INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,152.38 ROUTE : I-65 CALL ORDER : 360 CONTRACT ID : B -25155-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0658138 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 785,348.22 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 822,792.96 104.7679% 3 35-1523985 WIRTZ & YATES, INC. $ 869,942.11 110.7715% 4 35-1106884 ELLAS CONSTRUCTION CO CONDITIONAL BID $ 881,740.41 112.2738% 5 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 939,532.70 119.6326% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1339168 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, 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 6.000 MOS | 750.00000 4500.00| 1993.68000 11962.08| 2000.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6800.00000 6800.00| 4035.92000 4035.92| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 40969.98000 40969.98| 41000.00000 41000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5500.00000 5500.00| 5181.08000 5181.08| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 97.000 m2 | 26.00000 2522.00| 20.17000 1956.49| 23.92000 2320.24 PAVEMENT, REMOVE | | | 0006 202-02241 769.000 m | 6.35000 4883.15| 6.90000 5306.10| 7.75000 5959.75 GUARDRAIL, REMOVE | | | 0007 202-02277 554.000 m | 21.00000 11634.00| 7.90000 4376.60| 16.40000 9085.60 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 65000.00000 65000.00| 64325.84000 64325.84| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60822 504.400 m2 | 6.50000 3278.60| 6.04000 3046.58| 6.00000 3026.40 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-91385 8.000 EACH| 175.00000 1400.00| 403.34000 3226.72| 800.00000 6400.00 INLET, REMOVE | | | 0011 202-96133 72.000 m | 33.00000 2376.00| 48.01000 3456.72| 65.00000 4680.00 PIPE, REMOVE | | | 0012 202-96151 LUMP| 750.00000 750.00| 1027.70000 1027.70| 4000.00000 4000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 202-99187 18.000 m | 6.50000 117.00| 27.00000 486.00| 50.00000 900.00 FENCE, FARM FIELD, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,152.38 ROUTE : I-65 CALL ORDER : 360 CONTRACT ID : B -25155-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1339168 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 3052.500 m3 | 21.00000 64102.50| 23.77000 72557.93| 13.00000 39682.50 EXCAVATION, COMMON | | | 0015 203-02080 2.000 km | 4000.00000 8000.00| 3738.64000 7477.28| 12000.00000 24000.00 LINEAR GRADING | | | 0016 205-02224 818.000 m | 6.00000 4908.00| 5.15000 4212.70| 6.00000 4908.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 20.000 m | 14.00000 280.00| 13.00000 260.00| 15.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02237 12.000 EACH| 90.00000 1080.00| 50.00000 600.00| 70.00000 840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 211-02060 109.100 m3 | 38.00000 4145.80| 39.30000 4287.63| 26.00000 2836.60 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 3.000 m3 | 225.00000 675.00| 424.54000 1273.62| 200.00000 600.00 FLOWABLE MORTAR | | | 0021 303-52308 3976.500 Mg | 15.00000 59647.50| 17.47000 69469.46| 18.70000 74360.55 COMPACTED AGGREGATE, O, 53 | | | 0022 402-05468 2471.300 Mg | 34.00000 84024.20| 32.00000 79081.60| 47.00000 116151.10 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 1255.500 Mg | 37.00000 46453.50| 36.84000 46252.62| 41.00000 51475.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 571.000 Mg | 44.00000 25124.00| 51.00000 29121.00| 48.00000 27408.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 405-05517 12.000 Mg | 340.00000 4080.00| 370.00000 4440.00| 400.00000 4800.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 3.500 Mg | 430.00000 1505.00| 450.00000 1575.00| 450.00000 1575.00 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1300.00000 5200.00| 1190.00000 4760.00| 1340.00000 5360.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-06037 4.000 EACH| 650.00000 2600.00| 590.00000 2360.00| 675.00000 2700.00 GUARDRAIL END TREATMENT, I | | | 0029 601-06777 2.000 EACH| 7600.00000 15200.00| 6990.00000 13980.00| 8500.00000 17000.00 GRAVEL BARREL ARRAY | | | 0030 601-94689 2.000 EACH| 3500.00000 7000.00| 3190.00000 6380.00| 3500.00000 7000.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-97079 2.000 EACH| 1650.00000 3300.00| 488.85000 977.70| 1500.00000 3000.00 GRAVEL BARREL ARRAY, REMOVE | | | 0032 601-99105 544.830 m | 34.00000 18524.22| 31.94000 17401.87| 35.75000 19477.67 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,152.38 ROUTE : I-65 CALL ORDER : 360 CONTRACT ID : B -25155-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1339168 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99123 2.000 EACH| 2100.00000 4200.00| 1890.00000 3780.00| 2100.00000 4200.00 GUARDRAIL TRANSITION, GP | | | 0034 602-06729 6.000 EACH| 7.00000 42.00| 7.00000 42.00| 20.00000 120.00 BARRIER DELINEATOR | | | 0035 603-06040 24.000 m | 115.00000 2760.00| 72.00000 1728.00| 112.00000 2688.00 FENCE, FARM FIELD, 1190 mm | | | 0036 605-06140 517.000 m | 41.00000 21197.00| 39.35000 20343.95| 98.50000 50924.50 CURB AND GUTTER, CONCRETE | | | 0037 610-06257 129.200 m2 | 58.00000 7493.60| 77.40000 10000.08| 60.00000 7752.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0038 616-02320 154.000 m2 | 6.50000 1001.00| 2.96000 455.84| 6.00000 924.00 GEOTEXTILES | | | 0039 616-06405 114.000 Mg | 35.00000 3990.00| 26.46000 3016.44| 28.75000 3277.50 RIPRAP, REVETMENT | | | 0040 616-93772 6.000 EACH| 160.00000 960.00| 298.40000 1790.40| 100.00000 600.00 INSPECTION HOLE | | | 0041 621-06559 2013.000 m2 | 1.10000 2214.30| 1.00000 2013.00| 1.30000 2616.90 MULCHED SEEDING, R | | | 0042 621-06567 37.000 kL | 0.60000 22.20| 0.50000 18.50| 0.70000 25.90 WATER | | | 0043 702-51863 202.000 EACH| 9.00000 1818.00| 8.55000 1727.10| 8.00000 1616.00 FIELD DRILLED HOLE IN CONCRETE | | | 0044 703-06029 11161.000 kg | 1.75000 19531.75| 1.38000 15402.18| 1.20000 13393.20 REINFORCING BARS, EPOXY COATED | | | 0045 704-51002 22.400 m3 | 750.00000 16800.00| 896.31000 20077.34| 1875.00000 42000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1500.00000 6000.00| 1000.00000 4000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 33.700 m3 | 550.00000 18535.00| 435.00000 14659.50| 410.00000 13817.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 6000.00000 6000.00| 2000.00000 2000.00| 5000.00000 5000.00 SURFACE SEAL | | | 0049 710-51870 10.000 m2 | 340.00000 3400.00| 1137.79000 11377.90| 374.50000 3745.00 REPOINTING MASONRY IN STRUCTURES | | | 0050 715-01662 33.000 m | 50.00000 1650.00| 66.73000 2202.09| 100.00000 3300.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0051 715-05149 60.000 m | 130.00000 7800.00| 75.00000 4500.00| 35.00000 2100.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0052 715-46000 6.000 EACH| 200.00000 1200.00| 458.85000 2753.10| 200.00000 1200.00 PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 360 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,152.38 ROUTE : I-65 CALL ORDER : 360 CONTRACT ID : B -25155-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1339168 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 720-98174 6.000 EACH| 1300.00000 7800.00| 2303.55000 13821.30| 1400.00000 8400.00 INLET, B15 | | | 0054 720-98555 6.000 EACH| 1300.00000 7800.00| 2353.55000 14121.30| 1500.00000 9000.00 INLET, C15 | | | 0055 722-51401 75.000 m2 | 380.00000 28500.00| 408.02000 30601.50| 215.00000 16125.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0056 722-51842 526.000 m2 | 39.00000 20514.00| 53.18000 27972.68| 60.00000 31560.00 BRIDGE DECK OVERLAY | | | 0057 722-51846 7.700 m3 | 395.00000 3041.50| 395.00000 3041.50| 395.00000 3041.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0058 722-51852 150.000 m2 | 120.00000 18000.00| 185.61000 27841.50| 75.00000 11250.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0059 724-51925 18.000 m | 300.00000 5400.00| 485.96000 8747.28| 350.00000 6300.00 STRUCTURAL EXPANSION JOINT, SS | | | 0060 801-01093 4.000 EACH| 395.00000 1580.00| 500.00000 2000.00| 600.00000 2400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0062 801-06606 12.000 EACH| 100.00000 1200.00| 67.00000 804.00| 150.00000 1800.00 BARRICADE, IIIB | | | 0063 801-06625 23.000 EACH| 80.00000 1840.00| 72.00000 1656.00| 140.00000 3220.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 28.000 EACH| 115.00000 3220.00| 75.00000 2100.00| 150.00000 4200.00 CONSTRUCTION SIGN, A | | | 0065 801-06710 60.000 DAY | 16.50000 990.00| 14.00000 840.00| 18.00000 1080.00 FLASHING ARROW SIGN | | | 0066 801-06775 LUMP| 22000.00000 22000.00| 20042.98000 20042.98| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0068 808-06703 790.000 m | 1.25000 987.50| 1.28000 1011.20| 1.45000 1145.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0069 808-06716 2070.000 m | 1.40000 2898.00| 1.00000 2070.00| 1.15000 2380.50 LINE, REMOVE | | | 0070 808-75051 866.000 m | 3.70000 3204.20| 3.70000 3204.20| 4.25000 3680.50 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0071 808-75054 866.000 m | 3.70000 3204.20| 3.70000 3204.20| 4.25000 3680.50 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0072 808-75245 706.000 m | 1.25000 882.50| 1.28000 903.68| 1.45000 1023.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0073 801-04308 2.000 EACH| 140.00000 280.00| 150.00000 300.00| 300.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 360 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,152.38 ROUTE : I-65 CALL ORDER : 360 CONTRACT ID : B -25155-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1339168 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-06702 560.000 m | 1.35000 756.00| 1.60000 896.00| 1.80000 1008.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0075 501-04771 LUMP| 1700.00000 1700.00| 750.00000 750.00| 1500.00000 1500.00 CORING CONCRETE PAVEMENT | | | 0076 801-06207 6000.000 m | 2.90000 17400.00| 3.05000 18300.00| 3.30000 19800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0077 621-01004 1.000 EACH| 925.00000 925.00| 850.00000 850.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 785,348.22| $ 822,792.96| $ 869,942.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 785,348.22| $ 822,792.96| $ 869,942.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 360 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,152.38 ROUTE : I-65 CALL ORDER : 360 CONTRACT ID : B -25155-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1582109 | |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY 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 6.000 MOS | 1500.00000 9000.00| 2439.17000 14635.02| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5250.00000 5250.00| 28481.45000 28481.45| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 44000.00000 44000.00| 44609.61000 44609.61| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8500.00000 8500.00| 9592.42000 9592.42| CLEARING RIGHT OF WAY | | | 0005 202-02240 97.000 m2 | 17.60000 1707.20| 26.61000 2581.17| PAVEMENT, REMOVE | | | 0006 202-02241 769.000 m | 6.90000 5306.10| 6.90000 5306.10| GUARDRAIL, REMOVE | | | 0007 202-02277 554.000 m | 7.95000 4404.30| 4.25000 2354.50| GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 115000.00000 115000.00| 75266.45000 75266.45| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60822 504.400 m2 | 6.70000 3379.48| 4.42000 2229.45| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-91385 8.000 EACH| 446.00000 3568.00| 243.84000 1950.72| INLET, REMOVE | | | 0011 202-96133 72.000 m | 37.00000 2664.00| 33.59000 2418.48| PIPE, REMOVE | | | 0012 202-96151 LUMP| 1000.00000 1000.00| 1349.78000 1349.78| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 202-99187 18.000 m | 14.35000 258.30| 16.35000 294.30| FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 3052.500 m3 | 17.90000 54639.75| 29.08000 88766.70| EXCAVATION, COMMON | | | 0015 203-02080 2.000 km | 7900.00000 15800.00| 6718.91000 13437.82| LINEAR GRADING | | | 0016 205-02224 818.000 m | 5.18000 4237.24| 5.15000 4212.70| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 20.000 m | 13.00000 260.00| 13.00000 260.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02237 12.000 EACH| 50.00000 600.00| 50.00000 600.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 360 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,152.38 ROUTE : I-65 CALL ORDER : 360 CONTRACT ID : B -25155-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1582109 | |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-02060 109.100 m3 | 20.45000 2231.10| 34.19000 3730.13| B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 3.000 m3 | 205.00000 615.00| 412.19000 1236.57| FLOWABLE MORTAR | | | 0021 303-52308 3976.500 Mg | 14.50000 57659.25| 24.20000 96231.30| COMPACTED AGGREGATE, O, 53 | | | 0022 402-05468 2471.300 Mg | 32.00000 79081.60| 32.00000 79081.60| HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 1255.500 Mg | 34.60000 43440.30| 34.60000 43440.30| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 571.000 Mg | 41.55000 23725.05| 41.55000 23725.05| HMA SURFACE 9.5 mm, MAINLINE | | | 0025 405-05517 12.000 Mg | 320.00000 3840.00| 320.00000 3840.00| ASPHALT FOR PRIME COAT | | | 0026 406-05520 3.500 Mg | 400.00000 1400.00| 400.00000 1400.00| ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1190.00000 4760.00| 1190.00000 4760.00| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-06037 4.000 EACH| 590.00000 2360.00| 590.00000 2360.00| GUARDRAIL END TREATMENT, I | | | 0029 601-06777 2.000 EACH| 6990.00000 13980.00| 6990.00000 13980.00| GRAVEL BARREL ARRAY | | | 0030 601-94689 2.000 EACH| 3190.00000 6380.00| 3190.00000 6380.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-97079 2.000 EACH| 1980.00000 3960.00| 403.12000 806.24| GRAVEL BARREL ARRAY, REMOVE | | | 0032 601-99105 544.830 m | 31.94000 17401.87| 31.94000 17401.87| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 601-99123 2.000 EACH| 1890.00000 3780.00| 1890.00000 3780.00| GUARDRAIL TRANSITION, GP | | | 0034 602-06729 6.000 EACH| 5.00000 30.00| 8.41000 50.46| BARRIER DELINEATOR | | | 0035 603-06040 24.000 m | 72.00000 1728.00| 99.90000 2397.60| FENCE, FARM FIELD, 1190 mm | | | 0036 605-06140 517.000 m | 45.00000 23265.00| 45.00000 23265.00| CURB AND GUTTER, CONCRETE | | | 0037 610-06257 129.200 m2 | 60.00000 7752.00| 62.11000 8024.61| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0038 616-02320 154.000 m2 | 2.50000 385.00| 4.66000 717.64| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 360 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,152.38 ROUTE : I-65 CALL ORDER : 360 CONTRACT ID : B -25155-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1582109 | |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 616-06405 114.000 Mg | 43.75000 4987.50| 32.09000 3658.26| RIPRAP, REVETMENT | | | 0040 616-93772 6.000 EACH| 166.00000 996.00| 470.05000 2820.30| INSPECTION HOLE | | | 0041 621-06559 2013.000 m2 | 1.00000 2013.00| 1.00000 2013.00| MULCHED SEEDING, R | | | 0042 621-06567 37.000 kL | 0.50000 18.50| 0.50000 18.50| WATER | | | 0043 702-51863 202.000 EACH| 8.00000 1616.00| 12.47000 2518.94| FIELD DRILLED HOLE IN CONCRETE | | | 0044 703-06029 11161.000 kg | 2.85000 31808.85| 2.71000 30246.31| REINFORCING BARS, EPOXY COATED | | | 0045 704-51002 22.400 m3 | 1500.00000 33600.00| 1072.64000 24027.14| CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1205.00000 4820.00| 1100.00000 4400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 33.700 m3 | 677.00000 22814.90| 344.00000 11592.80| CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| SURFACE SEAL | | | 0049 710-51870 10.000 m2 | 375.00000 3750.00| 1500.00000 15000.00| REPOINTING MASONRY IN STRUCTURES | | | 0050 715-01662 33.000 m | 67.00000 2211.00| 96.35000 3179.55| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0051 715-05149 60.000 m | 89.25000 5355.00| 127.79000 7667.40| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0052 715-46000 6.000 EACH| 216.00000 1296.00| 395.98000 2375.88| PIPE END SECTION, 300 mm | | | 0053 720-98174 6.000 EACH| 1732.00000 10392.00| 1835.94000 11015.64| INLET, B15 | | | 0054 720-98555 6.000 EACH| 1732.00000 10392.00| 1835.94000 11015.64| INLET, C15 | | | 0055 722-51401 75.000 m2 | 336.00000 25200.00| 395.34000 29650.50| BRIDGE DECK PATCHING, FULL DEPTH | | | 0056 722-51842 526.000 m2 | 53.25000 28009.50| 68.57000 36067.82| BRIDGE DECK OVERLAY | | | 0057 722-51846 7.700 m3 | 395.00000 3041.50| 395.00000 3041.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0058 722-51852 150.000 m2 | 126.00000 18900.00| 142.03000 21304.50| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0059 724-51925 18.000 m | 401.00000 7218.00| 665.24000 11974.32| STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 360 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,152.38 ROUTE : I-65 CALL ORDER : 360 CONTRACT ID : B -25155-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1582109 | |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-01093 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0062 801-06606 12.000 EACH| 63.00000 756.00| 63.00000 756.00| BARRICADE, IIIB | | | 0063 801-06625 23.000 EACH| 70.00000 1610.00| 70.00000 1610.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 28.000 EACH| 67.00000 1876.00| 67.00000 1876.00| CONSTRUCTION SIGN, A | | | 0065 801-06710 60.000 DAY | 15.00000 900.00| 15.00000 900.00| FLASHING ARROW SIGN | | | 0066 801-06775 LUMP| 50000.00000 50000.00| 30987.54000 30987.54| MAINTAINING TRAFFIC | | | 0068 808-06703 790.000 m | 1.14000 900.60| 1.14000 900.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0069 808-06716 2070.000 m | 1.30000 2691.00| 1.30000 2691.00| LINE, REMOVE | | | 0070 808-75051 866.000 m | 3.44000 2979.04| 3.44000 2979.04| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0071 808-75054 866.000 m | 3.44000 2979.04| 3.44000 2979.04| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0072 808-75245 706.000 m | 1.14000 804.84| 1.14000 804.84| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0073 801-04308 2.000 EACH| 153.00000 306.00| 153.00000 306.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0074 808-06702 560.000 m | 1.41000 789.60| 1.41000 789.60| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0075 501-04771 LUMP| 750.00000 750.00| 800.00000 800.00| CORING CONCRETE PAVEMENT | | | 0076 801-06207 6000.000 m | 2.36000 14160.00| 2.36000 14160.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0077 621-01004 1.000 EACH| 850.00000 850.00| 850.00000 850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 881,740.41| $ 939,532.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 881,740.41| $ 939,532.70| ====================================================================================================================================