INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/17/00 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,556.80 ROUTE : CR 875N CALL ORDER : 201 CONTRACT ID : B -24980-A COUNTIES : PORTER LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9964055 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 349,819.68 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 352,396.97 100.7367% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 365,476.52 104.4756% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 382,000.00 109.1991% 5 35-1035114 SUPERIOR CONSTRUCTION CO $ 392,777.84 112.2800% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1339168 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION 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 6.000 MOS | 1000.00000 6000.00| 1750.00000 10500.00| 1675.20000 10051.20 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| 5248.88000 5248.88 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 17400.00000 17400.00| 15641.50000 15641.50 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 5739.96000 5739.96 CLEARING RIGHT OF WAY | | | 0005 202-02241 140.000 LFT | 8.00000 1120.00| 6.00000 840.00| 5.00000 700.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 36762.17000 36762.17| 26939.48000 26939.48 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 205.000 SYS | 12.00000 2460.00| 10.00000 2050.00| 11.74000 2406.70 SURFACE MILLING, ASPHALT | | | 0008 203-02000 512.000 CYS | 8.00000 4096.00| 10.00000 5120.00| 11.26000 5765.12 EXCAVATION, COMMON | | | 0009 203-51223 353.000 CYS | 10.00000 3530.00| 11.00000 3883.00| 18.71000 6604.63 EXCAVATION, WATERWAY | | | 0010 205-02224 970.000 LFT | 2.30000 2231.00| 2.00000 1940.00| 1.98000 1920.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 36.000 LFT | 7.25000 261.00| 6.25000 225.00| 6.24000 224.64 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02236 1.000 EACH| 200.00000 200.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/17/00 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,556.80 ROUTE : CR 875N CALL ORDER : 201 CONTRACT ID : B -24980-A COUNTIES : PORTER LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1339168 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-91764 928.000 SFT | 15.00000 13920.00| 20.00000 18560.00| 16.29000 15117.12 SHEET PILING, STEEL, S 3.2 | | | 0014 211-02060 4.000 CYS | 40.00000 160.00| 35.00000 140.00| 20.54000 82.16 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 38.000 CYS | 40.00000 1520.00| 30.00000 1140.00| 30.30000 1151.40 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 370.000 TON | 17.00000 6290.00| 20.00000 7400.00| 19.84000 7340.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 450.000 TON | 42.50000 19125.00| 43.00000 19350.00| 38.00000 17100.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 115.000 TON | 42.50000 4887.50| 60.00000 6900.00| 38.00000 4370.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 53.000 TON | 69.00000 3657.00| 80.00000 4240.00| 60.00000 3180.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 62.000 TON | 53.75000 3332.50| 70.00000 4340.00| 48.00000 2976.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 375.000 SYS | 6.00000 2250.00| 7.00000 2625.00| 5.00000 1875.00 SEAL COAT, 2 | | | 0022 404-05514 333.000 SYS | 8.00000 2664.00| 8.00000 2664.00| 7.00000 2331.00 SEAL COAT, 5 | | | 0023 405-05518 1180.000 SYS | 1.28000 1510.40| 0.50000 590.00| 1.00000 1180.00 ASPHALT FOR PRIME COAT | | | 0024 406-05521 3100.000 SYS | 0.30000 930.00| 0.15000 465.00| 0.25000 775.00 ASPHALT FOR TACK COAT | | | 0025 501-05140 39.000 SYS | 70.00000 2730.00| 40.00000 1560.00| 51.03000 1990.17 CEMENT CONCRETE PAVEMENT, PLAIN, 6 IN. | | | 0026 601-01128 2.000 EACH| 1290.00000 2580.00| 880.00000 1760.00| 1150.00000 2300.00 GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01522 2.000 EACH| 1570.00000 3140.00| 1175.00000 2350.00| 1400.00000 2800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 1.000 EACH| 2125.00000 2125.00| 1725.00000 1725.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-06037 3.000 EACH| 785.00000 2355.00| 675.00000 2025.00| 700.00000 2100.00 GUARDRAIL END TREATMENT, I | | | 0030 601-99105 137.500 LFT | 43.65000 6001.88| 14.80000 2035.00| 39.00000 5362.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 602-06729 12.000 EACH| 15.00000 180.00| 7.00000 84.00| 3.55000 42.60 BARRIER DELINEATOR | | | 0032 603-06040 60.000 LFT | 15.00000 900.00| 20.00000 1200.00| 48.00000 2880.00 FENCE, FARM FIELD, 47 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/17/00 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,556.80 ROUTE : CR 875N CALL ORDER : 201 CONTRACT ID : B -24980-A COUNTIES : PORTER LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1339168 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 605-06090 35.000 LFT | 30.00000 1050.00| 15.00000 525.00| 40.68000 1423.80 CURB, INTEGRAL, CONCRETE | | | 0034 605-06145 125.000 LFT | 17.00000 2125.00| 18.00000 2250.00| 16.42000 2052.50 CURB AND GUTTER, B, CONCRETE | | | 0035 610-06257 158.300 SYS | 44.00000 6965.20| 40.00000 6332.00| 36.57000 5789.03 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 611-06497 1.000 EACH| 250.00000 250.00| 105.00000 105.00| 105.00000 105.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 12.000 EACH| 130.00000 1560.00| 115.00000 1380.00| 115.00000 1380.00 RIGHT OF WAY MARKER | | | 0038 616-02320 963.000 SYS | 3.50000 3370.50| 2.00000 1926.00| 4.21000 4054.23 GEOTEXTILES | | | 0039 616-06405 708.000 TON | 20.00000 14160.00| 20.00000 14160.00| 24.52000 17360.16 RIPRAP, REVETMENT | | | 0040 621-06567 6.400 MG | 3.00000 19.20| 2.00000 12.80| 2.00000 12.80 WATER | | | 0041 621-06575 1600.000 SYS | 4.75000 7600.00| 4.00000 6400.00| 4.16000 6656.00 SODDING, NURSERY | | | 0042 622-52436 3.000 EACH| 35.00000 105.00| 25.00000 75.00| 20.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 120.000 EACH| 15.00000 1800.00| 10.00000 1200.00| 10.00000 1200.00 SEEDLING | | | 0044 702-51110 644.000 LBS | 3.50000 2254.00| 3.00000 1932.00| 4.52000 2910.88 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0045 703-51030 3470.000 LBS | 1.00000 3470.00| 0.65000 2255.50| 0.90000 3123.00 REINFORCING STEEL | | | 0046 703-51032 23605.000 LBS | 0.90000 21244.50| 0.70000 16523.50| 0.75000 17703.75 REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 115.600 CYS | 400.00000 46240.00| 450.00000 52020.00| 565.04000 65318.62 CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-05732 2.000 EACH| 1200.00000 2400.00| 950.00000 1900.00| 1250.00000 2500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0049 706-05733 2.000 EACH| 1200.00000 2400.00| 950.00000 1900.00| 1250.00000 2500.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0050 706-51020 13.000 CYS | 400.00000 5200.00| 400.00000 5200.00| 390.00000 5070.00 CONCRETE, C, RAILING | | | 0051 707-05984 330.000 LFT | 100.00000 33000.00| 125.00000 41250.00| 93.96000 31006.80 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0052 709-51821 LUMP| 2400.00000 2400.00| 2000.00000 2000.00| 1800.00000 1800.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/17/00 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,556.80 ROUTE : CR 875N CALL ORDER : 201 CONTRACT ID : B -24980-A COUNTIES : PORTER LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1339168 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05169 114.000 LFT | 30.00000 3420.00| 25.00000 2850.00| 30.00000 3420.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0054 715-05407 120.000 LFT | 12.00000 1440.00| 5.00000 600.00| 14.52000 1742.40 PIPE, END BENT DRAIN, 6 IN. | | | 0055 715-46005 1.000 EACH| 200.00000 200.00| 300.00000 300.00| 329.25000 329.25 PIPE END SECTION, 15 IN. | | | 0056 715-91361 7.000 LFT | 30.00000 210.00| 12.00000 84.00| 63.18000 442.26 PIPE, PVC, 6 IN. | | | 0057 720-45050 1.000 EACH| 2000.00000 2000.00| 1300.00000 1300.00| 1715.88000 1715.88 INLET, J11 | | | 0058 801-04308 4.000 EACH| 400.00000 1600.00| 110.00000 440.00| 110.00000 440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06605 4.000 EACH| 130.00000 520.00| 68.00000 272.00| 68.00000 272.00 BARRICADE, IIIA | | | 0060 801-06606 4.000 EACH| 200.00000 800.00| 98.00000 392.00| 98.00000 392.00 BARRICADE, IIIB | | | 0061 801-06625 7.000 EACH| 140.00000 980.00| 59.00000 413.00| 59.00000 413.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 16.000 EACH| 150.00000 2400.00| 74.00000 1184.00| 74.00000 1184.00 CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP| 3000.00000 3000.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0064 802-96915 LUMP| 1000.00000 1000.00| 100.00000 100.00| 250.00000 250.00 SIGN, RELOCATE | | | 0065 804-06725 2.000 EACH| 30.00000 60.00| 16.00000 32.00| 22.00000 44.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0066 808-06713 1200.000 LFT | 0.55000 660.00| 0.15000 180.00| 0.15000 180.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 1200.000 LFT | 0.55000 660.00| 0.15000 180.00| 0.15000 180.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 701-04576 570.000 LFT | 30.00000 17100.00| 25.00000 14250.00| 39.91000 22748.70 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0069 202-01261 5.000 EACH| 600.00000 3000.00| 300.00000 1500.00| 200.00000 1000.00 TESTING FOR ASBESTOS | | | SECTION TOTALS | $ 349,819.68| $ 352,396.97| $ 365,476.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 349,819.68| $ 352,396.97| $ 365,476.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/17/00 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,556.80 ROUTE : CR 875N CALL ORDER : 201 CONTRACT ID : B -24980-A COUNTIES : PORTER LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035114 | |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION 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 6.000 MOS | 1250.00000 7500.00| 1150.00000 6900.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 4100.00000 4100.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3800.00000 3800.00| 8350.00000 8350.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 140.000 LFT | 8.77000 1227.80| 6.00000 840.00| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 66761.37000 66761.37| 65472.00000 65472.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 205.000 SYS | 10.00000 2050.00| 13.00000 2665.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 512.000 CYS | 7.14000 3655.68| 21.00000 10752.00| EXCAVATION, COMMON | | | 0009 203-51223 353.000 CYS | 14.92000 5266.76| 22.50000 7942.50| EXCAVATION, WATERWAY | | | 0010 205-02224 970.000 LFT | 1.98000 1920.60| 1.98000 1920.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 36.000 LFT | 6.24000 224.64| 6.24000 224.64| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02236 1.000 EACH| 100.00000 100.00| 100.00000 100.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 206-91764 928.000 SFT | 15.60000 14476.80| 9.60000 8908.80| SHEET PILING, STEEL, S 3.2 | | | 0014 211-02060 4.000 CYS | 28.88000 115.52| 90.00000 360.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 38.000 CYS | 20.85000 792.30| 48.00000 1824.00| AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 370.000 TON | 12.47000 4613.90| 16.25000 6012.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 450.000 TON | 40.03000 18013.50| 38.00000 17100.00| HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 115.000 TON | 38.00000 4370.00| 38.00000 4370.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/17/00 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,556.80 ROUTE : CR 875N CALL ORDER : 201 CONTRACT ID : B -24980-A COUNTIES : PORTER LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035114 | |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 53.000 TON | 60.00000 3180.00| 60.00000 3180.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 62.000 TON | 48.00000 2976.00| 48.00000 2976.00| HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 375.000 SYS | 5.00000 1875.00| 5.00000 1875.00| SEAL COAT, 2 | | | 0022 404-05514 333.000 SYS | 7.00000 2331.00| 7.00000 2331.00| SEAL COAT, 5 | | | 0023 405-05518 1180.000 SYS | 1.00000 1180.00| 1.00000 1180.00| ASPHALT FOR PRIME COAT | | | 0024 406-05521 3100.000 SYS | 0.25000 775.00| 0.25000 775.00| ASPHALT FOR TACK COAT | | | 0025 501-05140 39.000 SYS | 21.89000 853.71| 68.00000 2652.00| CEMENT CONCRETE PAVEMENT, PLAIN, 6 IN. | | | 0026 601-01128 2.000 EACH| 1100.00000 2200.00| 880.00000 1760.00| GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01522 2.000 EACH| 1200.00000 2400.00| 1175.00000 2350.00| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 1.000 EACH| 1800.00000 1800.00| 1725.00000 1725.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-06037 3.000 EACH| 600.00000 1800.00| 675.00000 2025.00| GUARDRAIL END TREATMENT, I | | | 0030 601-99105 137.500 LFT | 19.00000 2612.50| 14.80000 2035.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 602-06729 12.000 EACH| 8.00000 96.00| 3.55000 42.60| BARRIER DELINEATOR | | | 0032 603-06040 60.000 LFT | 25.00000 1500.00| 20.00000 1200.00| FENCE, FARM FIELD, 47 IN. | | | 0033 605-06090 35.000 LFT | 15.24000 533.40| 12.75000 446.25| CURB, INTEGRAL, CONCRETE | | | 0034 605-06145 125.000 LFT | 9.24000 1155.00| 15.10000 1887.50| CURB AND GUTTER, B, CONCRETE | | | 0035 610-06257 158.300 SYS | 39.84000 6306.67| 48.80000 7725.04| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 611-06497 1.000 EACH| 175.00000 175.00| 105.00000 105.00| MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 12.000 EACH| 175.00000 2100.00| 115.00000 1380.00| RIGHT OF WAY MARKER | | | 0038 616-02320 963.000 SYS | 1.42000 1367.46| 3.00000 2889.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/17/00 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,556.80 ROUTE : CR 875N CALL ORDER : 201 CONTRACT ID : B -24980-A COUNTIES : PORTER LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035114 | |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 616-06405 708.000 TON | 20.35000 14407.80| 29.00000 20532.00| RIPRAP, REVETMENT | | | 0040 621-06567 6.400 MG | 2.00000 12.80| 2.00000 12.80| WATER | | | 0041 621-06575 1600.000 SYS | 4.16000 6656.00| 4.16000 6656.00| SODDING, NURSERY | | | 0042 622-52436 3.000 EACH| 25.00000 75.00| 25.00000 75.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 120.000 EACH| 10.00000 1200.00| 10.00000 1200.00| SEEDLING | | | 0044 702-51110 644.000 LBS | 1.39000 895.16| 3.00000 1932.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0045 703-51030 3470.000 LBS | 0.64000 2220.80| 0.81000 2810.70| REINFORCING STEEL | | | 0046 703-51032 23605.000 LBS | 0.69000 16287.45| 0.81000 19120.05| REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 115.600 CYS | 420.86000 48651.42| 524.00000 60574.40| CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-05732 2.000 EACH| 1232.99000 2465.98| 1250.00000 2500.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0049 706-05733 2.000 EACH| 1232.99000 2465.98| 1250.00000 2500.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0050 706-51020 13.000 CYS | 447.22000 5813.86| 390.00000 5070.00| CONCRETE, C, RAILING | | | 0051 707-05984 330.000 LFT | 153.13000 50532.90| 83.50000 27555.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0052 709-51821 LUMP| 1700.00000 1700.00| 1700.00000 1700.00| SURFACE SEAL | | | 0053 715-05169 114.000 LFT | 22.91000 2611.74| 18.50000 2109.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0054 715-05407 120.000 LFT | 1.46000 175.20| 7.00000 840.00| PIPE, END BENT DRAIN, 6 IN. | | | 0055 715-46005 1.000 EACH| 138.65000 138.65| 234.00000 234.00| PIPE END SECTION, 15 IN. | | | 0056 715-91361 7.000 LFT | 27.31000 191.17| 9.00000 63.00| PIPE, PVC, 6 IN. | | | 0057 720-45050 1.000 EACH| 982.56000 982.56| 1700.00000 1700.00| INLET, J11 | | | 0058 801-04308 4.000 EACH| 215.00000 860.00| 110.00000 440.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/17/00 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,556.80 ROUTE : CR 875N CALL ORDER : 201 CONTRACT ID : B -24980-A COUNTIES : PORTER LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035114 | |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06605 4.000 EACH| 128.00000 512.00| 68.00000 272.00| BARRICADE, IIIA | | | 0060 801-06606 4.000 EACH| 148.00000 592.00| 98.00000 392.00| BARRICADE, IIIB | | | 0061 801-06625 7.000 EACH| 85.00000 595.00| 59.00000 413.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 16.000 EACH| 83.00000 1328.00| 74.00000 1184.00| CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP| 588.76000 588.76| 1000.00000 1000.00| MAINTAINING TRAFFIC | | | 0064 802-96915 LUMP| 117.76000 117.76| 250.00000 250.00| SIGN, RELOCATE | | | 0065 804-06725 2.000 EACH| 18.00000 36.00| 7.73000 15.46| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0066 808-06713 1200.000 LFT | 0.18000 216.00| 0.15000 180.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 1200.000 LFT | 0.18000 216.00| 0.15000 180.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 701-04576 570.000 LFT | 32.12000 18308.40| 39.80000 22686.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0069 202-01261 5.000 EACH| 8.00000 40.00| 40.00000 200.00| TESTING FOR ASBESTOS | | | SECTION TOTALS | $ 382,000.00| $ 392,777.84| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 382,000.00| $ 392,777.84| ====================================================================================================================================