EACH| 660.00000 1320.00| 700.00000 1400.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01852 1901.000 m2 | 0.80000 1520.80| 1.00000 1901.00| 0.70000 1330.70 MULCHED SEEDING, GRASS, 2 | | | 0036 621-02468 80.000 kg | 11.90000 952.00| 13.00000 1040.00| 10.00000 800.00 SEED MIXTURE, GRASS, 1 | | | 0037 621-06548 3.000 kg | 58.00000 174.00| 60.00000 180.00| 50.00000 150.00 SEED MIXTURE, CV | | | 0038 621-06559 3545.000 m2 | 0.52000 1843.40| 0.60000 2127.00| 0.45000 1595.25 MULCHED SEEDING, R | | | 0039 621-06574 1003.000 m2 | 3.75000 3761.25| 4.00000 4012.00| 3.00000 3009.00 SODDING | | | 0040 622-52436 4.000 EACH| 24.00000 96.00| 27.00000 108.00| 20.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 622-91786 115.000 EACH| 12.15000 1397.25| 13.00000 1495.00| 6.00000 690.00 SEEDLING | | | 0042 701-51195 70.000 m | 123.00000 8610.00| 100.00000 7000.00| 140.00000 9800.00 PILE, STEEL H, HP 310 X 79 | | | 0043 701-91792 14.000 EACH| 90.00000 1260.00| 400.00000 5600.00| 100.00000 1400.00 PILE TIP, STEEL H | | | 0044 702-51005 165.100 m3 | 465.00000 76771.50| 400.00000 66040.00| 500.00000 82550.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 97.200 m3 | 250.00000 24300.00| 350.00000 34020.00| 275.00000 26730.00 CONCRETE, B, FOOTINGS | | | 0046 702-51110 292.000 kg | 6.00000 1752.00| 8.00000 2336.00| 7.00000 2044.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 703-03622 70.000 EACH| 19.00000 1330.00| 22.00000 1540.00| 15.00000 1050.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0048 703-51030 10016.000 kg | 1.15000 11518.40| 1.15000 11518.40| 1.20000 12019.20 REINFORCING STEEL | | | 0049 703-51032 25917.000 kg | 1.30000 33692.10| 1.40000 36283.80| 1.40000 36283.80 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 127.400 m3 | 500.00000 63700.00| 500.00000 63700.00| 600.00000 76440.00 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-05732 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 707,420.89 ROUTE : CR 840S CALL ORDER : 500 CONTRACT ID : B -24704-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0974806 |(3) 35-1878024 |BLANKENBERGER BROTHERS |SOUTHWEST ENGINEERING |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 706-51020 23.000 m3 | 334.00000 7682.00| 465.00000 10695.00| 334.00000 7682.00 CONCRETE, C, RAILING | | | 0053 707-05983 183.000 m | 265.00000 48495.00| 300.00000 54900.00| 275.00000 50325.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0054 709-51821 LUMP| 4400.00000 4400.00| 3500.00000 3500.00| 3000.00000 3000.00 SURFACE SEAL | | | 0055 715-05019 13.000 m | 150.00000 1950.00| 165.00000 2145.00| 135.00000 1755.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0056 715-05169 34.000 m | 70.00000 2380.00| 70.00000 2380.00| 52.00000 1768.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05407 53.000 m | 12.00000 636.00| 29.00000 1537.00| 7.00000 371.00 PIPE, END BENT DRAIN, 150 mm | | | 0058 715-46005 4.000 EACH| 215.00000 860.00| 175.00000 700.00| 101.00000 404.00 PIPE END SECTION, 375 mm | | | 0059 715-46040 2.000 EACH| 420.00000 840.00| 525.00000 1050.00| 418.00000 836.00 PIPE END SECTION, 900 mm | | | 0060 801-04308 5.000 EACH| 300.00000 1500.00| 350.00000 1750.00| 300.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 6.000 EACH| 200.00000 1200.00| 200.00000 1200.00| 90.00000 540.00 BARRICADE, IIIA | | | 0062 801-06606 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 100.00000 400.00 BARRICADE, IIIB | | | 0063 801-06625 4.000 EACH| 88.00000 352.00| 75.00000 300.00| 100.00000 400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 4.000 EACH| 100.00000 400.00| 125.00000 500.00| 100.00000 400.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 1100.00000 1100.00| 2500.00000 2500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0066 808-06713 701.000 m | 0.92000 644.92| 0.80000 560.80| 0.60000 420.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-06714 720.000 m | 0.92000 662.40| 0.80000 576.00| 0.60000 432.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 631,503.42| $ 645,157.00| $ 649,590.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 631,503.42| $ 645,157.00| $ 649,590.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 500 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 707,420.89 ROUTE : CR 840S CALL ORDER : 500 CONTRACT ID : B -24704-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1616373 |(6) 35-1009310 |CLR, INC. |OXLEY, SAM & COMPANY |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 2000.00000 20000.00| 2440.00000 24400.00| 1595.00000 15950.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 13000.00000 13000.00| 16600.00000 16600.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33500.00000 33500.00| 32800.00000 32800.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10095.00000 10095.00| 18800.00000 18800.00| 10600.00000 10600.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 8600.00000 8600.00| 10200.00000 10200.00| 12100.00000 12100.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 675.000 m3 | 8.00000 5400.00| 5.00000 3375.00| 10.40000 7020.00 EXCAVATION, COMMON | | | 0007 203-02070 4304.000 m3 | 8.00000 34432.00| 12.00000 51648.00| 9.20000 39596.80 BORROW | | | 0008 203-51223 298.000 m3 | 5.50000 1639.00| 11.20000 3337.60| 11.70000 3486.60 EXCAVATION, WATERWAY | | | 0009 205-02229 194.000 m | 14.00000 2716.00| 13.60000 2638.40| 13.65000 2648.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 206-02762 2.000 EACH| 22000.00000 44000.00| 20600.00000 41200.00| 26400.00000 52800.00 COFFERDAM | | | 0011 206-51220 374.500 m3 | 131.00000 49059.50| 19.40000 7265.30| 27.30000 10223.85 EXCAVATION, WET | | | 0012 211-02060 18.000 m3 | 22.00000 396.00| 125.00000 2250.00| 41.00000 738.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 211-06467 53.000 m3 | 43.00000 2279.00| 75.00000 3975.00| 32.00000 1696.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-04095 78.000 Mg | 17.00000 1326.00| 34.50000 2691.00| 22.70000 1770.60 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0015 303-52308 1031.000 Mg | 17.00000 17527.00| 17.00000 17527.00| 21.40000 22063.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 401-04820 320.000 Mg | 57.00000 18240.00| 56.30000 18016.00| 51.90000 16608.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 145.000 Mg | 73.00000 10585.00| 72.45000 10505.25| 65.10000 9439.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05510 216.000 m2 | 9.00000 1944.00| 11.70000 2527.20| 9.60000 2073.60 SEAL COAT, 1 | | | 0019 405-05518 1950.000 m2 | 1.70000 3315.00| 1.68000 3276.00| 1.00000 1950.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 500 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 707,420.89 ROUTE : CR 840S CALL ORDER : 500 CONTRACT ID : B -24704-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1616373 |(6) 35-1009310 |CLR, INC. |OXLEY, SAM & COMPANY |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05521 1935.000 m2 | 0.20000 387.00| 0.22000 425.70| 0.10000 193.50 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1275.00000 5100.00| 1272.00000 5088.00| 1380.00000 5520.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01625 1.000 EACH| 1500.00000 1500.00| 1480.00000 1480.00| 1695.00000 1695.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-01839 1.000 EACH| 1900.00000 1900.00| 1910.00000 1910.00| 1910.00000 1910.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0024 601-06037 3.000 EACH| 640.00000 1920.00| 660.00000 1980.00| 635.00000 1905.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 90.000 m | 38.00000 3420.00| 39.63000 3566.70| 53.00000 4770.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 8.000 EACH| 10.00000 80.00| 10.95000 87.60| 13.00000 104.00 BARRIER DELINEATOR | | | 0027 610-05527 21.000 Mg | 73.00000 1533.00| 72.45000 1521.45| 171.00000 3591.00 HMA FOR APPROACHES | | | 0028 610-06257 208.000 m2 | 75.00000 15600.00| 63.55000 13218.40| 54.00000 11232.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 615-06490 18.000 EACH| 97.00000 1746.00| 95.40000 1717.20| 132.00000 2376.00 RIGHT OF WAY MARKER | | | 0030 615-06527 1.000 EACH| 500.00000 500.00| 650.00000 650.00| 425.00000 425.00 MONUMENT, SECTION CORNER | | | 0031 616-02320 1848.000 m2 | 1.30000 2402.40| 1.80000 3326.40| 2.40000 4435.20 GEOTEXTILES | | | 0032 616-06405 1337.000 Mg | 20.00000 26740.00| 23.65000 31620.05| 25.70000 34360.90 RIPRAP, REVETMENT | | | 0033 617-95589 17.000 m | 400.00000 6800.00| 346.00000 5882.00| 236.00000 4012.00 EXPANSION JOINT, SS, SEAL | | | 0034 621-01004 2.000 EACH| 525.00000 1050.00| 700.00000 1400.00| 690.00000 1380.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01852 1901.000 m2 | 0.55000 1045.55| 0.88000 1672.88| 0.85000 1615.85 MULCHED SEEDING, GRASS, 2 | | | 0036 621-02468 80.000 kg | 9.50000 760.00| 12.61000 1008.80| 12.60000 1008.00 SEED MIXTURE, GRASS, 1 | | | 0037 621-06548 3.000 kg | 50.00000 150.00| 63.80000 191.40| 62.00000 186.00 SEED MIXTURE, CV | | | 0038 621-06559 3545.000 m2 | 0.40000 1418.00| 0.55000 1949.75| 0.55000 1949.75 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 500 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 707,420.89 ROUTE : CR 840S CALL ORDER : 500 CONTRACT ID : B -24704-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1616373 |(6) 35-1009310 |CLR, INC. |OXLEY, SAM & COMPANY |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06574 1003.000 m2 | 3.75000 3761.25| 4.00000 4012.00| 3.90000 3911.70 SODDING | | | 0040 622-52436 4.000 EACH| 20.00000 80.00| 26.40000 105.60| 29.00000 116.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 622-91786 115.000 EACH| 9.50000 1092.50| 12.88000 1481.20| 13.10000 1506.50 SEEDLING | | | 0042 701-51195 70.000 m | 100.00000 7000.00| 120.00000 8400.00| 136.00000 9520.00 PILE, STEEL H, HP 310 X 79 | | | 0043 701-91792 14.000 EACH| 225.00000 3150.00| 110.00000 1540.00| 127.00000 1778.00 PILE TIP, STEEL H | | | 0044 702-51005 165.100 m3 | 400.00000 66040.00| 479.00000 79082.90| 517.00000 85356.70 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 97.200 m3 | 240.00000 23328.00| 259.50000 25223.40| 643.00000 62499.60 CONCRETE, B, FOOTINGS | | | 0046 702-51110 292.000 kg | 10.00000 2920.00| 4.40000 1284.80| 7.20000 2102.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 703-03622 70.000 EACH| 20.00000 1400.00| 35.36000 2475.20| 22.30000 1561.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0048 703-51030 10016.000 kg | 1.42000 14222.72| 1.55000 15524.80| 1.48000 14823.68 REINFORCING STEEL | | | 0049 703-51032 25917.000 kg | 1.52000 39393.84| 1.03000 26694.51| 1.78000 46132.26 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 127.400 m3 | 550.00000 70070.00| 540.00000 68796.00| 594.00000 75675.60 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-05732 4.000 EACH| 1200.00000 4800.00| 3350.00000 13400.00| 1516.00000 6064.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0052 706-51020 23.000 m3 | 535.00000 12305.00| 520.00000 11960.00| 502.00000 11546.00 CONCRETE, C, RAILING | | | 0053 707-05983 183.000 m | 275.00000 50325.00| 258.00000 47214.00| 287.00000 52521.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0054 709-51821 LUMP| 3400.00000 3400.00| 3350.00000 3350.00| 3240.00000 3240.00 SURFACE SEAL | | | 0055 715-05019 13.000 m | 170.00000 2210.00| 210.00000 2730.00| 152.00000 1976.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0056 715-05169 34.000 m | 50.00000 1700.00| 120.00000 4080.00| 65.00000 2210.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05407 53.000 m | 16.00000 848.00| 19.00000 1007.00| 10.60000 561.80 PIPE, END BENT DRAIN, 150 mm | | | 0058 715-46005 4.000 EACH| 140.00000 560.00| 350.00000 1400.00| 345.00000 1380.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 500 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 707,420.89 ROUTE : CR 840S CALL ORDER : 500 CONTRACT ID : B -24704-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1616373 |(6) 35-1009310 |CLR, INC. |OXLEY, SAM & COMPANY |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-46040 2.000 EACH| 750.00000 1500.00| 600.00000 1200.00| 805.00000 1610.00 PIPE END SECTION, 900 mm | | | 0060 801-04308 5.000 EACH| 320.00000 1600.00| 318.00000 1590.00| 325.00000 1625.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 6.000 EACH| 210.00000 1260.00| 212.00000 1272.00| 95.00000 570.00 BARRICADE, IIIA | | | 0062 801-06606 4.000 EACH| 210.00000 840.00| 212.00000 848.00| 106.00000 424.00 BARRICADE, IIIB | | | 0063 801-06625 4.000 EACH| 125.00000 500.00| 96.80000 387.20| 106.00000 424.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 4.000 EACH| 140.00000 560.00| 106.00000 424.00| 110.00000 440.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 1000.00000 1000.00| 9500.00000 9500.00| 9500.00000 9500.00 MAINTAINING TRAFFIC | | | 0066 808-06713 701.000 m | 0.95000 665.95| 1.01000 708.01| 1.00000 701.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-06714 720.000 m | 0.95000 684.00| 1.01000 727.20| 1.00000 720.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 669,321.71| $ 688,145.90| $ 748,929.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 669,321.71| $ 688,145.90| $ 748,929.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,339.79 ROUTE : SR 9 CALL ORDER : 510 CONTRACT ID : B -24705-A COUNTIES : LAGRANGE LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0996009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 788,912.06 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 796,766.38 100.9955% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1690004 | |MCCOY, R.L., INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 800.00000 8000.00| 1290.00000 12900.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 16235.00000 16235.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39400.00000 39400.00| 44049.00000 44049.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21000.00000 21000.00| 8000.00000 8000.00| CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 1000.00000 1000.00| 100.00000 100.00| DEBRIS, REMOVE | | | 0006 202-51330 LUMP| 67500.00000 67500.00| 26265.06000 26265.06| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 432.000 m2 | 6.00000 2592.00| 6.50000 2808.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 966.000 m3 | 20.00000 19320.00| 13.50000 13041.00| EXCAVATION, COMMON | | | 0009 203-02070 1436.000 m3 | 20.00000 28720.00| 12.00000 17232.00| BORROW | | | 0010 203-51223 62.000 m3 | 40.00000 2480.00| 8.80000 545.60| EXCAVATION, WATERWAY | | | 0011 205-02224 89.000 m | 8.80000 783.20| 4.40000 391.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 36.000 m | 25.00000 900.00| 48.48000 1745.28| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 206-51230 105.000 m3 | 280.00000 29400.00| 100.00000 10500.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-06467 33.000 m3 | 24.00000 792.00| 90.20000 2976.60| AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,339.79 ROUTE : SR 9 CALL ORDER : 510 CONTRACT ID : B -24705-A COUNTIES : LAGRANGE LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1690004 | |MCCOY, R.L., INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-52308 1635.000 Mg | 14.00000 22890.00| 11.50000 18802.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05468 488.000 Mg | 40.00000 19520.00| 36.00000 17568.00| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 544.000 Mg | 48.00000 26112.00| 38.00000 20672.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 318.000 Mg | 56.00000 17808.00| 40.00000 12720.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 466.000 Mg | 45.00000 20970.00| 36.00000 16776.00| HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 1726.000 m2 | 2.70000 4660.20| 1.45000 2502.70| SEAL COAT, 2 | | | 0021 405-05518 1726.000 m2 | 0.10000 172.60| 0.50000 863.00| ASPHALT FOR PRIME COAT | | | 0022 406-05521 4419.000 m2 | 0.10000 441.90| 0.10000 441.90| ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1225.00000 4900.00| 1225.00000 4900.00| GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-94689 4.000 EACH| 3225.00000 12900.00| 3225.00000 12900.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-95203 4.000 EACH| 800.00000 3200.00| 800.00000 3200.00| GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0026 601-97774 1.000 EACH| 2125.00000 2125.00| 2125.00000 2125.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 143.000 m | 33.00000 4719.00| 33.00000 4719.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 601-99365 61.000 m | 27.00000 1647.00| 27.00000 1647.00| GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0029 602-06729 14.000 EACH| 5.50000 77.00| 7.00000 98.00| BARRIER DELINEATOR | | | 0030 610-05527 20.000 Mg | 70.00000 1400.00| 75.00000 1500.00| HMA FOR APPROACHES | | | 0031 610-06259 210.400 m2 | 65.00000 13676.00| 54.70000 11508.88| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 615-06500 2.000 EACH| 500.00000 1000.00| 435.00000 870.00| MONUMENT, A | | | 0033 616-02320 786.000 m2 | 2.50000 1965.00| 3.00000 2358.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,339.79 ROUTE : SR 9 CALL ORDER : 510 CONTRACT ID : B -24705-A COUNTIES : LAGRANGE LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1690004 | |MCCOY, R.L., INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-06405 695.000 Mg | 22.00000 15290.00| 22.45000 15602.75| RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 975.00000 1950.00| 975.00000 1950.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01882 22.000 kg | 30.00000 660.00| 30.00000 660.00| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0037 621-06545 0.500 Mg | 953.00000 476.50| 953.00000 476.50| FERTILIZER | | | 0038 621-06548 5.000 kg | 52.00000 260.00| 52.00000 260.00| SEED MIXTURE, CV | | | 0039 621-06553 83.000 kg | 11.80000 979.40| 11.80000 979.40| SEED MIXTURE, R | | | 0040 621-06565 3.000 Mg | 763.00000 2289.00| 763.00000 2289.00| MULCHING MATERIAL | | | 0041 621-06574 34.200 m2 | 62.00000 2120.40| 62.00000 2120.40| SODDING | | | 0042 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 200.000 EACH| 5.75000 1150.00| 5.75000 1150.00| SEEDLING | | | 0044 701-51195 760.600 m | 82.00000 62369.20| 88.55000 67351.13| PILE, STEEL H, HP 310 X 79 | | | 0045 702-51005 70.600 m3 | 400.00000 28240.00| 465.00000 32829.00| CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 8.000 m3 | 400.00000 3200.00| 700.00000 5600.00| CONCRETE, B, FOOTINGS | | | 0047 702-51110 584.000 kg | 7.00000 4088.00| 4.30000 2511.20| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0048 702-61005 LUMP| 400.00000 400.00| 965.00000 965.00| EXTENSION OF CAST IRON DRAIN | | | 0049 703-51030 6414.000 kg | 1.10000 7055.40| 1.83000 11737.62| REINFORCING STEEL | | | 0050 703-51032 29440.000 kg | 1.20000 35328.00| 1.30000 38272.00| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 179.900 m3 | 400.00000 71960.00| 470.00000 84553.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51020 19.000 m3 | 345.00000 6555.00| 650.00000 12350.00| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,339.79 ROUTE : SR 9 CALL ORDER : 510 CONTRACT ID : B -24705-A COUNTIES : LAGRANGE LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1690004 | |MCCOY, R.L., INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 707-05983 234.000 m | 200.00000 46800.00| 210.00000 49140.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0055 709-51821 LUMP| 3520.00000 3520.00| 3500.00000 3500.00| SURFACE SEAL | | | 0056 713-51335 LUMP| 85000.00000 85000.00| 146064.00000 146064.00| TEMPORARY BRIDGE AND APPROACHES | | | 0057 715-05407 40.000 m | 30.00000 1200.00| 20.50000 820.00| PIPE, END BENT DRAIN, 150 mm | | | 0058 801-04308 2.000 EACH| 425.00000 850.00| 425.00000 850.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06203 1088.000 m | 0.98000 1066.24| 0.98000 1066.24| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 1968.000 m | 3.44000 6769.92| 3.44000 6769.92| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06605 8.000 EACH| 219.00000 1752.00| 219.00000 1752.00| BARRICADE, IIIA | | | 0062 801-06640 17.000 EACH| 179.00000 3043.00| 179.00000 3043.00| CONSTRUCTION SIGN, A | | | 0063 801-06645 8.000 EACH| 50.00000 400.00| 50.00000 400.00| CONSTRUCTION SIGN, B | | | 0064 801-06649 37.000 EACH| 8.00000 296.00| 8.00000 296.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0065 804-06770 2.000 EACH| 8.00000 16.00| 8.00000 16.00| DELINEATOR POST | | | 0066 808-06703 660.000 m | 1.80000 1188.00| 1.80000 1188.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0067 808-06716 188.000 m | 2.95000 554.60| 2.95000 554.60| LINE, REMOVE | | | 0068 808-75240 82.500 m | 1.80000 148.50| 1.80000 148.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0069 808-75996 14.000 EACH| 20.00000 280.00| 11.00000 154.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 14.000 EACH| 49.00000 686.00| 49.00000 686.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 788,912.06| $ 796,766.38| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 788,912.06| $ 796,766.38| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,461.66 ROUTE : SR 234 CALL ORDER : 520 CONTRACT ID : B -24913-A COUNTIES : HANCOCK LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5430002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1954982 T C INCORPORATED REJECTED $ 279,864.00 100.0000% 2 35-2064912 B & P CONSTRUCTION AWARD $ 286,224.21 102.2726% 3 35-1212938 ATLAS EXCAVATING, INC. $ 294,206.97 105.1249% 4 35-1057871 SMOCK FANSLER CORPORATION $ 309,978.47 110.7603% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 335,116.07 119.7424% ==================================================================================================================================== |(1) 35-1954982 |(2) 35-2064912 |(3) 35-1212938 |T C INCORPORATED |B & P CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 1050.00000 6300.00| 750.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 4200.00000 4200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 4500.00000 4500.00| 23594.00000 23594.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1091.35000 1091.35| 7084.00000 7084.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 160.000 m | 15.00000 2400.00| 6.00000 960.00| 6.50000 1040.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 13500.00000 13500.00| 15460.00000 15460.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 2992.000 m2 | 3.00000 8976.00| 2.46000 7360.32| 2.30000 6881.60 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1737.330 m3 | 11.00000 19110.63| 11.19000 19440.72| 11.50000 19979.30 EXCAVATION, COMMON | | | 0009 205-02224 82.000 m | 11.00000 902.00| 10.30000 844.60| 12.50000 1025.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 44.000 m | 17.50000 770.00| 16.12000 709.28| 12.20000 536.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 12.000 m | 29.50000 354.00| 41.00000 492.00| 85.00000 1020.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 737.330 m3 | 14.00000 10322.62| 21.54000 15882.09| 29.00000 21382.57 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,461.66 ROUTE : SR 234 CALL ORDER : 520 CONTRACT ID : B -24913-A COUNTIES : HANCOCK LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1954982 |(2) 35-2064912 |(3) 35-1212938 |T C INCORPORATED |B & P CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 275.210 Mg | 50.00000 13760.50| 27.25000 7499.47| 17.00000 4678.57 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 78.800 Mg | 70.00000 5516.00| 61.20000 4822.56| 62.00000 4885.60 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 72.200 Mg | 70.00000 5054.00| 61.20000 4418.64| 62.00000 4476.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 236.600 Mg | 64.00000 15142.40| 56.51000 13370.27| 58.00000 13722.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 258.500 Mg | 57.00000 14734.50| 49.98000 12919.83| 51.00000 13183.50 HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05495 1042.000 Mg | 42.00000 43764.00| 37.03000 38585.26| 38.00000 39596.00 HMA WEDGE AND LEVEL | | | 0019 404-05514 957.200 m2 | 5.00000 4786.00| 4.69000 4489.27| 4.80000 4594.56 SEAL COAT, 5 | | | 0020 406-05521 2992.000 m2 | 0.15000 448.80| 0.16000 478.72| 0.20000 598.40 ASPHALT FOR TACK COAT | | | 0021 601-02636 15.240 m | 85.00000 1295.40| 57.12000 870.51| 47.00000 716.28 GUARDRAIL, W BEAM, NESTED | | | 0022 601-99105 198.120 m | 38.00000 7528.56| 35.70000 7072.88| 33.00000 6537.96 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 611-06497 1.000 EACH| 210.00000 210.00| 100.00000 100.00| 115.00000 115.00 MAILBOX ASSEMBLY, SINGLE | | | 0024 615-06490 8.000 EACH| 222.00000 1776.00| 112.20000 897.60| 110.00000 880.00 RIGHT OF WAY MARKER | | | 0025 615-06505 2.000 EACH| 640.00000 1280.00| 423.30000 846.60| 340.00000 680.00 MONUMENT, B | | | 0026 615-06530 1.000 EACH| 770.00000 770.00| 443.70000 443.70| 530.00000 530.00 POST, BENCHMARK | | | 0027 616-02320 320.000 m2 | 1.75000 560.00| 1.50000 480.00| 5.00000 1600.00 GEOTEXTILES | | | 0028 616-06405 531.200 Mg | 24.00000 12748.80| 17.54000 9317.25| 20.00000 10624.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 225.00000 225.00| 500.00000 500.00| 215.00000 215.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06553 3.000 kg | 110.00000 330.00| 98.80000 296.40| 100.00000 300.00 SEED MIXTURE, R | | | 0031 621-06567 200.000 kL | 0.50000 100.00| 0.50000 100.00| 0.60000 120.00 WATER | | | 0032 621-06574 1878.000 m2 | 4.00000 7512.00| 3.87000 7267.86| 3.90000 7324.20 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,461.66 ROUTE : SR 234 CALL ORDER : 520 CONTRACT ID : B -24913-A COUNTIES : HANCOCK LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1954982 |(2) 35-2064912 |(3) 35-1212938 |T C INCORPORATED |B & P CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06575 196.109 m2 | 4.00000 784.44| 3.87000 758.94| 3.90000 764.83 SODDING, NURSERY | | | 0034 714-26708 38.000 m | 1125.00000 42750.00| 1274.90000 48446.20| 1450.00000 55100.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0035 715-05048 2.000 m | 150.00000 300.00| 95.63000 191.26| 16.70000 33.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0036 715-05049 4.000 m | 75.00000 300.00| 55.63000 222.52| 17.80000 71.20 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0037 715-05051 16.000 m | 95.00000 1520.00| 20.86000 333.76| 21.00000 336.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0038 715-05052 8.000 m | 175.00000 1400.00| 75.16000 601.28| 26.00000 208.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0039 715-05208 2.000 m | 175.00000 350.00| 120.00000 240.00| 41.50000 83.00 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0040 715-05216 4.000 m | 300.00000 1200.00| 195.00000 780.00| 110.00000 440.00 PIPE, TYPE 4, CIRCULAR, 900 mm | | | 0041 801-06606 6.000 EACH| 70.00000 420.00| 62.40000 374.40| 75.00000 450.00 BARRICADE, IIIB | | | 0042 801-06625 13.000 EACH| 105.00000 1365.00| 93.60000 1216.80| 110.00000 1430.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 16.000 EACH| 64.00000 1024.00| 57.20000 915.20| 75.00000 1200.00 CONSTRUCTION SIGN, A | | | 0044 808-06713 880.000 m | 0.50000 440.00| 0.58000 510.40| 0.60000 528.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0045 808-75240 440.000 m | 1.00000 440.00| 1.12000 492.80| 1.15000 506.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0046 808-75996 37.000 EACH| 7.00000 259.00| 7.02000 259.74| 15.00000 555.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 37.000 EACH| 39.00000 1443.00| 34.84000 1289.08| 34.00000 1258.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0048 601-94689 4.000 EACH| 3800.00000 15200.00| 3672.00000 14688.00| 3200.00000 12800.00 GUARDRAIL END TREATMENT, OS | | | SECTION TOTALS | $ 279,864.00| $ 286,224.21| $ 294,206.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 279,864.00| $ 286,224.21| $ 294,206.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,461.66 ROUTE : SR 234 CALL ORDER : 520 CONTRACT ID : B -24913-A COUNTIES : HANCOCK LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-0918397 | |SMOCK FANSLER CORPORATION |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1100.00000 6600.00| 1850.00000 11100.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3600.00000 3600.00| 3700.00000 3700.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 16700.00000 16700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5500.00000 5500.00| 8200.00000 8200.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 160.000 m | 9.50000 1520.00| 11.40000 1824.00| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 18000.00000 18000.00| 13200.00000 13200.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 2992.000 m2 | 3.00000 8976.00| 6.00000 17952.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 1737.330 m3 | 21.00000 36483.93| 19.00000 33009.27| EXCAVATION, COMMON | | | 0009 205-02224 82.000 m | 6.00000 492.00| 9.90000 811.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 44.000 m | 10.00000 440.00| 15.50000 682.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 12.000 m | 33.00000 396.00| 6.00000 72.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 737.330 m3 | 31.00000 22857.23| 40.00000 29493.20| B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 275.210 Mg | 28.00000 7705.88| 21.00000 5779.41| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 78.800 Mg | 63.00000 4964.40| 61.00000 4806.80| HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 72.200 Mg | 63.00000 4548.60| 53.00000 3826.60| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 236.600 Mg | 59.00000 13959.40| 43.50000 10292.10| HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 258.500 Mg | 52.00000 13442.00| 43.50000 11244.75| HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05495 1042.000 Mg | 38.00000 39596.00| 38.50000 40117.00| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 520 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,461.66 ROUTE : SR 234 CALL ORDER : 520 CONTRACT ID : B -24913-A COUNTIES : HANCOCK LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-0918397 | |SMOCK FANSLER CORPORATION |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 404-05514 957.200 m2 | 5.00000 4786.00| 6.80000 6508.96| SEAL COAT, 5 | | | 0020 406-05521 2992.000 m2 | 0.17000 508.64| 0.85000 2543.20| ASPHALT FOR TACK COAT | | | 0021 601-02636 15.240 m | 47.25000 720.09| 56.00000 853.44| GUARDRAIL, W BEAM, NESTED | | | 0022 601-99105 198.120 m | 33.00000 6537.96| 35.00000 6934.20| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 611-06497 1.000 EACH| 120.00000 120.00| 200.00000 200.00| MAILBOX ASSEMBLY, SINGLE | | | 0024 615-06490 8.000 EACH| 103.00000 824.00| 110.00000 880.00| RIGHT OF WAY MARKER | | | 0025 615-06505 2.000 EACH| 400.00000 800.00| 415.00000 830.00| MONUMENT, B | | | 0026 615-06530 1.000 EACH| 600.00000 600.00| 435.00000 435.00| POST, BENCHMARK | | | 0027 616-02320 320.000 m2 | 3.00000 960.00| 4.00000 1280.00| GEOTEXTILES | | | 0028 616-06405 531.200 Mg | 22.00000 11686.40| 27.00000 14342.40| RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 210.00000 210.00| 200.00000 200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06553 3.000 kg | 100.00000 300.00| 95.00000 285.00| SEED MIXTURE, R | | | 0031 621-06567 200.000 kL | 0.75000 150.00| 0.50000 100.00| WATER | | | 0032 621-06574 1878.000 m2 | 4.00000 7512.00| 3.72000 6986.16| SODDING | | | 0033 621-06575 196.109 m2 | 4.00000 784.44| 3.72000 729.53| SODDING, NURSERY | | | 0034 714-26708 38.000 m | 1260.00000 47880.00| 1500.00000 57000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0035 715-05048 2.000 m | 25.00000 50.00| 60.00000 120.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0036 715-05049 4.000 m | 30.00000 120.00| 70.00000 280.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0037 715-05051 16.000 m | 60.00000 960.00| 80.00000 1280.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0038 715-05052 8.000 m | 80.00000 640.00| 140.00000 1120.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 520 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,461.66 ROUTE : SR 234 CALL ORDER : 520 CONTRACT ID : B -24913-A COUNTIES : HANCOCK LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-0918397 | |SMOCK FANSLER CORPORATION |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05208 2.000 m | 90.00000 180.00| 145.00000 290.00| PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0040 715-05216 4.000 m | 180.00000 720.00| 260.00000 1040.00| PIPE, TYPE 4, CIRCULAR, 900 mm | | | 0041 801-06606 6.000 EACH| 63.00000 378.00| 60.00000 360.00| BARRICADE, IIIB | | | 0042 801-06625 13.000 EACH| 95.00000 1235.00| 90.00000 1170.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 16.000 EACH| 59.00000 944.00| 55.00000 880.00| CONSTRUCTION SIGN, A | | | 0044 808-06713 880.000 m | 0.60000 528.00| 0.56000 492.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0045 808-75240 440.000 m | 1.15000 506.00| 1.08000 475.20| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0046 808-75996 37.000 EACH| 7.25000 268.25| 6.75000 249.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 37.000 EACH| 35.25000 1304.25| 33.50000 1239.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0048 601-94689 4.000 EACH| 3171.00000 12684.00| 3300.00000 13200.00| GUARDRAIL END TREATMENT, OS | | | SECTION TOTALS | $ 309,978.47| $ 335,116.07| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 309,978.47| $ 335,116.07| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 522 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 817,108.88 ROUTE : 61ST STREET CALL ORDER : 522 CONTRACT ID : B -24914-B COUNTIES : VIGO LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9984051 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 797,216.57 100.0000% 2 35-1801998 CLR, INC. $ 811,239.27 101.7589% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1801998 | |RAGLE, INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1000.00000 12000.00| 1450.00000 17400.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| 16000.00000 16000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39000.00000 39000.00| 40700.00000 40700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 12210.00000 12210.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 7000.00000 7000.00| 29300.00000 29300.00| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 540.000 m3 | 10.50000 5670.00| 15.50000 8370.00| EXCAVATION, COMMON | | | 0007 203-02070 14760.000 m3 | 11.00000 162360.00| 9.25000 136530.00| BORROW | | | 0008 205-02224 801.000 m | 5.00000 4005.00| 3.50000 2803.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 12.000 m | 12.50000 150.00| 80.00000 960.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 1.000 EACH| 90.00000 90.00| 150.00000 150.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 206-51225 159.000 m3 | 25.00000 3975.00| 25.00000 3975.00| EXCAVATION, DRY | | | 0012 206-51817 266.000 m2 | 225.00000 59850.00| 150.00000 39900.00| SHEET PILING, STEEL S=1,624,000 mm3/m | | | 0013 211-02060 107.000 m3 | 30.00000 3210.00| 37.00000 3959.00| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 522 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 817,108.88 ROUTE : 61ST STREET CALL ORDER : 522 CONTRACT ID : B -24914-B COUNTIES : VIGO LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1801998 | |RAGLE, INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-06467 16.000 m3 | 55.00000 880.00| 56.00000 896.00| AGGREGATE FOR END BENT BACKFILL | | | 0015 303-04075 216.000 Mg | 15.87000 3427.92| 22.00000 4752.00| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0016 303-52308 1469.000 Mg | 16.86000 24767.34| 19.50000 28645.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05473 371.000 Mg | 44.98000 16687.58| 49.75000 18457.25| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0018 402-05477 167.000 Mg | 49.64000 8289.88| 54.80000 9151.60| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 77.000 Mg | 56.62000 4359.74| 62.50000 4812.50| HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 429.000 m2 | 4.13000 1771.77| 4.13000 1771.77| SEAL COAT, 2 | | | 0021 405-05518 2765.000 m2 | 1.00000 2765.00| 1.00000 2765.00| ASPHALT FOR PRIME COAT | | | 0022 406-05521 2245.000 m2 | 0.26000 583.70| 0.29000 651.05| ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1110.00000 4440.00| 1225.00000 4900.00| GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-06037 4.000 EACH| 595.00000 2380.00| 650.00000 2600.00| GUARDRAIL END TREATMENT, I | | | 0025 601-99105 53.340 m | 45.00000 2400.30| 49.00000 2613.66| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06639 160.000 m | 90.00000 14400.00| 42.00000 6720.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06729 8.000 EACH| 7.00000 56.00| 7.75000 62.00| BARRIER DELINEATOR | | | 0028 605-06120 47.000 m | 65.00000 3055.00| 72.00000 3384.00| CURB, CONCRETE | | | 0029 605-94082 2.000 EACH| 550.00000 1100.00| 635.00000 1270.00| CURB TURNOUT, CONCRETE | | | 0030 610-05527 101.000 Mg | 87.15000 8802.15| 96.00000 9696.00| HMA FOR APPROACHES | | | 0031 610-06257 99.000 m2 | 60.00000 5940.00| 105.00000 10395.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 611-06497 3.000 EACH| 125.00000 375.00| 200.00000 600.00| MAILBOX ASSEMBLY, SINGLE | | | 0033 616-02320 188.000 m2 | 2.00000 376.00| 7.00000 1316.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 522 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 817,108.88 ROUTE : 61ST STREET CALL ORDER : 522 CONTRACT ID : B -24914-B COUNTIES : VIGO LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1801998 | |RAGLE, INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-06405 79.000 Mg | 25.00000 1975.00| 38.00000 3002.00| RIPRAP, REVETMENT | | | 0035 616-51367 296.000 m2 | 55.00000 16280.00| 75.00000 22200.00| SLOPEWALL, CONCRETE, 100 mm | | | 0036 621-01004 2.000 EACH| 900.00000 1800.00| 660.00000 1320.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.400 Mg | 607.00000 242.80| 770.00000 308.00| FERTILIZER | | | 0038 621-06548 5.100 kg | 48.50000 247.35| 53.00000 270.30| SEED MIXTURE, CV | | | 0039 621-06553 86.000 kg | 8.14000 700.04| 10.00000 860.00| SEED MIXTURE, R | | | 0040 621-06565 2.000 Mg | 467.00000 934.00| 465.00000 930.00| MULCHING MATERIAL | | | 0041 621-06567 23.200 kL | 0.53000 12.30| 0.55000 12.76| WATER | | | 0042 621-06574 49.000 m2 | 4.10000 200.90| 4.35000 213.15| SODDING | | | 0043 621-06575 1280.000 m2 | 4.10000 5248.00| 4.35000 5568.00| SODDING, NURSERY | | | 0044 701-96089 392.000 m | 115.00000 45080.00| 83.00000 32536.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0045 702-51005 69.800 m3 | 700.00000 48860.00| 655.00000 45719.00| CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 31.600 m3 | 400.00000 12640.00| 400.00000 12640.00| CONCRETE, B, FOOTINGS | | | 0047 702-51100 129.000 kg | 7.00000 903.00| 9.25000 1193.25| DRAIN PIPE, CAST IRON, 150 mm | | | 0048 702-51110 438.000 kg | 7.00000 3066.00| 5.10000 2233.80| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0049 703-51030 9872.000 kg | 1.30000 12833.60| 1.64000 16190.08| REINFORCING STEEL | | | 0050 703-51032 19546.000 kg | 1.50000 29319.00| 1.74000 34010.04| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 122.200 m3 | 675.00000 82485.00| 710.00000 86762.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1200.00000 4800.00| 1000.00000 4000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51020 22.400 m3 | 334.00000 7481.60| 525.00000 11760.00| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 522 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 817,108.88 ROUTE : 61ST STREET CALL ORDER : 522 CONTRACT ID : B -24914-B COUNTIES : VIGO LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1801998 | |RAGLE, INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 707-05983 183.600 m | 375.00000 68850.00| 300.00000 55080.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0055 709-51821 LUMP| 3000.00000 3000.00| 3250.00000 3250.00| SURFACE SEAL | | | 0056 715-05169 12.000 m | 70.00000 840.00| 70.00000 840.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05407 20.000 m | 40.00000 800.00| 23.00000 460.00| PIPE, END BENT DRAIN, 150 mm | | | 0058 715-46005 2.000 EACH| 250.00000 500.00| 275.00000 550.00| PIPE END SECTION, 375 mm | | | 0059 801-04308 6.000 EACH| 440.00000 2640.00| 485.00000 2910.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06605 4.000 EACH| 137.00000 548.00| 150.00000 600.00| BARRICADE, IIIA | | | 0061 801-06606 8.000 EACH| 142.00000 1136.00| 155.00000 1240.00| BARRICADE, IIIB | | | 0062 801-06640 14.000 EACH| 120.00000 1680.00| 130.00000 1820.00| CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP| 7000.00000 7000.00| 34000.00000 34000.00| MAINTAINING TRAFFIC | | | 0064 802-76025 2.673 m2 | 200.00000 534.60| 220.00000 588.06| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76055 20.000 m | 19.00000 380.00| 21.00000 420.00| SIGN POST, A | | | 0066 804-06725 2.000 EACH| 16.00000 32.00| 18.00000 36.00| DELINEATOR WITH POST, D1, 75 mm | | | SECTION TOTALS | $ 797,216.57| $ 811,239.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 797,216.57| $ 811,239.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 526 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,325.00 ROUTE : ROYAL STREET CALL ORDER : 526 CONTRACT ID : B -24918-B COUNTIES : BOONE LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9906016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 506,232.82 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 516,508.78 102.0298% 3 35-1212938 ATLAS EXCAVATING, INC. $ 566,853.59 111.9748% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1381845 |(3) 35-1212938 |YARDBERRY LANDSCAPE |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1300.00000 7800.00| 1500.00000 9000.00| 750.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6800.00000 6800.00| 8000.00000 8000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 28500.00000 28500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 7000.00000 7000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 86000.00000 86000.00| 40000.00000 40000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-91385 3.000 EACH| 500.00000 1500.00| 100.00000 300.00| 210.00000 630.00 INLET, REMOVE | | | 0007 203-02000 141.000 m3 | 18.00000 2538.00| 30.00000 4230.00| 31.00000 4371.00 EXCAVATION, COMMON | | | 0008 205-02224 130.000 m | 7.50000 975.00| 8.05000 1046.50| 7.50000 975.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02236 1.000 EACH| 250.00000 250.00| 60.00000 60.00| 200.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-02237 6.000 EACH| 75.00000 450.00| 60.00000 360.00| 85.00000 510.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 211-02060 878.000 m3 | 24.00000 21072.00| 22.00000 19316.00| 26.00000 22828.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 384.000 Mg | 21.00000 8064.00| 22.00000 8448.00| 20.00000 7680.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05468 156.100 Mg | 45.00000 7024.50| 51.90000 8101.59| 54.00000 8429.40 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 526 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,325.00 ROUTE : ROYAL STREET CALL ORDER : 526 CONTRACT ID : B -24918-B COUNTIES : BOONE LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1381845 |(3) 35-1212938 |YARDBERRY LANDSCAPE |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05473 107.400 Mg | 55.00000 5907.00| 51.75000 5557.95| 63.00000 6766.20 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0015 402-05477 48.800 Mg | 58.00000 2830.40| 66.20000 3230.56| 85.00000 4148.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 405-05518 651.000 m2 | 2.00000 1302.00| 2.00000 1302.00| 1.15000 748.65 ASPHALT FOR PRIME COAT | | | 0017 406-05521 1302.000 m2 | 0.75000 976.50| 0.42000 546.84| 0.55000 716.10 ASPHALT FOR TACK COAT | | | 0018 604-06069 51.800 m2 | 45.00000 2331.00| 45.00000 2331.00| 33.00000 1709.40 CURB RAMP, CONCRETE | | | 0019 604-91531 220.000 m2 | 35.00000 7700.00| 24.00000 5280.00| 26.00000 5720.00 SIDEWALK, CONCRETE, 100 mm | | | 0020 605-52807 140.500 m | 45.00000 6322.50| 56.00000 7868.00| 45.00000 6322.50 CURB AND GUTTER, COMBINED | | | 0021 611-05330 117.700 m2 | 40.00000 4708.00| 42.00000 4943.40| 48.00000 5649.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0022 615-06515 1.000 EACH| 425.00000 425.00| 200.00000 200.00| 425.00000 425.00 MONUMENT, D | | | 0023 616-02320 446.000 m2 | 3.50000 1561.00| 3.60000 1605.60| 4.80000 2140.80 GEOTEXTILES | | | 0024 616-06405 515.000 Mg | 25.00000 12875.00| 24.00000 12360.00| 22.00000 11330.00 RIPRAP, REVETMENT | | | 0025 616-06450 105.000 m2 | 59.00000 6195.00| 100.00000 10500.00| 45.00000 4725.00 RIPRAP, PRECAST CONCRETE | | | 0026 621-06567 6.400 kL | 1.00000 6.40| 0.55000 3.52| 0.60000 3.84 WATER | | | 0027 621-06575 354.000 m2 | 6.00000 2124.00| 10.50000 3717.00| 9.50000 3363.00 SODDING, NURSERY | | | 0028 706-91664 46.000 m | 350.00000 16100.00| 345.00000 15870.00| 350.00000 16100.00 PIPE RAILING | | | 0029 714-02544 4.000 EACH| 11000.00000 44000.00| 10150.00000 40600.00| 8810.00000 35240.00 WINGWALL, PRECAST CONCRETE | | | 0030 714-04733 30.000 m | 6720.00000 201600.00| 8275.00000 248250.00| 11000.00000 330000.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, , 9754 mm X 3658 mm | | | 0031 715-04629 2.000 EACH| 200.00000 400.00| 50.00000 100.00| 300.00000 600.00 PIPE ANIMAL GUARDS | | | 0032 715-05574 1.000 m | 110.00000 110.00| 200.00000 200.00| 390.00000 390.00 PIPE, 300 mm | | | 0033 715-05575 60.600 m | 50.00000 3030.00| 80.00000 4848.00| 140.00000 8484.00 PIPE, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 526 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,325.00 ROUTE : ROYAL STREET CALL ORDER : 526 CONTRACT ID : B -24918-B COUNTIES : BOONE LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1381845 |(3) 35-1212938 |YARDBERRY LANDSCAPE |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-46005 2.000 EACH| 275.00000 550.00| 250.00000 500.00| 200.00000 400.00 PIPE END SECTION, 375 mm | | | 0035 720-44000 1.000 EACH| 1100.00000 1100.00| 200.00000 200.00| 300.00000 300.00 CASTING, ADJUST TO GRADE | | | 0036 720-45030 1.000 EACH| 1700.00000 1700.00| 1000.00000 1000.00| 900.00000 900.00 INLET, E7 | | | 0037 720-45045 3.000 EACH| 1700.00000 5100.00| 1250.00000 3750.00| 900.00000 2700.00 INLET, J10 | | | 0038 720-45055 3.000 EACH| 1850.00000 5550.00| 1450.00000 4350.00| 900.00000 2700.00 INLET, M10 | | | 0039 801-04308 6.000 EACH| 320.00000 1920.00| 260.00000 1560.00| 250.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 12.000 EACH| 85.00000 1020.00| 90.00000 1080.00| 95.00000 1140.00 BARRICADE, IIIA | | | 0041 801-06606 8.000 EACH| 120.00000 960.00| 100.00000 800.00| 110.00000 880.00 BARRICADE, IIIB | | | 0042 801-06625 8.000 EACH| 83.00000 664.00| 103.50000 828.00| 100.00000 800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 10.000 EACH| 75.00000 750.00| 78.00000 780.00| 85.00000 850.00 CONSTRUCTION SIGN, A | | | 0044 802-76025 1.716 m2 | 220.00000 377.52| 395.00000 677.82| 225.00000 386.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 802-76055 24.000 m | 15.00000 360.00| 24.00000 576.00| 14.00000 336.00 SIGN POST, A | | | 0046 808-06726 6.000 m | 16.00000 96.00| 7.70000 46.20| 62.00000 372.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0047 808-75100 24.000 m | 4.50000 108.00| 7.70000 184.80| 16.00000 384.00 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | SECTION TOTALS | $ 506,232.82| $ 516,508.78| $ 566,853.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 506,232.82| $ 516,508.78| $ 566,853.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B336005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,873,881.54 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 1,918,988.14 102.4071% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,041,791.93 108.9605% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,047,873.47 109.2851% 5 35-1447641 STRUCTURE CONTRACTORS $ 2,113,826.75 112.8047% 6 35-1212938 ATLAS EXCAVATING, INC. $ 2,175,757.29 116.1096% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 2,219,007.70 118.4177% 8 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 2,276,698.12 121.4963% 9 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 2,292,624.19 122.3462% 10 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,566,866.35 136.9812% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 2600.00000 20800.00| 1400.00000 11200.00| 2000.00000 16000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 93600.00000 93600.00| 95900.00000 95900.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 10000.00000 10000.00| 500.00000 500.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0004 202-02240 189.400 m2 | 27.00000 5113.80| 20.00000 3788.00| 37.00000 7007.80 PAVEMENT, REMOVE | | | 0005 202-02241 252.000 m | 9.20000 2318.40| 10.70000 2696.40| 9.60000 2419.20 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 60000.00000 60000.00| 85915.00000 85915.00| 263000.00000 263000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60822 284.000 m2 | 8.00000 2272.00| 2.60000 738.40| 7.50000 2130.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 202-96479 32.000 EACH| 18.00000 576.00| 1.00000 32.00| 20.00000 640.00 BOLT, REMOVE | | | 0009 203-02070 450.000 m3 | 18.00000 8100.00| 20.00000 9000.00| 25.00000 11250.00 BORROW | | | 0010 205-02224 515.000 m | 5.55000 2858.25| 6.45000 3321.75| 5.80000 2987.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 206-51220 493.000 m3 | 145.00000 71485.00| 137.41000 67743.13| 36.00000 17748.00 EXCAVATION, WET | | | 0012 206-51225 214.000 m3 | 82.00000 17548.00| 16.00000 3424.00| 31.00000 6634.00 EXCAVATION, DRY | | | 0013 211-06467 90.000 m3 | 36.00000 3240.00| 30.00000 2700.00| 80.00000 7200.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 213-52830 4.000 m3 | 114.00000 456.00| 150.00000 600.00| 227.00000 908.00 FLOWABLE MORTAR | | | 0015 303-52308 147.800 Mg | 25.00000 3695.00| 30.00000 4434.00| 37.00000 5468.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 406-05521 3852.000 m2 | 0.27000 1040.04| 0.06000 231.12| 0.06000 231.12 ASPHALT FOR TACK COAT | | | 0017 502-06329 190.600 m2 | 65.00000 12389.00| 66.00000 12579.60| 75.00000 14295.00 PCCP, 300 mm | | | 0018 503-03489 50.000 EACH| 21.00000 1050.00| 8.50000 425.00| 10.00000 500.00 RETROFITTED TIE BARS | | | 0019 503-05310 31.200 m | 308.00000 9609.60| 328.00000 10233.60| 390.00000 12168.00 TERMINAL JOINT | | | 0020 601-02205 4.000 EACH| 500.00000 2000.00| 580.00000 2320.00| 526.00000 2104.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0021 601-02206 170.600 m | 8.00000 1364.80| 9.28000 1583.17| 8.41000 1434.75 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0022 601-02634 4.000 EACH| 475.00000 1900.00| 551.00000 2204.00| 500.00000 2000.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0023 601-04746 2.000 EACH| 10650.00000 21300.00| 12354.00000 24708.00| 11180.00000 22360.00 ENERGY ABSORBING TERMINAL, CZ | | | 0024 602-06639 603.560 m | 69.50000 41947.42| 86.59000 52262.26| 80.00000 48284.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 604-06070 26.800 m2 | 34.00000 911.20| 38.00000 1018.40| 85.00000 2278.00 SIDEWALK, CONCRETE | | | 0026 605-06100 26.800 m | 79.00000 2117.20| 30.00000 804.00| 70.00000 1876.00 CURB, INTEGRAL, C, CONCRETE | | | 0027 610-05527 774.900 Mg | 58.00000 44944.20| 58.70000 45486.63| 58.95000 45680.36 HMA FOR APPROACHES | | | 0028 610-06259 224.600 m2 | 80.00000 17968.00| 66.00000 14823.60| 80.00000 17968.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 336.000 m2 | 3.75000 1260.00| 2.00000 672.00| 3.00000 1008.00 GEOTEXTILES | | | 0030 616-06405 116.600 Mg | 28.60000 3334.76| 30.00000 3498.00| 29.00000 3381.40 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 619-05926 LUMP| 700.00000 700.00| 11600.00000 11600.00| 10000.00000 10000.00 ENVIRONMENTAL CONTROL 1 | | | 0032 619-51859 LUMP| 44000.00000 44000.00| 34800.00000 34800.00| 40000.00000 40000.00 PAINT STEEL BRIDGE | | | 0033 619-61000 LUMP| 142000.00000 142000.00| 133980.00000 133980.00| 150000.00000 150000.00 CLEAN STEEL BRIDGE | | | 0034 621-01004 2.000 EACH| 650.00000 1300.00| 750.00000 1500.00| 680.00000 1360.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06560 2000.000 m2 | 1.10000 2200.00| 1.28000 2560.00| 1.15000 2300.00 MULCHED SEEDING, U | | | 0036 701-51190 354.400 m | 107.00000 37920.80| 92.50000 32782.00| 85.00000 30124.00 PILE, STEEL H, HP 250 X 62 | | | 0037 701-91792 46.000 EACH| 54.00000 2484.00| 82.82000 3809.72| 100.00000 4600.00 PILE TIP, STEEL H | | | 0038 702-51005 220.800 m3 | 468.00000 103334.40| 385.18000 85047.74| 450.00000 99360.00 CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51015 39.400 m3 | 300.00000 11820.00| 345.00000 13593.00| 230.00000 9062.00 CONCRETE, B, FOOTINGS | | | 0040 702-51046 57.000 m3 | 171.00000 9747.00| 213.82000 12187.74| 200.00000 11400.00 CONCRETE, FOUNDATION SEAL | | | 0041 702-51110 1219.400 kg | 5.50000 6706.70| 4.44000 5414.14| 5.00000 6097.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0042 702-51863 1381.000 EACH| 18.00000 24858.00| 5.00000 6905.00| 6.00000 8286.00 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 14184.000 kg | 1.17000 16595.28| 1.09000 15460.56| 1.15000 16311.60 REINFORCING STEEL | | | 0044 703-51032 96901.000 kg | 1.19000 115312.19| 1.27000 123064.27| 1.25000 121126.25 REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 408.000 EACH| 13.00000 5304.00| 10.82000 4414.56| 12.00000 4896.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 422.900 m3 | 430.00000 181847.00| 362.79000 153423.89| 450.00000 190305.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-51020 125.100 m3 | 516.00000 64551.60| 1202.00000 150370.20| 950.00000 118845.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 11665.00000 11665.00| 13282.00000 13282.00| 12000.00000 12000.00 SURFACE SEAL | | | 0049 711-51038 LUMP| 243850.00000 243850.00| 292000.00000 292000.00| 232500.00000 232500.00 STRUCTURAL STEEL | | | 0050 711-51864 248.000 EACH| 12.00000 2976.00| 13.92000 3452.16| 13.00000 3224.00 DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05407 52.800 m | 27.00000 1425.60| 20.00000 1056.00| 20.00000 1056.00 PIPE, END BENT DRAIN, 150 mm | | | 0052 715-91361 19.600 m | 120.00000 2352.00| 124.64000 2442.94| 375.00000 7350.00 PIPE, PVC, 150 mm | | | 0053 722-51401 20.000 m2 | 390.00000 7800.00| 161.00000 3220.00| 600.00000 12000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0054 722-51842 3782.000 m2 | 40.00000 151280.00| 45.87000 173480.34| 41.00000 155062.00 BRIDGE DECK OVERLAY | | | 0055 722-51846 42.700 m3 | 395.00000 16866.50| 395.00000 16866.50| 395.00000 16866.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0056 722-51852 621.000 m2 | 146.75000 91131.75| 72.31000 44904.51| 57.00000 35397.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0057 722-60824 3104.000 m2 | 7.00000 21728.00| 4.05000 12571.20| 3.75000 11640.00 SURFACE MILLING | | | 0058 724-51925 36.700 m | 350.00000 12845.00| 328.00000 12037.60| 330.00000 12111.00 STRUCTURAL EXPANSION JOINT, SS | | | 0059 801-06207 5700.000 m | 3.00000 17100.00| 3.48000 19836.00| 3.00000 17100.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0060 801-06640 15.000 EACH| 100.00000 1500.00| 116.00000 1740.00| 106.00000 1590.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 2.000 EACH| 35.00000 70.00| 41.00000 82.00| 37.00000 74.00 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 15000.00000 15000.00| 17086.00000 17086.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0063 804-06770 2.000 EACH| 18.00000 36.00| 20.00000 40.00| 19.00000 38.00 DELINEATOR POST | | | 0064 805-01842 2.000 EACH| 871.83000 1743.66| 1011.00000 2022.00| 915.00000 1830.00 HANDHOLE, SIGNAL | | | 0065 805-02662 2.000 EACH| 273.68000 547.36| 320.00000 640.00| 290.00000 580.00 AERIAL DISCONNECT | | | 0066 805-03596 380.000 m | 10.40000 3952.00| 12.00000 4560.00| 11.00000 4180.00 SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0067 805-06592 623.000 m | 32.51000 20253.73| 37.71000 23493.33| 34.15000 21275.45 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0068 808-06713 1026.000 m | 0.25000 256.50| 0.29000 297.54| 0.25000 256.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 1026.000 m | 0.25000 256.50| 0.29000 297.54| 0.25000 256.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 1730.000 m | 1.31000 2266.30| 1.52000 2629.60| 1.37000 2370.10 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 105-06845 LUMP| 11100.00000 11100.00| 15196.00000 15196.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 1,873,881.54| $ 1,918,988.14| $ 2,041,791.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,873,881.54| $ 1,918,988.14| $ 2,041,791.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1447641 |(6) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1400.00000 11200.00| 950.00000 7600.00| 750.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 100000.00000 100000.00| 106000.00000 106000.00| 110000.00000 110000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0004 202-02240 189.400 m2 | 30.00000 5682.00| 40.00000 7576.00| 22.00000 4166.80 PAVEMENT, REMOVE | | | 0005 202-02241 252.000 m | 9.20000 2318.40| 9.20000 2318.40| 9.50000 2394.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 95000.00000 95000.00| 150000.00000 150000.00| 215000.00000 215000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60822 284.000 m2 | 4.00000 1136.00| 5.00000 1420.00| 3.10000 880.40 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 202-96479 32.000 EACH| 26.00000 832.00| 20.00000 640.00| 11.00000 352.00 BOLT, REMOVE | | | 0009 203-02070 450.000 m3 | 30.00000 13500.00| 28.00000 12600.00| 13.50000 6075.00 BORROW | | | 0010 205-02224 515.000 m | 5.55000 2858.25| 6.00000 3090.00| 6.50000 3347.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 206-51220 493.000 m3 | 70.00000 34510.00| 88.00000 43384.00| 120.00000 59160.00 EXCAVATION, WET | | | 0012 206-51225 214.000 m3 | 30.00000 6420.00| 28.00000 5992.00| 35.00000 7490.00 EXCAVATION, DRY | | | 0013 211-06467 90.000 m3 | 40.00000 3600.00| 35.00000 3150.00| 51.00000 4590.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 213-52830 4.000 m3 | 175.00000 700.00| 110.00000 440.00| 260.00000 1040.00 FLOWABLE MORTAR | | | 0015 303-52308 147.800 Mg | 30.00000 4434.00| 25.00000 3695.00| 21.00000 3103.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 406-05521 3852.000 m2 | 0.06000 231.12| 0.05000 192.60| 0.10000 385.20 ASPHALT FOR TACK COAT | | | 0017 502-06329 190.600 m2 | 65.00000 12389.00| 60.00000 11436.00| 58.00000 11054.80 PCCP, 300 mm | | | 0018 503-03489 50.000 EACH| 20.00000 1000.00| 25.00000 1250.00| 25.00000 1250.00 RETROFITTED TIE BARS | | | 0019 503-05310 31.200 m | 550.00000 17160.00| 300.00000 9360.00| 310.00000 9672.00 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1447641 |(6) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-02205 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 530.00000 2120.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0021 601-02206 170.600 m | 8.00000 1364.80| 8.00000 1364.80| 8.50000 1450.10 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0022 601-02634 4.000 EACH| 475.00000 1900.00| 475.00000 1900.00| 500.00000 2000.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0023 601-04746 2.000 EACH| 10650.00000 21300.00| 11000.00000 22000.00| 11200.00000 22400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0024 602-06639 603.560 m | 70.00000 42249.20| 50.00000 30178.00| 96.00000 57941.76 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 604-06070 26.800 m2 | 45.00000 1206.00| 80.00000 2144.00| 75.00000 2010.00 SIDEWALK, CONCRETE | | | 0026 605-06100 26.800 m | 50.00000 1340.00| 60.00000 1608.00| 42.00000 1125.60 CURB, INTEGRAL, C, CONCRETE | | | 0027 610-05527 774.900 Mg | 67.00000 51918.30| 45.00000 34870.50| 55.00000 42619.50 HMA FOR APPROACHES | | | 0028 610-06259 224.600 m2 | 80.00000 17968.00| 65.00000 14599.00| 56.00000 12577.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 336.000 m2 | 3.00000 1008.00| 3.00000 1008.00| 5.60000 1881.60 GEOTEXTILES | | | 0030 616-06405 116.600 Mg | 30.00000 3498.00| 30.00000 3498.00| 23.00000 2681.80 RIPRAP, REVETMENT | | | 0031 619-05926 LUMP| 10000.00000 10000.00| 3100.00000 3100.00| 11000.00000 11000.00 ENVIRONMENTAL CONTROL 1 | | | 0032 619-51859 LUMP| 30000.00000 30000.00| 12000.00000 12000.00| 42500.00000 42500.00 PAINT STEEL BRIDGE | | | 0033 619-61000 LUMP| 115000.00000 115000.00| 170000.00000 170000.00| 130000.00000 130000.00 CLEAN STEEL BRIDGE | | | 0034 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06560 2000.000 m2 | 1.10000 2200.00| 1.50000 3000.00| 1.20000 2400.00 MULCHED SEEDING, U | | | 0036 701-51190 354.400 m | 130.00000 46072.00| 105.00000 37212.00| 135.00000 47844.00 PILE, STEEL H, HP 250 X 62 | | | 0037 701-91792 46.000 EACH| 130.00000 5980.00| 40.00000 1840.00| 110.00000 5060.00 PILE TIP, STEEL H | | | 0038 702-51005 220.800 m3 | 650.00000 143520.00| 450.00000 99360.00| 435.00000 96048.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1447641 |(6) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 702-51015 39.400 m3 | 1000.00000 39400.00| 400.00000 15760.00| 400.00000 15760.00 CONCRETE, B, FOOTINGS | | | 0040 702-51046 57.000 m3 | 250.00000 14250.00| 300.00000 17100.00| 280.00000 15960.00 CONCRETE, FOUNDATION SEAL | | | 0041 702-51110 1219.400 kg | 7.00000 8535.80| 8.00000 9755.20| 3.70000 4511.78 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0042 702-51863 1381.000 EACH| 12.00000 16572.00| 12.00000 16572.00| 8.30000 11462.30 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 14184.000 kg | 1.25000 17730.00| 1.50000 21276.00| 1.20000 17020.80 REINFORCING STEEL | | | 0044 703-51032 96901.000 kg | 1.35000 130816.35| 1.75000 169576.75| 1.35000 130816.35 REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 408.000 EACH| 15.00000 6120.00| 12.00000 4896.00| 15.00000 6120.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 422.900 m3 | 475.00000 200877.50| 450.00000 190305.00| 385.00000 162816.50 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-51020 125.100 m3 | 500.00000 62550.00| 750.00000 93825.00| 950.00000 118845.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 15000.00000 15000.00| 14000.00000 14000.00| 14500.00000 14500.00 SURFACE SEAL | | | 0049 711-51038 LUMP| 285000.00000 285000.00| 330000.00000 330000.00| 345000.00000 345000.00 STRUCTURAL STEEL | | | 0050 711-51864 248.000 EACH| 30.00000 7440.00| 15.00000 3720.00| 15.00000 3720.00 DRILLED HOLE | | | 0051 715-05407 52.800 m | 18.00000 950.40| 15.00000 792.00| 28.00000 1478.40 PIPE, END BENT DRAIN, 150 mm | | | 0052 715-91361 19.600 m | 45.00000 882.00| 200.00000 3920.00| 185.00000 3626.00 PIPE, PVC, 150 mm | | | 0053 722-51401 20.000 m2 | 325.00000 6500.00| 216.00000 4320.00| 300.00000 6000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0054 722-51842 3782.000 m2 | 65.00000 245830.00| 50.00000 189100.00| 46.00000 173972.00 BRIDGE DECK OVERLAY | | | 0055 722-51846 42.700 m3 | 395.00000 16866.50| 395.00000 16866.50| 395.00000 16866.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0056 722-51852 621.000 m2 | 80.00000 49680.00| 70.00000 43470.00| 110.00000 68310.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0057 722-60824 3104.000 m2 | 2.25000 6984.00| 5.00000 15520.00| 3.10000 9622.40 SURFACE MILLING | | | 0058 724-51925 36.700 m | 380.00000 13946.00| 400.00000 14680.00| 265.00000 9725.50 STRUCTURAL EXPANSION JOINT, SS | | | 0059 801-06207 5700.000 m | 2.75000 15675.00| 3.00000 17100.00| 2.90000 16530.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1447641 |(6) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06640 15.000 EACH| 150.00000 2250.00| 100.00000 1500.00| 145.00000 2175.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 2.000 EACH| 50.00000 100.00| 35.00000 70.00| 47.00000 94.00 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0063 804-06770 2.000 EACH| 18.00000 36.00| 25.00000 50.00| 19.00000 38.00 DELINEATOR POST | | | 0064 805-01842 2.000 EACH| 875.00000 1750.00| 650.00000 1300.00| 915.00000 1830.00 HANDHOLE, SIGNAL | | | 0065 805-02662 2.000 EACH| 275.00000 550.00| 320.00000 640.00| 285.00000 570.00 AERIAL DISCONNECT | | | 0066 805-03596 380.000 m | 10.40000 3952.00| 4.10000 1558.00| 11.00000 4180.00 SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0067 805-06592 623.000 m | 32.55000 20278.65| 40.00000 24920.00| 34.00000 21182.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0068 808-06713 1026.000 m | 0.60000 615.60| 0.25000 256.50| 0.65000 666.90 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 1026.000 m | 0.60000 615.60| 0.25000 256.50| 0.65000 666.90 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 1730.000 m | 2.50000 4325.00| 1.50000 2595.00| 2.15000 3719.50 LINE, REMOVE | | | 0071 105-06845 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 2,047,873.47| $ 2,113,826.75| $ 2,175,757.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,047,873.47| $ 2,113,826.75| $ 2,175,757.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 |(9) 35-0906416 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1500.00000 12000.00| 1500.00000 12000.00| 1244.49120 9955.93 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 110000.00000 110000.00| 113000.00000 113000.00| 114689.33000 114689.33 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 22000.00000 22000.00| 21000.00000 21000.00| 3473.00000 3473.00 CLEARING RIGHT OF WAY | | | 0004 202-02240 189.400 m2 | 46.00000 8712.40| 30.00000 5682.00| 19.17080 3630.95 PAVEMENT, REMOVE | | | 0005 202-02241 252.000 m | 10.00000 2520.00| 10.00000 2520.00| 12.47440 3143.55 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 219385.00000 219385.00| 185000.00000 185000.00| 157344.72000 157344.72 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60822 284.000 m2 | 4.25000 1207.00| 3.50000 994.00| 5.43170 1542.60 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 202-96479 32.000 EACH| 20.00000 640.00| 19.00000 608.00| 12.50040 400.01 BOLT, REMOVE | | | 0009 203-02070 450.000 m3 | 20.00000 9000.00| 10.00000 4500.00| 13.45280 6053.76 BORROW | | | 0010 205-02224 515.000 m | 5.60000 2884.00| 6.00000 3090.00| 5.81000 2992.15 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 206-51220 493.000 m3 | 26.00000 12818.00| 60.00000 29580.00| 35.28940 17397.67 EXCAVATION, WET | | | 0012 206-51225 214.000 m3 | 26.00000 5564.00| 45.00000 9630.00| 22.84360 4888.53 EXCAVATION, DRY | | | 0013 211-06467 90.000 m3 | 48.00000 4320.00| 75.00000 6750.00| 86.21310 7759.18 AGGREGATE FOR END BENT BACKFILL | | | 0014 213-52830 4.000 m3 | 195.00000 780.00| 240.00000 960.00| 298.02950 1192.12 FLOWABLE MORTAR | | | 0015 303-52308 147.800 Mg | 30.00000 4434.00| 45.00000 6651.00| 25.64460 3790.27 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 406-05521 3852.000 m2 | 0.05000 192.60| 0.06000 231.12| 0.52320 2015.37 ASPHALT FOR TACK COAT | | | 0017 502-06329 190.600 m2 | 88.50000 16868.10| 90.00000 17154.00| 69.84800 13313.03 PCCP, 300 mm | | | 0018 503-03489 50.000 EACH| 26.00000 1300.00| 20.00000 1000.00| 15.95130 797.57 RETROFITTED TIE BARS | | | 0019 503-05310 31.200 m | 500.00000 15600.00| 350.00000 10920.00| 366.50060 11434.82 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 |(9) 35-0906416 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-02205 4.000 EACH| 500.00000 2000.00| 525.00000 2100.00| 1145.87000 4583.48 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0021 601-02206 170.600 m | 8.00000 1364.80| 8.25000 1407.45| 41.01180 6996.61 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0022 601-02634 4.000 EACH| 475.00000 1900.00| 500.00000 2000.00| 625.02000 2500.08 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0023 601-04746 2.000 EACH| 15000.00000 30000.00| 7500.00000 15000.00| 7656.49500 15312.99 ENERGY ABSORBING TERMINAL, CZ | | | 0024 602-06639 603.560 m | 90.00000 54320.40| 80.00000 48284.80| 46.32610 27960.58 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 604-06070 26.800 m2 | 86.00000 2304.80| 60.00000 1608.00| 56.86210 1523.90 SIDEWALK, CONCRETE | | | 0026 605-06100 26.800 m | 72.00000 1929.60| 60.00000 1608.00| 64.57650 1730.65 CURB, INTEGRAL, C, CONCRETE | | | 0027 610-05527 774.900 Mg | 45.00000 34870.50| 63.00000 48818.70| 72.34080 56056.89 HMA FOR APPROACHES | | | 0028 610-06259 224.600 m2 | 96.00000 21561.60| 90.00000 20214.00| 70.71150 15881.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 336.000 m2 | 2.75000 924.00| 8.50000 2856.00| 3.34160 1122.78 GEOTEXTILES | | | 0030 616-06405 116.600 Mg | 30.00000 3498.00| 35.00000 4081.00| 33.82880 3944.44 RIPRAP, REVETMENT | | | 0031 619-05926 LUMP| 15500.00000 15500.00| 10500.00000 10500.00| 3125.10000 3125.10 ENVIRONMENTAL CONTROL 1 | | | 0032 619-51859 LUMP| 36000.00000 36000.00| 41000.00000 41000.00| 6250.20000 6250.20 PAINT STEEL BRIDGE | | | 0033 619-61000 LUMP| 150000.00000 150000.00| 135000.00000 135000.00| 172922.20000 172922.20 CLEAN STEEL BRIDGE | | | 0034 621-01004 2.000 EACH| 655.00000 1310.00| 675.00000 1350.00| 677.10500 1354.21 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06560 2000.000 m2 | 1.15000 2300.00| 1.15000 2300.00| 1.15870 2317.40 MULCHED SEEDING, U | | | 0036 701-51190 354.400 m | 110.00000 38984.00| 160.00000 56704.00| 122.74210 43499.80 PILE, STEEL H, HP 250 X 62 | | | 0037 701-91792 46.000 EACH| 110.00000 5060.00| 80.00000 3680.00| 89.05120 4096.36 PILE TIP, STEEL H | | | 0038 702-51005 220.800 m3 | 800.00000 176640.00| 500.00000 110400.00| 591.54680 130613.53 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 |(9) 35-0906416 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 702-51015 39.400 m3 | 600.00000 23640.00| 335.00000 13199.00| 2788.06940 109849.93 CONCRETE, B, FOOTINGS | | | 0040 702-51046 57.000 m3 | 230.00000 13110.00| 275.00000 15675.00| 1607.05090 91601.90 CONCRETE, FOUNDATION SEAL | | | 0041 702-51110 1219.400 kg | 5.00000 6097.00| 9.00000 10974.60| 5.54620 6763.04 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0042 702-51863 1381.000 EACH| 12.00000 16572.00| 14.00000 19334.00| 9.67880 13366.42 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 14184.000 kg | 1.10000 15602.40| 1.20000 17020.80| 1.25790 17842.05 REINFORCING STEEL | | | 0044 703-51032 96901.000 kg | 1.20000 116281.20| 1.35000 130816.35| 1.32740 128626.39 REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 408.000 EACH| 12.00000 4896.00| 20.00000 8160.00| 10.04050 4096.52 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 422.900 m3 | 485.00000 205106.50| 500.00000 211450.00| 634.55930 268355.13 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-51020 125.100 m3 | 1005.00000 125725.50| 1100.00000 137610.00| 940.11970 117608.97 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 11800.00000 11800.00| 12500.00000 12500.00| 12500.40000 12500.40 SURFACE SEAL | | | 0049 711-51038 LUMP| 275727.00000 275727.00| 387000.00000 387000.00| 278741.54000 278741.54 STRUCTURAL STEEL | | | 0050 711-51864 248.000 EACH| 13.00000 3224.00| 23.00000 5704.00| 12.50040 3100.10 DRILLED HOLE | | | 0051 715-05407 52.800 m | 25.00000 1320.00| 65.00000 3432.00| 44.77400 2364.07 PIPE, END BENT DRAIN, 150 mm | | | 0052 715-91361 19.600 m | 238.00000 4664.80| 40.00000 784.00| 20.14100 394.76 PIPE, PVC, 150 mm | | | 0053 722-51401 20.000 m2 | 475.00000 9500.00| 200.00000 4000.00| 264.19130 5283.83 BRIDGE DECK PATCHING, FULL DEPTH | | | 0054 722-51842 3782.000 m2 | 40.00000 151280.00| 40.00000 151280.00| 49.87290 188619.31 BRIDGE DECK OVERLAY | | | 0055 722-51846 42.700 m3 | 395.00000 16866.50| 395.00000 16866.50| 395.00000 16866.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0056 722-51852 621.000 m2 | 89.00000 55269.00| 50.00000 31050.00| 70.12320 43546.51 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0057 722-60824 3104.000 m2 | 3.25000 10088.00| 4.00000 12416.00| 3.98390 12366.03 SURFACE MILLING | | | 0058 724-51925 36.700 m | 415.00000 15230.50| 600.00000 22020.00| 360.96720 13247.50 STRUCTURAL EXPANSION JOINT, SS | | | 0059 801-06207 5700.000 m | 3.00000 17100.00| 3.00000 17100.00| 2.97340 16948.38 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 |(9) 35-0906416 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06640 15.000 EACH| 150.00000 2250.00| 155.00000 2325.00| 156.25500 2343.83 CONSTRUCTION SIGN, A | | | 0061 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 46.87650 93.75 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 44000.00000 44000.00| 50000.00000 50000.00| 26153.23000 26153.23 MAINTAINING TRAFFIC | | | 0063 804-06770 2.000 EACH| 20.00000 40.00| 20.00000 40.00| 15.62550 31.25 DELINEATOR POST | | | 0064 805-01842 2.000 EACH| 655.00000 1310.00| 900.00000 1800.00| 908.36240 1816.72 HANDHOLE, SIGNAL | | | 0065 805-02662 2.000 EACH| 325.00000 650.00| 300.00000 600.00| 286.46750 572.94 AERIAL DISCONNECT | | | 0066 805-03596 380.000 m | 4.20000 1596.00| 11.00000 4180.00| 10.93640 4155.83 SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0067 805-06592 623.000 m | 40.00000 24920.00| 34.00000 21182.00| 34.00560 21185.49 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0068 808-06713 1026.000 m | 0.25000 256.50| 0.40000 410.40| 0.41010 420.76 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 1026.000 m | 0.25000 256.50| 0.40000 410.40| 0.41010 420.76 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 1730.000 m | 1.35000 2335.50| 1.20000 2076.00| 1.36710 2365.08 LINE, REMOVE | | | 0071 105-06845 LUMP| 11500.00000 11500.00| 25000.00000 25000.00| 13367.71000 13367.71 CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 2,219,007.70| $ 2,276,698.12| $ 2,292,624.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,219,007.70| $ 2,276,698.12| $ 2,292,624.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1200.00000 9600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 125000.00000 125000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 20000.00000 20000.00| | CLEARING RIGHT OF WAY | | | 0004 202-02240 189.400 m2 | 20.00000 3788.00| | PAVEMENT, REMOVE | | | 0005 202-02241 252.000 m | 10.00000 2520.00| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 200000.00000 200000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60822 284.000 m2 | 10.00000 2840.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 202-96479 32.000 EACH| 25.00000 800.00| | BOLT, REMOVE | | | 0009 203-02070 450.000 m3 | 16.50000 7425.00| | BORROW | | | 0010 205-02224 515.000 m | 6.00000 3090.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 206-51220 493.000 m3 | 200.00000 98600.00| | EXCAVATION, WET | | | 0012 206-51225 214.000 m3 | 24.00000 5136.00| | EXCAVATION, DRY | | | 0013 211-06467 90.000 m3 | 35.00000 3150.00| | AGGREGATE FOR END BENT BACKFILL | | | 0014 213-52830 4.000 m3 | 125.00000 500.00| | FLOWABLE MORTAR | | | 0015 303-52308 147.800 Mg | 20.00000 2956.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 406-05521 3852.000 m2 | 0.10000 385.20| | ASPHALT FOR TACK COAT | | | 0017 502-06329 190.600 m2 | 60.00000 11436.00| | PCCP, 300 mm | | | 0018 503-03489 50.000 EACH| 25.00000 1250.00| | RETROFITTED TIE BARS | | | 0019 503-05310 31.200 m | 280.00000 8736.00| | TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-02205 4.000 EACH| 600.00000 2400.00| | TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0021 601-02206 170.600 m | 10.00000 1706.00| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0022 601-02634 4.000 EACH| 750.00000 3000.00| | TEMPORARY GUARDRAIL END TREATMENT, I | | | 0023 601-04746 2.000 EACH| 10000.00000 20000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0024 602-06639 603.560 m | 95.00000 57338.20| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 604-06070 26.800 m2 | 30.00000 804.00| | SIDEWALK, CONCRETE | | | 0026 605-06100 26.800 m | 40.00000 1072.00| | CURB, INTEGRAL, C, CONCRETE | | | 0027 610-05527 774.900 Mg | 65.00000 50368.50| | HMA FOR APPROACHES | | | 0028 610-06259 224.600 m2 | 60.00000 13476.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 336.000 m2 | 3.00000 1008.00| | GEOTEXTILES | | | 0030 616-06405 116.600 Mg | 25.00000 2915.00| | RIPRAP, REVETMENT | | | 0031 619-05926 LUMP| 10000.00000 10000.00| | ENVIRONMENTAL CONTROL 1 | | | 0032 619-51859 LUMP| 50000.00000 50000.00| | PAINT STEEL BRIDGE | | | 0033 619-61000 LUMP| 150000.00000 150000.00| | CLEAN STEEL BRIDGE | | | 0034 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06560 2000.000 m2 | 1.25000 2500.00| | MULCHED SEEDING, U | | | 0036 701-51190 354.400 m | 200.00000 70880.00| | PILE, STEEL H, HP 250 X 62 | | | 0037 701-91792 46.000 EACH| 100.00000 4600.00| | PILE TIP, STEEL H | | | 0038 702-51005 220.800 m3 | 600.00000 132480.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 702-51015 39.400 m3 | 500.00000 19700.00| | CONCRETE, B, FOOTINGS | | | 0040 702-51046 57.000 m3 | 400.00000 22800.00| | CONCRETE, FOUNDATION SEAL | | | 0041 702-51110 1219.400 kg | 5.50000 6706.70| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0042 702-51863 1381.000 EACH| 10.00000 13810.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 14184.000 kg | 1.30000 18439.20| | REINFORCING STEEL | | | 0044 703-51032 96901.000 kg | 1.35000 130816.35| | REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 408.000 EACH| 12.00000 4896.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 422.900 m3 | 650.00000 274885.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-51020 125.100 m3 | 1120.00000 140112.00| | CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 12500.00000 12500.00| | SURFACE SEAL | | | 0049 711-51038 LUMP| 400000.00000 400000.00| | STRUCTURAL STEEL | | | 0050 711-51864 248.000 EACH| 27.00000 6696.00| | DRILLED HOLE | | | 0051 715-05407 52.800 m | 10.00000 528.00| | PIPE, END BENT DRAIN, 150 mm | | | 0052 715-91361 19.600 m | 100.00000 1960.00| | PIPE, PVC, 150 mm | | | 0053 722-51401 20.000 m2 | 500.00000 10000.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0054 722-51842 3782.000 m2 | 45.00000 170190.00| | BRIDGE DECK OVERLAY | | | 0055 722-51846 42.700 m3 | 395.00000 16866.50| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0056 722-51852 621.000 m2 | 100.00000 62100.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0057 722-60824 3104.000 m2 | 5.50000 17072.00| | SURFACE MILLING | | | 0058 724-51925 36.700 m | 300.00000 11010.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0059 801-06207 5700.000 m | 3.25000 18525.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 530 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,056,083.55 ROUTE : HARDING STREET CALL ORDER : 530 CONTRACT ID : B -24920-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06640 15.000 EACH| 150.00000 2250.00| | CONSTRUCTION SIGN, A | | | 0061 801-06645 2.000 EACH| 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 70000.00000 70000.00| | MAINTAINING TRAFFIC | | | 0063 804-06770 2.000 EACH| 25.00000 50.00| | DELINEATOR POST | | | 0064 805-01842 2.000 EACH| 500.00000 1000.00| | HANDHOLE, SIGNAL | | | 0065 805-02662 2.000 EACH| 500.00000 1000.00| | AERIAL DISCONNECT | | | 0066 805-03596 380.000 m | 7.00000 2660.00| | SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0067 805-06592 623.000 m | 42.50000 26477.50| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0068 808-06713 1026.000 m | 0.60000 615.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 1026.000 m | 0.60000 615.60| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 1730.000 m | 2.50000 4325.00| | LINE, REMOVE | | | 0071 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 2,566,866.35| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,566,866.35| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,950.50 ROUTE : CR 300N CALL ORDER : 540 CONTRACT ID : B -24921-A COUNTIES : SHELBY LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9973016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 219,211.36 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 224,318.23 102.3296% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 225,244.95 102.7524% 4 35-1609544 SCHUTT-LOOKABILL CO $ 251,913.09 114.9178% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 273,107.61 124.5864% 6 35-1385672 FORCE CONSTRUCTION $ 285,505.32 130.2420% ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1128289 |(3) 35-1310611 |BROWN, L.L. CONSTR. CO., INC|BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1220.00000 7320.00| 800.00000 4800.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3295.00000 3295.00| 4000.00000 4000.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10200.00000 10200.00| 11523.30000 11523.30| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15238.25000 15238.25| 18437.28000 18437.28| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 13450.00000 13450.00| 17139.00000 17139.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 345.000 m3 | 10.45000 3605.25| 6.50000 2242.50| 10.00000 3450.00 EXCAVATION, COMMON | | | 0007 203-51223 190.000 m3 | 13.05000 2479.50| 12.00000 2280.00| 10.00000 1900.00 EXCAVATION, WATERWAY | | | 0008 205-02224 67.000 m | 7.25000 485.75| 5.28000 353.76| 5.81000 389.27 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 206-51230 27.000 m3 | 82.00000 2214.00| 17.50000 472.50| 30.00000 810.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0010 213-52830 4.000 m3 | 150.00000 600.00| 100.00000 400.00| 200.00000 800.00 FLOWABLE MORTAR | | | 0011 303-52308 470.000 Mg | 14.87000 6988.90| 17.50000 8225.00| 15.00000 7050.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05474 150.000 Mg | 92.00000 13800.00| 60.00000 9000.00| 66.00000 9900.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,950.50 ROUTE : CR 300N CALL ORDER : 540 CONTRACT ID : B -24921-A COUNTIES : SHELBY LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1128289 |(3) 35-1310611 |BROWN, L.L. CONSTR. CO., INC|BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05477 70.000 Mg | 104.00000 7280.00| 73.00000 5110.00| 80.30000 5621.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 405-05518 880.000 m2 | 0.61000 536.80| 0.70000 616.00| 0.77000 677.60 ASPHALT FOR PRIME COAT | | | 0015 406-05521 870.000 m2 | 0.11000 95.70| 0.40000 348.00| 0.44000 382.80 ASPHALT FOR TACK COAT | | | 0016 501-05090 110.000 m2 | 66.00000 7260.00| 74.50000 8195.00| 70.00000 7700.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0017 601-01854 4.000 EACH| 999.00000 3996.00| 900.00000 3600.00| 836.00000 3344.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0018 601-06037 4.000 EACH| 660.00000 2640.00| 600.00000 2400.00| 676.50000 2706.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 106.680 m | 38.50000 4107.18| 35.00000 3733.80| 36.30000 3872.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 608-04395 5.000 Mg | 25.10000 125.50| 34.00000 170.00| 20.00000 100.00 AGGREGATE FOR SHOULDER DRAINS | | | 0021 615-06505 1.000 EACH| 450.00000 450.00| 425.00000 425.00| 300.00000 300.00 MONUMENT, B | | | 0022 615-06527 1.000 EACH| 425.00000 425.00| 350.00000 350.00| 300.00000 300.00 MONUMENT, SECTION CORNER | | | 0023 616-02320 166.000 m2 | 3.31000 549.46| 2.75000 456.50| 3.50000 581.00 GEOTEXTILES | | | 0024 616-06405 146.000 Mg | 15.89000 2319.94| 27.00000 3942.00| 20.00000 2920.00 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 690.00000 1380.00| 500.00000 1000.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06548 5.000 kg | 65.00000 325.00| 49.50000 247.50| 54.45000 272.25 SEED MIXTURE, CV | | | 0027 621-06559 1700.000 m2 | 1.05000 1785.00| 0.70000 1190.00| 0.77000 1309.00 MULCHED SEEDING, R | | | 0028 621-06567 1.000 kL | 1.50000 1.50| 0.53000 0.53| 0.59000 0.59 WATER | | | 0029 621-06574 15.000 m2 | 7.01000 105.15| 44.00000 660.00| 46.20000 693.00 SODDING | | | 0030 701-96089 240.000 m | 107.69000 25845.60| 93.25000 22380.00| 100.00000 24000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0031 701-98649 27.000 m | 173.05000 4672.35| 295.00000 7965.00| 200.00000 5400.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,950.50 ROUTE : CR 300N CALL ORDER : 540 CONTRACT ID : B -24921-A COUNTIES : SHELBY LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1128289 |(3) 35-1310611 |BROWN, L.L. CONSTR. CO., INC|BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 703-51032 12408.000 kg | 1.40000 17371.20| 1.15000 14269.20| 1.30000 16130.40 REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 70.000 EACH| 9.50000 665.00| 10.00000 700.00| 15.00000 1050.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 704-51002 85.100 m3 | 502.30000 42745.73| 650.00000 55315.00| 500.00000 42550.00 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-91957 45.720 m | 205.00000 9372.60| 188.00000 8595.36| 198.00000 9052.56 BRIDGE RAILING, THRIE BEAM | | | 0036 709-51821 LUMP| 1320.00000 1320.00| 1150.00000 1150.00| 2500.00000 2500.00 SURFACE SEAL | | | 0037 801-04308 4.000 EACH| 250.00000 1000.00| 170.00000 680.00| 187.00000 748.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 8.000 EACH| 95.00000 760.00| 73.00000 584.00| 80.00000 640.00 BARRICADE, IIIA | | | 0039 801-06606 4.000 EACH| 165.00000 660.00| 83.00000 332.00| 91.00000 364.00 BARRICADE, IIIB | | | 0040 801-06625 4.000 EACH| 70.00000 280.00| 95.00000 380.00| 104.00000 416.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 10.000 EACH| 146.00000 1460.00| 65.00000 650.00| 71.50000 715.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 219,211.36| $ 224,318.23| $ 225,244.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,211.36| $ 224,318.23| $ 225,244.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,950.50 ROUTE : CR 300N CALL ORDER : 540 CONTRACT ID : B -24921-A COUNTIES : SHELBY LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1385672 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1400.00000 8400.00| 1950.00000 11700.00| 1270.76000 7624.56 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5220.00000 5220.00| 4000.00000 4000.00| 9660.00000 9660.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12500.00000 12500.00| 13600.00000 13600.00| 36238.14000 36238.14 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 500.00000 500.00| 9200.00000 9200.00| 14705.76000 14705.76 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 50100.00000 50100.00| 20000.00000 20000.00| 20964.05000 20964.05 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 345.000 m3 | 16.00000 5520.00| 17.50000 6037.50| 11.54000 3981.30 EXCAVATION, COMMON | | | 0007 203-51223 190.000 m3 | 16.00000 3040.00| 20.00000 3800.00| 12.74000 2420.60 EXCAVATION, WATERWAY | | | 0008 205-02224 67.000 m | 6.12000 410.04| 6.00000 402.00| 6.07000 406.69 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 206-51230 27.000 m3 | 20.00000 540.00| 30.00000 810.00| 24.83000 670.41 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0010 213-52830 4.000 m3 | 150.00000 600.00| 150.00000 600.00| 177.58000 710.32 FLOWABLE MORTAR | | | 0011 303-52308 470.000 Mg | 20.00000 9400.00| 24.00000 11280.00| 23.15000 10880.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05474 150.000 Mg | 69.60000 10440.00| 50.00000 7500.00| 69.00000 10350.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 70.000 Mg | 84.68000 5927.60| 64.00000 4480.00| 83.95000 5876.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 405-05518 880.000 m2 | 0.81000 712.80| 0.60000 528.00| 0.81000 712.80 ASPHALT FOR PRIME COAT | | | 0015 406-05521 870.000 m2 | 0.46000 400.20| 0.40000 348.00| 0.46000 400.20 ASPHALT FOR TACK COAT | | | 0016 501-05090 110.000 m2 | 62.00000 6820.00| 80.00000 8800.00| 86.76000 9543.60 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0017 601-01854 4.000 EACH| 1044.00000 4176.00| 900.00000 3600.00| 1035.00000 4140.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0018 601-06037 4.000 EACH| 696.00000 2784.00| 600.00000 2400.00| 690.00000 2760.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 106.680 m | 40.60000 4331.21| 35.00000 3733.80| 40.25000 4293.87 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 540 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,950.50 ROUTE : CR 300N CALL ORDER : 540 CONTRACT ID : B -24921-A COUNTIES : SHELBY LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1385672 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 608-04395 5.000 Mg | 60.00000 300.00| 43.00000 215.00| 40.38000 201.90 AGGREGATE FOR SHOULDER DRAINS | | | 0021 615-06505 1.000 EACH| 500.00000 500.00| 425.00000 425.00| 488.75000 488.75 MONUMENT, B | | | 0022 615-06527 1.000 EACH| 400.00000 400.00| 350.00000 350.00| 402.50000 402.50 MONUMENT, SECTION CORNER | | | 0023 616-02320 166.000 m2 | 2.00000 332.00| 5.00000 830.00| 2.42000 401.72 GEOTEXTILES | | | 0024 616-06405 146.000 Mg | 23.00000 3358.00| 40.00000 5840.00| 23.28000 3398.88 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 580.00000 1160.00| 500.00000 1000.00| 575.00000 1150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06548 5.000 kg | 57.50000 287.50| 49.50000 247.50| 125.23000 626.15 SEED MIXTURE, CV | | | 0027 621-06559 1700.000 m2 | 0.81000 1377.00| 0.70000 1190.00| 0.97000 1649.00 MULCHED SEEDING, R | | | 0028 621-06567 1.000 kL | 0.61000 0.61| 0.53000 0.53| 0.61000 0.61 WATER | | | 0029 621-06574 15.000 m2 | 49.00000 735.00| 42.00000 630.00| 48.30000 724.50 SODDING | | | 0030 701-96089 240.000 m | 98.42000 23620.80| 120.00000 28800.00| 100.83000 24199.20 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0031 701-98649 27.000 m | 196.85000 5314.95| 120.00000 3240.00| 180.57000 4875.39 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0032 703-51032 12408.000 kg | 1.45000 17991.60| 1.45000 17991.60| 1.28000 15882.24 REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 70.000 EACH| 13.00000 910.00| 20.00000 1400.00| 12.65000 885.50 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 704-51002 85.100 m3 | 584.62000 49751.16| 970.00000 82547.00| 823.18000 70052.62 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-91957 45.720 m | 218.08000 9970.62| 244.00000 11155.68| 216.20000 9884.66 BRIDGE RAILING, THRIE BEAM | | | 0036 709-51821 LUMP| 1040.00000 1040.00| 1800.00000 1800.00| 1322.50000 1322.50 SURFACE SEAL | | | 0037 801-04308 4.000 EACH| 197.00000 788.00| 170.00000 680.00| 195.50000 782.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 8.000 EACH| 85.00000 680.00| 73.00000 584.00| 83.95000 671.60 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 540 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,950.50 ROUTE : CR 300N CALL ORDER : 540 CONTRACT ID : B -24921-A COUNTIES : SHELBY LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1385672 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06606 4.000 EACH| 96.00000 384.00| 83.00000 332.00| 95.45000 381.80 BARRICADE, IIIB | | | 0040 801-06625 4.000 EACH| 110.00000 440.00| 95.00000 380.00| 109.25000 437.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 10.000 EACH| 75.00000 750.00| 65.00000 650.00| 74.75000 747.50 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 251,913.09| $ 273,107.61| $ 285,505.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 251,913.09| $ 273,107.61| $ 285,505.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,706.83 ROUTE : CR 1100E CALL ORDER : 550 CONTRACT ID : B -24922-A COUNTIES : HOWARD LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9934026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 367,606.04 100.0000% 2 35-1374866 PRIMCO, INC. $ 373,994.10 101.7377% 3 35-1212938 ATLAS EXCAVATING, INC. $ 407,797.16 110.9332% 4 35-1523985 WIRTZ & YATES, INC. $ 411,396.15 111.9122% 5 35-1609544 SCHUTT-LOOKABILL CO $ 458,608.37 124.7553% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 493,475.82 134.2404% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1212938 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 800.00000 5600.00| 1142.68000 7998.76| 750.00000 5250.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5500.00000 5500.00| 5655.56000 5655.56| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 17718.06000 17718.06| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 33000.00000 33000.00| 15000.00000 15000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-03135 3.250 m2 | 675.00000 2193.75| 767.07000 2492.98| 65.00000 211.25 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0006 202-51330 LUMP| 32700.00000 32700.00| 19878.40000 19878.40| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 525.000 m3 | 15.95000 8373.75| 40.00000 21000.00| 17.00000 8925.00 EXCAVATION, COMMON | | | 0008 203-02070 600.000 m3 | 20.75000 12450.00| 30.00000 18000.00| 13.00000 7800.00 BORROW | | | 0009 205-02224 42.000 m | 8.72000 366.24| 8.30000 348.60| 11.00000 462.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 25.000 m | 6.15000 153.75| 5.85000 146.25| 13.00000 325.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 72.000 m | 56.50000 4068.00| 22.00000 1584.00| 70.00000 5040.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,706.83 ROUTE : CR 1100E CALL ORDER : 550 CONTRACT ID : B -24922-A COUNTIES : HOWARD LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1212938 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02770 359.000 m2 | 2.40000 861.60| 2.28000 818.52| 2.40000 861.60 EROSION CONTROL BLANKET | | | 0013 206-51220 70.000 m3 | 125.00000 8750.00| 178.56000 12499.20| 175.00000 12250.00 EXCAVATION, WET | | | 0014 206-51230 56.000 m3 | 20.00000 1120.00| 46.83000 2622.48| 45.00000 2520.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 10.000 m3 | 36.45000 364.50| 45.00000 450.00| 65.00000 650.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 8.000 m3 | 36.45000 291.60| 73.86000 590.88| 115.00000 920.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 303-52308 400.000 Mg | 17.75000 7100.00| 19.38000 7752.00| 16.00000 6400.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 125.000 Mg | 63.00000 7875.00| 60.00000 7500.00| 62.00000 7750.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 60.000 Mg | 68.25000 4095.00| 65.00000 3900.00| 67.00000 4020.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 405-05518 745.000 m2 | 1.80000 1341.00| 1.70000 1266.50| 1.80000 1341.00 ASPHALT FOR PRIME COAT | | | 0021 406-05521 740.000 m2 | 0.80000 592.00| 0.75000 555.00| 0.80000 592.00 ASPHALT FOR TACK COAT | | | 0022 601-01839 1.000 EACH| 1835.00000 1835.00| 1750.00000 1750.00| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0023 601-01854 4.000 EACH| 957.00000 3828.00| 911.35000 3645.40| 960.00000 3840.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0024 601-06037 3.000 EACH| 662.00000 1986.00| 630.00000 1890.00| 660.00000 1980.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 74.295 m | 37.80000 2808.35| 36.00000 2674.62| 37.50000 2786.06 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 81.000 m | 34.65000 2806.65| 33.00000 2673.00| 34.50000 2794.50 FENCE, FARM FIELD, 1190 mm | | | 0027 610-06257 92.000 m2 | 51.00000 4692.00| 70.00000 6440.00| 58.00000 5336.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 615-06505 2.000 EACH| 452.00000 904.00| 430.00000 860.00| 450.00000 900.00 MONUMENT, B | | | 0029 615-99189 1.000 EACH| 600.00000 600.00| 1687.75000 1687.75| 1200.00000 1200.00 PLAQUE, ALUMINUM | | | 0030 616-02320 482.000 m2 | 3.50000 1687.00| 2.62000 1262.84| 4.50000 2169.00 GEOTEXTILES | | | 0031 616-06405 366.000 Mg | 19.70000 7210.20| 20.00000 7320.00| 19.50000 7137.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 550 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,706.83 ROUTE : CR 1100E CALL ORDER : 550 CONTRACT ID : B -24922-A COUNTIES : HOWARD LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1212938 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-01004 2.000 EACH| 367.50000 735.00| 350.00000 700.00| 375.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06548 5.000 kg | 57.75000 288.75| 55.00000 275.00| 57.00000 285.00 SEED MIXTURE, CV | | | 0034 621-06559 3000.000 m2 | 0.45000 1350.00| 0.43000 1290.00| 0.50000 1500.00 MULCHED SEEDING, R | | | 0035 621-06567 3.000 kL | 0.56000 1.68| 0.53000 1.59| 0.60000 1.80 WATER | | | 0036 621-06574 125.000 m2 | 7.15000 893.75| 6.82000 852.50| 7.10000 887.50 SODDING | | | 0037 622-52436 4.000 EACH| 23.65000 94.60| 22.50000 90.00| 23.50000 94.00 SIGN, DO NOT MOW OR SPRAY | | | 0038 622-91786 75.000 EACH| 8.95000 671.25| 8.50000 637.50| 9.00000 675.00 SEEDLING | | | 0039 701-51195 144.000 m | 86.00000 12384.00| 95.00000 13680.00| 150.00000 21600.00 PILE, STEEL H, HP 310 X 79 | | | 0040 701-91792 18.000 EACH| 54.50000 981.00| 93.61000 1684.98| 120.00000 2160.00 PILE TIP, STEEL H | | | 0041 702-51005 46.400 m3 | 350.00000 16240.00| 525.00000 24360.00| 450.00000 20880.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 703-51030 3354.000 kg | 1.15000 3857.10| 1.46000 4896.84| 1.25000 4192.50 REINFORCING STEEL | | | 0043 703-51032 10555.000 kg | 1.25000 13193.75| 1.61000 16993.55| 1.40000 14777.00 REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 66.000 EACH| 14.00000 924.00| 18.93000 1249.38| 18.00000 1188.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0045 704-51002 90.300 m3 | 560.00000 50568.00| 605.00000 54631.50| 410.00000 37023.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-91957 87.630 m | 183.00000 16036.29| 174.00000 15247.62| 195.00000 17087.85 BRIDGE RAILING, THRIE BEAM | | | 0047 707-05978 150.060 m2 | 311.30000 46713.68| 270.00000 40516.20| 735.00000 110294.10 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0048 709-51821 LUMP| 7035.00000 7035.00| 1520.64000 1520.64| 3300.00000 3300.00 SURFACE SEAL | | | 0049 715-03153 28.000 m | 66.90000 1873.20| 92.00000 2576.00| 130.00000 3640.00 PIPE, GROUP D, 450 mm | | | 0050 715-05048 200.000 m | 10.50000 2100.00| 17.00000 3400.00| 5.50000 1100.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05053 9.000 m | 54.40000 489.60| 96.00000 864.00| 72.00000 648.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 550 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,706.83 ROUTE : CR 1100E CALL ORDER : 550 CONTRACT ID : B -24922-A COUNTIES : HOWARD LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1212938 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05407 24.000 m | 15.00000 360.00| 32.00000 768.00| 27.00000 648.00 PIPE, END BENT DRAIN, 150 mm | | | 0053 715-46010 4.000 EACH| 265.00000 1060.00| 250.00000 1000.00| 195.00000 780.00 PIPE END SECTION, 450 mm | | | 0054 718-06528 4.000 EACH| 342.00000 1368.00| 660.00000 2640.00| 550.00000 2200.00 OUTLET PROTECTOR, 1 | | | 0055 718-52610 66.000 m3 | 30.60000 2019.60| 42.00000 2772.00| 59.00000 3894.00 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 74.000 m2 | 4.10000 303.40| 2.00000 148.00| 2.50000 185.00 GEOTEXTILES FOR UNDERDRAIN | | | 0057 801-04308 4.000 EACH| 215.25000 861.00| 199.00000 796.00| 225.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06605 8.000 EACH| 91.00000 728.00| 117.00000 936.00| 95.00000 760.00 BARRICADE, IIIA | | | 0059 801-06606 4.000 EACH| 98.00000 392.00| 117.00000 468.00| 110.00000 440.00 BARRICADE, IIIB | | | 0060 801-06625 2.000 EACH| 105.00000 210.00| 75.00000 150.00| 110.00000 220.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 8.000 EACH| 80.00000 640.00| 101.00000 808.00| 100.00000 800.00 CONSTRUCTION SIGN, A | | | 0062 804-06770 4.000 EACH| 20.00000 80.00| 15.00000 60.00| 19.00000 76.00 DELINEATOR POST | | | SECTION TOTALS | $ 367,606.04| $ 373,994.10| $ 407,797.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 367,606.04| $ 373,994.10| $ 407,797.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 550 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,706.83 ROUTE : CR 1100E CALL ORDER : 550 CONTRACT ID : B -24922-A COUNTIES : HOWARD LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1609544 |(6) 35-0918397 |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1000.00000 7000.00| 1400.00000 9800.00| 2000.00000 14000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 7000.00000 7000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 22900.00000 22900.00| 24600.00000 24600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 8500.00000 8500.00| 12300.00000 12300.00 CLEARING RIGHT OF WAY | | | 0005 202-03135 3.250 m2 | 1500.00000 4875.00| 1000.00000 3250.00| 235.00000 763.75 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0006 202-51330 LUMP| 65000.00000 65000.00| 75188.00000 75188.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 525.000 m3 | 10.47000 5496.75| 15.00000 7875.00| 18.00000 9450.00 EXCAVATION, COMMON | | | 0008 203-02070 600.000 m3 | 23.64000 14184.00| 15.00000 9000.00| 28.00000 16800.00 BORROW | | | 0009 205-02224 42.000 m | 10.00000 420.00| 9.60000 403.20| 8.30000 348.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 25.000 m | 10.00000 250.00| 6.80000 170.00| 5.85000 146.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 72.000 m | 130.00000 9360.00| 33.00000 2376.00| 4.00000 288.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02770 359.000 m2 | 3.50000 1256.50| 2.65000 951.35| 2.28000 818.52 EROSION CONTROL BLANKET | | | 0013 206-51220 70.000 m3 | 130.00000 9100.00| 629.39000 44057.30| 565.00000 39550.00 EXCAVATION, WET | | | 0014 206-51230 56.000 m3 | 26.43000 1480.08| 20.00000 1120.00| 25.00000 1400.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 10.000 m3 | 40.00000 400.00| 50.00000 500.00| 60.00000 600.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 8.000 m3 | 96.00000 768.00| 50.00000 400.00| 70.00000 560.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 303-52308 400.000 Mg | 18.70000 7480.00| 23.00000 9200.00| 26.00000 10400.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 125.000 Mg | 72.00000 9000.00| 70.00000 8750.00| 55.00000 6875.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 550 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,706.83 ROUTE : CR 1100E CALL ORDER : 550 CONTRACT ID : B -24922-A COUNTIES : HOWARD LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1609544 |(6) 35-0918397 |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 60.000 Mg | 80.00000 4800.00| 75.40000 4524.00| 65.00000 3900.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 405-05518 745.000 m2 | 2.00000 1490.00| 1.97000 1467.65| 0.60000 447.00 ASPHALT FOR PRIME COAT | | | 0021 406-05521 740.000 m2 | 1.00000 740.00| 0.87000 643.80| 0.40000 296.00 ASPHALT FOR TACK COAT | | | 0022 601-01839 1.000 EACH| 2000.00000 2000.00| 2030.00000 2030.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0023 601-01854 4.000 EACH| 1150.00000 4600.00| 1057.00000 4228.00| 911.35000 3645.40 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0024 601-06037 3.000 EACH| 800.00000 2400.00| 731.00000 2193.00| 630.00000 1890.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 74.295 m | 41.00000 3046.10| 41.76000 3102.56| 36.00000 2674.62 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 81.000 m | 38.00000 3078.00| 38.00000 3078.00| 33.00000 2673.00 FENCE, FARM FIELD, 1190 mm | | | 0027 610-06257 92.000 m2 | 56.20000 5170.40| 64.00000 5888.00| 90.00000 8280.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 615-06505 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 430.00000 860.00 MONUMENT, B | | | 0029 615-99189 1.000 EACH| 700.00000 700.00| 600.00000 600.00| 1200.00000 1200.00 PLAQUE, ALUMINUM | | | 0030 616-02320 482.000 m2 | 4.78000 2303.96| 2.00000 964.00| 4.50000 2169.00 GEOTEXTILES | | | 0031 616-06405 366.000 Mg | 24.16000 8842.56| 26.00000 9516.00| 28.00000 10248.00 RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 500.00000 1000.00| 400.00000 800.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06548 5.000 kg | 100.00000 500.00| 64.00000 320.00| 55.00000 275.00 SEED MIXTURE, CV | | | 0034 621-06559 3000.000 m2 | 0.50000 1500.00| 0.50000 1500.00| 0.43000 1290.00 MULCHED SEEDING, R | | | 0035 621-06567 3.000 kL | 1.00000 3.00| 0.61000 1.83| 0.53000 1.59 WATER | | | 0036 621-06574 125.000 m2 | 12.00000 1500.00| 7.91000 988.75| 6.82000 852.50 SODDING | | | 0037 622-52436 4.000 EACH| 30.00000 120.00| 26.00000 104.00| 22.50000 90.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 550 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,706.83 ROUTE : CR 1100E CALL ORDER : 550 CONTRACT ID : B -24922-A COUNTIES : HOWARD LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1609544 |(6) 35-0918397 |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 622-91786 75.000 EACH| 12.00000 900.00| 9.86000 739.50| 8.50000 637.50 SEEDLING [A | | | 0039 701-51195 144.000 m | 88.50000 12744.00| 98.40000 14169.60| 174.00000 25056.00 PILE, STEEL H, HP 310 X 79 | | | 0040 701-91792 18.000 EACH| 100.00000 1800.00| 100.00000 1800.00| 65.00000 1170.00 PILE TIP, STEEL H | | | 0041 702-51005 46.400 m3 | 657.33000 30500.11| 580.00000 26912.00| 800.00000 37120.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 703-51030 3354.000 kg | 1.10000 3689.40| 1.20000 4024.80| 1.22000 4091.88 REINFORCING STEEL | | | 0043 703-51032 10555.000 kg | 1.35000 14249.25| 1.50000 15832.50| 1.37000 14460.35 REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 66.000 EACH| 14.00000 924.00| 13.00000 858.00| 20.00000 1320.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0045 704-51002 90.300 m3 | 531.56000 47999.87| 590.00000 53277.00| 850.00000 76755.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-91957 87.630 m | 187.00000 16386.81| 201.84000 17687.24| 222.00000 19453.86 BRIDGE RAILING, THRIE BEAM | | | 0047 707-05978 150.060 m2 | 306.00000 45918.36| 373.09000 55985.89| 550.00000 82533.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0048 709-51821 LUMP| 2400.00000 2400.00| 1859.00000 1859.00| 4500.00000 4500.00 SURFACE SEAL | | | 0049 715-03153 28.000 m | 66.00000 1848.00| 82.80000 2318.40| 75.00000 2100.00 PIPE, GROUP D, 450 mm | | | 0050 715-05048 200.000 m | 6.00000 1200.00| 6.00000 1200.00| 21.00000 4200.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05053 9.000 m | 20.00000 180.00| 40.00000 360.00| 44.00000 396.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0052 715-05407 24.000 m | 15.00000 360.00| 20.00000 480.00| 50.00000 1200.00 PIPE, END BENT DRAIN, 150 mm | | | 0053 715-46010 4.000 EACH| 200.00000 800.00| 184.00000 736.00| 250.00000 1000.00 PIPE END SECTION, 450 mm | | | 0054 718-06528 4.000 EACH| 400.00000 1600.00| 100.00000 400.00| 1200.00000 4800.00 OUTLET PROTECTOR, 1 | | | 0055 718-52610 66.000 m3 | 34.00000 2244.00| 35.00000 2310.00| 37.00000 2442.00 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 74.000 m2 | 12.00000 888.00| 2.00000 148.00| 5.00000 370.00 GEOTEXTILES FOR UNDERDRAIN | | | 0057 801-04308 4.000 EACH| 400.00000 1600.00| 238.00000 952.00| 205.00000 820.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 550 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,706.83 ROUTE : CR 1100E CALL ORDER : 550 CONTRACT ID : B -24922-A COUNTIES : HOWARD LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1609544 |(6) 35-0918397 |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06605 8.000 EACH| 200.00000 1600.00| 96.00000 768.00| 83.00000 664.00 BARRICADE, IIIA | | | 0059 801-06606 4.000 EACH| 200.00000 800.00| 108.00000 432.00| 93.00000 372.00 BARRICADE, IIIB | | | 0060 801-06625 2.000 EACH| 200.00000 400.00| 116.00000 232.00| 100.00000 200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 8.000 EACH| 150.00000 1200.00| 87.00000 696.00| 75.00000 600.00 CONSTRUCTION SIGN, A | | | 0062 804-06770 4.000 EACH| 25.00000 100.00| 10.00000 40.00| 18.00000 72.00 DELINEATOR POST | | | SECTION TOTALS | $ 411,396.15| $ 458,608.37| $ 493,475.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 411,396.15| $ 458,608.37| $ 493,475.82 ====================================================================================================================================