INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,166.99 ROUTE : US 20 CALL ORDER : 430 CONTRACT ID : B -23409-A COUNTIES : LAPORTE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/11/98 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 226-3(010) 226-3(010) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION COMPANY $ 843,140.39 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 872,438.19 103.4748% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 873,900.88 103.6483% 4 35-1489621 HRP CONSTRUCTION, INC. $ 957,937.67 113.6154% 5 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 999,999.99 118.6042% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1212938 |(3) 35-0918397 |NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE IMPROVEMENT | | | 0001 201-52370 LUMP| 49914.87000 49914.87| 15000.00000 15000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0003 202-01405 600.000 CYS | 61.00000 36600.00| 55.00000 33000.00| 97.50000 58500.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0004 202-02240 666.000 SYS | 16.00000 10656.00| 10.00000 6660.00| 19.00000 12654.00 PAVEMENT, REMOVE | | | 0005 202-02241 105.000 LFT | 3.00000 315.00| 1.70000 178.50| 5.75000 603.75 GUARDRAIL, REMOVE | | | 0006 202-02278 180.000 LFT | 3.50000 630.00| 3.00000 540.00| 5.00000 900.00 CURB, CONCRETE, REMOVE | | | 0007 202-02279 340.000 LFT | 3.50000 1190.00| 3.50000 1190.00| 7.32000 2488.80 CURB AND GUTTER, REMOVE | | | 0008 202-03000 LUMP| 19760.00000 19760.00| 7500.00000 7500.00| 8290.00000 8290.00 HOUSES AND BUILDINGS, REMOVE | | | 0009 202-03494 10.000 EACH| 285.00000 2850.00| 88.00000 880.00| 130.00000 1300.00 TESTING OR SAMPLING FOR HAZARDOUS | | | WASTES, HAZARDOUS SUBSTANCES, HAZARDOUS | | | MATERIALS, SPL. WASTES, OR ASBESTOS, A | | | 0010 202-03576 290.000 LFT | 79.50000 23055.00| 47.00000 13630.00| 133.56000 38732.40 CULVERT, CONCRETE, REMOVE | | | 0014 203-02000 4530.000 CYS | 12.70000 57531.00| 9.50000 43035.00| 2.60000 11778.00 EXCAVATION, COMMON | | | 0015 203-02020 550.000 CYS | 11.00000 6050.00| 10.00000 5500.00| 2.60000 1430.00 EXCAVATION, UNCLASSIFIED | | | 0016 203-51223 1240.000 CYS | 12.70000 15748.00| 10.50000 13020.00| 9.00000 11160.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,166.99 ROUTE : US 20 CALL ORDER : 430 CONTRACT ID : B -23409-A COUNTIES : LAPORTE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1212938 |(3) 35-0918397 |NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 205-02224 330.000 LFT | 2.20000 726.00| 1.70000 561.00| 18.00000 5940.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-04931 1.000 EACH| 1350.00000 1350.00| 1350.00000 1350.00| 1600.00000 1600.00 SEDIMENT TRAP | | | 0019 211-02060 2832.000 CYS | 22.95000 64994.40| 20.00000 56640.00| 1.00000 2832.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 402-05468 587.000 TON | 35.00000 20545.00| 56.00000 32872.00| 54.00000 31698.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05470 134.000 TON | 35.00000 4690.00| 61.00000 8174.00| 66.00000 8844.00 HMA BASE C25.0 mm, MAINLINE | | | 0022 402-05473 116.000 TON | 45.00000 5220.00| 71.00000 8236.00| 74.00000 8584.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0023 402-05477 97.000 TON | 50.00000 4850.00| 71.00000 6887.00| 80.00000 7760.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05521 4896.000 SYS | 0.25000 1224.00| 0.30000 1468.80| 0.25000 1224.00 ASPHALT MATERIAL FOR TACK COAT | | | 0025 602-05682 63.000 LFT | 30.60000 1927.80| 26.00000 1638.00| 78.00000 4914.00 TEMPORARY BARRIER, WATER FILLED | | | 0026 602-06639 300.000 LFT | 17.30000 5190.00| 35.00000 10500.00| 30.00000 9000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 605-06140 448.000 LFT | 17.00000 7616.00| 12.50000 5600.00| 28.00000 12544.00 CURB AND GUTTER, CONCRETE | | | 0028 615-06490 4.000 EACH| 190.00000 760.00| 125.00000 500.00| 200.00000 800.00 RIGHT OF WAY MARKER | | | 0029 616-02320 2221.000 SYS | 2.50000 5552.50| 2.80000 6218.80| 1.00000 2221.00 GEOTEXTILES | | | 0030 616-03472 2347.000 TON | 15.90000 37317.30| 14.00000 32858.00| 42.00000 98574.01 RIPRAP, REVEMENT 18 IN. | | | 0031 621-01004 2.000 EACH| 700.00000 1400.00| 740.00000 1480.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01852 850.000 SYS | 0.36000 306.00| 0.40000 340.00| 0.36000 306.00 MULCHED SEEDING, GRASS, 2 | | | 0033 621-06560 2240.000 SYS | 0.36000 806.40| 0.40000 896.00| 0.36000 806.40 MULCHED SEEDING, U | | | 0034 621-91582 70.000 EACH| 8.50000 595.00| 9.00000 630.00| 8.50000 595.00 SEEDLING, SHRUB | | | 0035 622-01345 130.000 EACH| 8.50000 1105.00| 9.00000 1170.00| 8.50000 1105.00 TREE PLANTING | | | 0036 622-52436 2.000 EACH| 22.00000 44.00| 23.00000 46.00| 22.00000 44.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,166.99 ROUTE : US 20 CALL ORDER : 430 CONTRACT ID : B -23409-A COUNTIES : LAPORTE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1212938 |(3) 35-0918397 |NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 714-26725 588.000 LFT | 545.00000 320460.00| 740.00000 435120.00| 675.00000 396900.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0038 715-04509 85.000 LFT | 25.00000 2125.00| 83.00000 7055.00| 64.96000 5521.60 TEMPORARY PIPE , 36 INCH | | | 0039 715-05601 45.000 LFT | 36.85000 1658.25| 75.00000 3375.00| 67.34000 3030.30 PIPE, GROUP D, 12 IN. | | | 0040 715-15015 16.000 LFT | 58.10000 929.60| 75.00000 1200.00| 73.25000 1172.00 PIPE, GROUP P, 15 IN. | | | 0041 715-99371 5.000 LFT | 88.50000 442.50| 115.00000 575.00| 115.82000 579.10 PIPE, GROUP A, 15 IN. | | | 0042 720-98174 2.000 EACH| 1605.00000 3210.00| 1500.00000 3000.00| 1649.75000 3299.50 INLET, B15 | | | 0043 722-60824 435.000 SYS | 5.45000 2370.75| 6.00000 2610.00| 10.00000 4350.00 SURFACE MILLING | | | 0044 801-04308 2.000 EACH| 179.00000 358.00| 195.00000 390.00| 179.00000 358.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06605 8.000 EACH| 79.00000 632.00| 85.00000 680.00| 79.00000 632.00 BARRICADE, IIIA | | | 0047 801-06606 2.000 EACH| 119.00000 238.00| 130.00000 260.00| 119.00000 238.00 BARRICADE, IIIB | | | 0048 801-06640 22.000 EACH| 69.00000 1518.00| 75.00000 1650.00| 69.00000 1518.00 CONSTRUCTION SIGN, A | | | 0049 801-06643 8200.000 LFT | 0.90000 7380.00| 0.80000 6560.00| 0.90000 7380.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0050 801-06644 3800.000 LFT | 0.90000 3420.00| 0.85000 3230.00| 0.90000 3420.00 TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0051 801-06645 2.000 EACH| 35.00000 70.00| 38.00000 76.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0052 801-06710 120.000 DAY | 28.00000 3360.00| 22.00000 2640.00| 21.00000 2520.00 FLASHING ARROW SIGN | | | 0053 808-06701 1338.000 LFT | 0.33000 441.54| 0.36000 481.68| 0.33000 441.54 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0054 808-06703 2183.000 LFT | 0.33000 720.39| 0.36000 785.88| 0.33000 720.39 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0055 808-06716 5515.000 LFT | 0.70000 3860.50| 0.90000 4963.50| 0.70000 3860.50 LINE, REMOVE | | | 0056 808-75245 5298.000 LFT | 0.33000 1748.34| 0.36000 1907.28| 0.33000 1748.34 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,166.99 ROUTE : US 20 CALL ORDER : 430 CONTRACT ID : B -23409-A COUNTIES : LAPORTE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1212938 |(3) 35-0918397 |NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 808-75278 425.000 LFT | 3.10000 1317.50| 1.80000 765.00| 3.10000 1317.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0058 808-75998 2.000 EACH| 240.00000 480.00| 410.00000 820.00| 240.00000 480.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 900-01925 7.000 MOS | 1500.00000 10500.00| 500.00000 3500.00| 1200.00000 8400.00 FIELD OFFICE, 550 SQ FT | | | 0060 920-06775 LUMP| 25475.00000 25475.00| 17000.00000 17000.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | 0061 930-06845 LUMP| 12515.00000 12515.00| 7000.00000 7000.00| 7875.00000 7875.00 CONSTRUCTION ENGINEERING | | | 0062 940-01001 LUMP| 43975.00000 43975.00| 45000.00000 45000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0063 202-02241 216.500 LFT | 5.50000 1190.75| 1.50000 324.75| 5.50000 1190.75 GUARDRAIL, REMOVE AND SALVAGE | | | 0064 202-74035 4.000 EACH| 35.00000 140.00| 75.00000 300.00| 100.00000 400.00 SIGN, REMOVE AND SALVAGE | | | 0065 202-93741 3.000 EACH| 200.00000 600.00| 140.00000 420.00| 200.00000 600.00 GUARD RAIL END TREATMENT, REMOVE AND | | | SALVAGE | | | 0066 715-04629 3.000 EACH| 495.00000 1485.00| 850.00000 2550.00| 250.00000 750.00 PIPE , REMOVE AND SALVAGE | | | SECTION TOTALS | $ 843,140.39| $ 872,438.19| $ 873,900.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 843,140.39| $ 872,438.19| $ 873,900.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,166.99 ROUTE : US 20 CALL ORDER : 430 CONTRACT ID : B -23409-A COUNTIES : LAPORTE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 36-2231526 | |HRP CONSTRUCTION, INC. |WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE IMPROVEMENT | | | 0001 201-52370 LUMP| 140000.00000 140000.00| 10266.50000 10266.50| CLEARING RIGHT OF WAY | | | 0003 202-01405 600.000 CYS | 30.00000 18000.00| 55.00000 33000.00| CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0004 202-02240 666.000 SYS | 6.00000 3996.00| 6.30000 4195.80| PAVEMENT, REMOVE | | | 0005 202-02241 105.000 LFT | 5.00000 525.00| 5.75000 603.75| GUARDRAIL, REMOVE | | | 0006 202-02278 180.000 LFT | 3.00000 540.00| 1.50000 270.00| CURB, CONCRETE, REMOVE | | | 0007 202-02279 340.000 LFT | 4.00000 1360.00| 2.95000 1003.00| CURB AND GUTTER, REMOVE | | | 0008 202-03000 LUMP| 7500.00000 7500.00| 5051.53000 5051.53| HOUSES AND BUILDINGS, REMOVE | | | 0009 202-03494 10.000 EACH| 200.00000 2000.00| 230.00000 2300.00| TESTING OR SAMPLING FOR HAZARDOUS | | | WASTES, HAZARDOUS SUBSTANCES, HAZARDOUS | | | MATERIALS, SPL. WASTES, OR ASBESTOS, A | | | 0010 202-03576 290.000 LFT | 50.00000 14500.00| 24.77000 7183.30| CULVERT, CONCRETE, REMOVE | | | 0014 203-02000 4530.000 CYS | 7.00000 31710.00| 6.00000 27180.00| EXCAVATION, COMMON | | | 0015 203-02020 550.000 CYS | 10.00000 5500.00| 6.00000 3300.00| EXCAVATION, UNCLASSIFIED | | | 0016 203-51223 1240.000 CYS | 10.00000 12400.00| 8.00000 9920.00| EXCAVATION, WATERWAY | | | 0017 205-02224 330.000 LFT | 1.75000 577.50| 1.75000 577.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-04931 1.000 EACH| 1500.00000 1500.00| 4028.70000 4028.70| SEDIMENT TRAP | | | 0019 211-02060 2832.000 CYS | 8.00000 22656.00| 1.00000 2832.00| B BORROW FOR STRUCTURE BACKFILL | | | 0020 402-05468 587.000 TON | 35.00000 20545.00| 40.00000 23480.00| HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05470 134.000 TON | 35.00000 4690.00| 45.00000 6030.00| HMA BASE C25.0 mm, MAINLINE | | | 0022 402-05473 116.000 TON | 45.00000 5220.00| 60.00000 6960.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 430 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,166.99 ROUTE : US 20 CALL ORDER : 430 CONTRACT ID : B -23409-A COUNTIES : LAPORTE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 36-2231526 | |HRP CONSTRUCTION, INC. |WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 402-05477 97.000 TON | 50.00000 4850.00| 66.00000 6402.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05521 4896.000 SYS | 0.25000 1224.00| 0.50000 2448.00| ASPHALT MATERIAL FOR TACK COAT | | | 0025 602-05682 63.000 LFT | 40.00000 2520.00| 162.02000 10207.26| TEMPORARY BARRIER, WATER FILLED | | | 0026 602-06639 300.000 LFT | 20.00000 6000.00| 20.61000 6183.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 605-06140 448.000 LFT | 12.00000 5376.00| 25.00000 11200.00| CURB AND GUTTER, CONCRETE | | | 0028 615-06490 4.000 EACH| 180.00000 720.00| 190.00000 760.00| RIGHT OF WAY MARKER | | | 0029 616-02320 2221.000 SYS | 1.00000 2221.00| 1.85000 4108.85| GEOTEXTILES | | | 0030 616-03472 2347.000 TON | 14.00000 32858.00| 15.00000 35205.00| RIPRAP, REVEMENT 18 IN. | | | 0031 621-01004 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01852 850.000 SYS | 0.36000 306.00| 0.36000 306.00| MULCHED SEEDING, GRASS, 2 | | | 0033 621-06560 2240.000 SYS | 0.36000 806.40| 0.36000 806.40| MULCHED SEEDING, U | | | 0034 621-91582 70.000 EACH| 8.50000 595.00| 8.50000 595.00| SEEDLING, SHRUB | | | 0035 622-01345 130.000 EACH| 8.50000 1105.00| 8.50000 1105.00| TREE PLANTING | | | 0036 622-52436 2.000 EACH| 22.00000 44.00| 22.00000 44.00| SIGN, DO NOT MOW OR SPRAY | | | 0037 714-26725 588.000 LFT | 827.00000 486276.00| 700.00000 411600.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0038 715-04509 85.000 LFT | 37.00000 3145.00| 45.33000 3853.05| TEMPORARY PIPE , 36 INCH | | | 0039 715-05601 45.000 LFT | 30.00000 1350.00| 25.88000 1164.60| PIPE, GROUP D, 12 IN. | | | 0040 715-15015 16.000 LFT | 70.00000 1120.00| 126.10000 2017.60| PIPE, GROUP P, 15 IN. | | | 0041 715-99371 5.000 LFT | 50.00000 250.00| 179.27000 896.35| PIPE, GROUP A, 15 IN. | | | 0042 720-98174 2.000 EACH| 1800.00000 3600.00| 1500.00000 3000.00| INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 430 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,166.99 ROUTE : US 20 CALL ORDER : 430 CONTRACT ID : B -23409-A COUNTIES : LAPORTE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 36-2231526 | |HRP CONSTRUCTION, INC. |WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 722-60824 435.000 SYS | 4.00000 1740.00| 4.92000 2140.20| SURFACE MILLING | | | 0044 801-04308 2.000 EACH| 179.00000 358.00| 179.00000 358.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06605 8.000 EACH| 79.00000 632.00| 79.00000 632.00| BARRICADE, IIIA | | | 0047 801-06606 2.000 EACH| 119.00000 238.00| 119.00000 238.00| BARRICADE, IIIB | | | 0048 801-06640 22.000 EACH| 69.00000 1518.00| 69.00000 1518.00| CONSTRUCTION SIGN, A | | | 0049 801-06643 8200.000 LFT | 0.90000 7380.00| 0.90000 7380.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0050 801-06644 3800.000 LFT | 0.90000 3420.00| 0.90000 3420.00| TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0051 801-06645 2.000 EACH| 35.00000 70.00| 35.00000 70.00| CONSTRUCTION SIGN, B | | | 0052 801-06710 120.000 DAY | 21.00000 2520.00| 21.00000 2520.00| FLASHING ARROW SIGN | | | 0053 808-06701 1338.000 LFT | 0.33000 441.54| 0.40000 535.20| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0054 808-06703 2183.000 LFT | 0.33000 720.39| 0.39000 851.37| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0055 808-06716 5515.000 LFT | 0.70000 3860.50| 0.70000 3860.50| LINE, REMOVE | | | 0056 808-75245 5298.000 LFT | 0.33000 1748.34| 0.53000 2807.94| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0057 808-75278 425.000 LFT | 3.10000 1317.50| 2.11000 896.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0058 808-75998 2.000 EACH| 240.00000 480.00| 100.00000 200.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 900-01925 7.000 MOS | 750.00000 5250.00| 2239.29000 15675.03| FIELD OFFICE, 550 SQ FT | | | 0060 920-06775 LUMP| 20000.00000 20000.00| 113771.08000 113771.08| MAINTAINING TRAFFIC | | | 0061 930-06845 LUMP| 7875.00000 7875.00| 137725.49000 137725.49| CONSTRUCTION ENGINEERING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 430 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,166.99 ROUTE : US 20 CALL ORDER : 430 CONTRACT ID : B -23409-A COUNTIES : LAPORTE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 36-2231526 | |HRP CONSTRUCTION, INC. |WALSH CONSTRUCTION CO. OF IL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 940-01001 LUMP| 45000.00000 45000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0063 202-02241 216.500 LFT | 5.00000 1082.50| 5.50000 1190.75| GUARDRAIL, REMOVE AND SALVAGE | | | 0064 202-74035 4.000 EACH| 300.00000 1200.00| 200.00000 800.00| SIGN, REMOVE AND SALVAGE | | | 0065 202-93741 3.000 EACH| 200.00000 600.00| 200.00000 600.00| GUARD RAIL END TREATMENT, REMOVE AND | | | SALVAGE | | | 0066 715-04629 3.000 EACH| 500.00000 1500.00| 441.83000 1325.49| PIPE , REMOVE AND SALVAGE | | | SECTION TOTALS | $ 957,937.67| $ 999,999.99| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 957,937.67| $ 999,999.99| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,755,422.35 ROUTE : RIDGE RD (HOBART) CALL ORDER : 450 CONTRACT ID : B -23529-A COUNTIES : LAKE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0024(001) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION COMPANY, INC. $ 1,692,310.08 100.0000% 2 35-0802882 CALUMET CONSTRUCTION CORPORATION $ 1,885,875.86 111.4379% 3 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 1,941,606.24 114.7311% 4 25-1205334 FOSTER, J.M., INC. $ 1,950,534.79 115.2587% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-0802882 |(3) 36-2231526 |SUPERIOR CONSTRUCTION COMPAN|CALUMET CONSTRUCTION CORPORA|WALSH CONSTRUCTION CO. OF IL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 1200.00000 14400.00| 1500.00000 18000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 18580.00000 18580.00| 18580.00000 18580.00| 250000.00000 250000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 85000.00000 85000.00| 92000.00000 92000.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 34000.00000 34000.00| 38000.00000 38000.00| 165000.00000 165000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 149.000 m2 | 10.00000 1490.00| 10.00000 1490.00| 14.40000 2145.60 PAVEMENT, REMOVE | | | 0006 202-02241 220.000 m | 19.69000 4331.80| 19.69000 4331.80| 14.41000 3170.20 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 150000.00000 150000.00| 295865.98000 295865.98| 141855.06000 141855.06 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 200.000 m2 | 5.00000 1000.00| 6.00000 1200.00| 5.00000 1000.00 SURFACE MILLING, ASPHALT | | | 0009 202-90413 705.000 m2 | 20.00000 14100.00| 6.00000 4230.00| 3.87000 2728.35 SLOPEWALL, CONCRETE, 100 MM, REMOVE | | | 0010 203-02000 850.000 m3 | 10.00000 8500.00| 5.00000 4250.00| 31.70000 26945.00 EXCAVATION, COMMON | | | 0011 203-02045 110.000 m3 | 7.00000 770.00| 6.00000 660.00| 7.63000 839.30 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 8100.000 m3 | 7.51000 60831.00| 11.50000 93150.00| 6.04000 48924.00 BORROW | | | 0013 204-02290 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 SETTLEMENT PLATE | | | 0014 205-02224 127.000 m | 6.50000 825.50| 5.60000 711.20| 5.60000 711.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,755,422.35 ROUTE : RIDGE RD (HOBART) CALL ORDER : 450 CONTRACT ID : B -23529-A COUNTIES : LAKE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-0802882 |(3) 36-2231526 |SUPERIOR CONSTRUCTION COMPAN|CALUMET CONSTRUCTION CORPORA|WALSH CONSTRUCTION CO. OF IL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 206-51220 370.000 m3 | 24.88000 9205.60| 75.00000 27750.00| 60.00000 22200.00 EXCAVATION, WET | | | 0016 206-51230 36.000 m3 | 15.00000 540.00| 20.00000 720.00| 60.00000 2160.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-02060 3300.000 m3 | 15.93000 52569.00| 16.00000 52800.00| 18.36000 60588.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 735.000 Mg | 12.50000 9187.50| 20.00000 14700.00| 11.19000 8224.65 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 1221.000 Mg | 33.30000 40659.30| 34.15000 41697.15| 33.50000 40903.50 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05470 116.000 Mg | 34.00000 3944.00| 46.75000 5423.00| 75.00000 8700.00 HMA BASE C25.0 mm, MAINLINE | | | 0021 402-05474 95.000 Mg | 39.00000 3705.00| 46.75000 4441.25| 36.40000 3458.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 309.000 Mg | 41.00000 12669.00| 43.20000 13348.80| 48.35000 14940.15 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 405-05518 1870.000 m2 | 0.30000 561.00| 0.69000 1290.30| 0.74000 1383.80 ASPHALT MATERIAL FOR PRIME COAT | | | 0024 406-05521 9670.000 m2 | 0.15000 1450.50| 0.12000 1160.40| 0.21000 2030.70 ASPHALT MATERIAL FOR TACK COAT | | | 0025 601-04746 3.000 EACH| 5000.00000 15000.00| 5000.00000 15000.00| 10323.31000 30969.93 ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-96062 95.640 m | 178.75000 17095.65| 178.75000 17095.65| 119.57000 11435.67 HANDRAIL, ALUMINUM, SCHEDULE 40, 50 mm | | | DIA. X 225 mm HIGH | | | 0027 602-06639 274.500 m | 110.00000 30195.00| 90.00000 24705.00| 129.63000 35583.44 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 311.100 m | 100.00000 31110.00| 90.00000 27999.00| 38.70000 12039.57 TEMPORARY CONCRETE BARRIER | | | 0029 610-05527 251.000 Mg | 53.00000 13303.00| 56.30000 14131.30| 41.45000 10403.95 HMA FOR APPROACHES | | | 0030 616-02320 1644.000 m2 | 4.50000 7398.00| 3.50000 5754.00| 2.00000 3288.00 GEOTEXTILES | | | 0031 616-06405 1964.000 Mg | 22.41000 44013.24| 18.00000 35352.00| 18.40000 36137.60 RIPRAP, REVETMENT | | | 0032 616-94426 6095.000 m2 | 4.53000 27610.35| 3.00000 18285.00| 5.42000 33034.90 GEOGRID | | | 0033 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 1.300 Mg | 540.00000 702.00| 540.00000 702.00| 539.99000 701.99 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,755,422.35 ROUTE : RIDGE RD (HOBART) CALL ORDER : 450 CONTRACT ID : B -23529-A COUNTIES : LAKE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-0802882 |(3) 36-2231526 |SUPERIOR CONSTRUCTION COMPAN|CALUMET CONSTRUCTION CORPORA|WALSH CONSTRUCTION CO. OF IL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06548 5.000 kg | 45.00000 225.00| 45.00000 225.00| 45.00000 225.00 SEED MIXTURE, CV | | | 0036 621-06554 235.000 kg | 7.95000 1868.25| 7.95000 1868.25| 7.95000 1868.25 SEED MIXTURE, U | | | 0037 621-06565 6.200 Mg | 415.00000 2573.00| 415.00000 2573.00| 415.00000 2573.00 MULCHING MATERIAL | | | 0038 621-06567 26.000 kL | 0.75000 19.50| 0.75000 19.50| 0.75000 19.50 WATER | | | 0039 621-06574 96.000 m2 | 2.95000 283.20| 2.95000 283.20| 2.95000 283.20 SODDING | | | 0040 621-06575 1310.000 m2 | 2.95000 3864.50| 2.95000 3864.50| 2.95000 3864.50 SODDING, NURSERY | | | 0041 621-91582 62.000 EACH| 9.75000 604.50| 9.75000 604.50| 9.75000 604.50 SEEDLING, SHRUB | | | 0042 622-91786 30.000 EACH| 9.75000 292.50| 9.75000 292.50| 9.75000 292.50 SEEDLING | | | 0043 701-02139 2140.000 m | 95.66000 204712.40| 115.00000 246100.00| 95.80000 205012.00 PILE, STEEL SHELL, 9.53 mm, 356 mm | | | 0044 701-90976 13654.000 kg | 1.23000 16794.42| 1.33000 18159.82| 1.50000 20481.00 REINFORCING STEEL, GRADE 60 | | | 0045 701-99086 8.000 EACH| 150.00000 1200.00| 300.00000 2400.00| 260.33000 2082.64 PILE TIP, STEEL SHELL | | | 0046 702-51005 226.000 m3 | 600.00000 135600.00| 800.00000 180800.00| 500.00000 113000.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 70.600 m3 | 600.00000 42360.00| 600.00000 42360.00| 350.00000 24710.00 CONCRETE, B, FOOTINGS | | | 0048 702-51046 40.000 m3 | 146.00000 5840.00| 165.00000 6600.00| 300.00000 12000.00 CONCRETE, FOUNDATION SEAL | | | 0049 702-51863 310.000 EACH| 8.00000 2480.00| 12.00000 3720.00| 10.00000 3100.00 FIELD DRILLED HOLE IN CONCRETE | | | 0050 703-96177 51882.000 kg | 1.36000 70559.52| 1.50000 77823.00| 1.39000 72115.98 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0051 703-97703 1006.000 EACH| 10.04000 10100.24| 15.00000 15090.00| 10.10000 10160.60 THREADED BAR SPLICE, EPOXY COATED | | | 0052 704-51002 303.000 m3 | 900.00000 272700.00| 550.00000 166650.00| 600.00000 181800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-51020 20.200 m3 | 497.27000 10044.85| 600.00000 12120.00| 600.18000 12123.64 CONCRETE, C, RAILING | | | 0054 707-51045 LUMP| 168000.00000 168000.00| 175000.00000 175000.00| 150000.00000 150000.00 CONCRETE STRUCTURAL MEMBERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,755,422.35 ROUTE : RIDGE RD (HOBART) CALL ORDER : 450 CONTRACT ID : B -23529-A COUNTIES : LAKE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-0802882 |(3) 36-2231526 |SUPERIOR CONSTRUCTION COMPAN|CALUMET CONSTRUCTION CORPORA|WALSH CONSTRUCTION CO. OF IL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 709-51821 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 SURFACE SEAL | | | 0056 715-03149 10.000 m | 100.00000 1000.00| 100.00000 1000.00| 89.74000 897.40 PIPE, GROUP D, 375 mm | | | 0057 715-46005 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 206.48000 412.96 PIPE END SECTION, 375 mm | | | 0058 801-06605 1.000 EACH| 105.00000 105.00| 105.00000 105.00| 105.00000 105.00 BARRICADE, IIIA | | | 0059 801-06640 31.000 EACH| 96.00000 2976.00| 96.00000 2976.00| 96.00000 2976.00 CONSTRUCTION SIGN, A | | | 0060 801-06643 1039.000 m | 3.02000 3137.78| 3.02000 3137.78| 3.02000 3137.78 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0061 801-06644 1038.000 m | 3.02000 3134.76| 3.02000 3134.76| 3.02000 3134.76 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0062 801-06645 2.000 EACH| 29.00000 58.00| 29.00000 58.00| 29.00000 58.00 CONSTRUCTION SIGN, B | | | 0063 801-06647 275.000 m | 0.85000 233.75| 0.85000 233.75| 0.85000 233.75 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0064 801-06649 275.000 EACH| 5.00000 1375.00| 35.00000 9625.00| 15.00000 4125.00 TEMPORARY RAISED PAVEMENT MARKER | | | 0065 801-06775 LUMP| 5493.00000 5493.00| 5000.00000 5000.00| 79978.25000 79978.25 MAINTAINING TRAFFIC | | | 0066 808-06714 1039.000 m | 0.85000 883.15| 0.85000 883.15| 0.85000 883.15 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0067 808-06716 1613.000 m | 1.64000 2645.32| 1.64000 2645.32| 1.64000 2645.32 LINE, REMOVE | | | SECTION TOTALS | $ 1,692,310.08| $ 1,885,875.86| $ 1,941,606.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,692,310.08| $ 1,885,875.86| $ 1,941,606.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 450 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,755,422.35 ROUTE : RIDGE RD (HOBART) CALL ORDER : 450 CONTRACT ID : B -23529-A COUNTIES : LAKE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 25-1205334 | | |FOSTER, J.M., 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 12.000 MOS | 2102.63000 25231.56| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 21872.00000 21872.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 75339.00000 75339.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10595.00000 10595.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 149.000 m2 | 27.02000 4025.98| | PAVEMENT, REMOVE | | | 0006 202-02241 220.000 m | 16.60000 3652.00| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 97352.00000 97352.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 200.000 m2 | 5.89000 1178.00| | SURFACE MILLING, ASPHALT | | | 0009 202-90413 705.000 m2 | 29.64000 20896.20| | SLOPEWALL, CONCRETE, 100 MM, REMOVE | | | 0010 203-02000 850.000 m3 | 22.16000 18836.00| | EXCAVATION, COMMON | | | 0011 203-02045 110.000 m3 | 22.47000 2471.70| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 8100.000 m3 | 15.30000 123930.00| | BORROW | | | 0013 204-02290 1.000 EACH| 1622.15000 1622.15| | SETTLEMENT PLATE | | | 0014 205-02224 127.000 m | 6.59000 836.93| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 206-51220 370.000 m3 | 28.00000 10360.00| | EXCAVATION, WET | | | 0016 206-51230 36.000 m3 | 25.51000 918.36| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-02060 3300.000 m3 | 21.23000 70059.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 735.000 Mg | 14.72000 10819.20| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 1221.000 Mg | 37.20000 45421.20| | HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 450 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,755,422.35 ROUTE : RIDGE RD (HOBART) CALL ORDER : 450 CONTRACT ID : B -23529-A COUNTIES : LAKE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 25-1205334 | | |FOSTER, J.M., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05470 116.000 Mg | 67.33000 7810.28| | HMA BASE C25.0 mm, MAINLINE | | | 0021 402-05474 95.000 Mg | 40.44000 3841.80| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 309.000 Mg | 53.68000 16587.12| | HMA SURFACE 9.5 mm, MAINLINE | | | 0023 405-05518 1870.000 m2 | 0.82000 1533.40| | ASPHALT MATERIAL FOR PRIME COAT | | | 0024 406-05521 9670.000 m2 | 0.24000 2320.80| | ASPHALT MATERIAL FOR TACK COAT | | | 0025 601-04746 3.000 EACH| 5885.88000 17657.64| | ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-96062 95.640 m | 117.72000 11258.74| | HANDRAIL, ALUMINUM, SCHEDULE 40, 50 mm | | | DIA. X 225 mm HIGH | | | 0027 602-06639 274.500 m | 95.48000 26209.26| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 311.100 m | 90.03000 28008.33| | TEMPORARY CONCRETE BARRIER | | | 0029 610-05527 251.000 Mg | 46.03000 11553.53| | HMA FOR APPROACHES | | | 0030 616-02320 1644.000 m2 | 4.64000 7628.16| | GEOTEXTILES | | | 0031 616-06405 1964.000 Mg | 18.08000 35509.12| | RIPRAP, REVETMENT | | | 0032 616-94426 6095.000 m2 | 4.72000 28768.40| | GEOGRID | | | 0033 621-01004 2.000 EACH| 1000.60000 2001.20| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 1.300 Mg | 635.68000 826.38| | FERTILIZER | | | 0035 621-06548 5.000 kg | 52.97000 264.85| | SEED MIXTURE, CV | | | 0036 621-06554 235.000 kg | 9.36000 2199.60| | SEED MIXTURE, U | | | 0037 621-06565 6.200 Mg | 488.53000 3028.89| | MULCHING MATERIAL | | | 0038 621-06567 26.000 kL | 0.88000 22.88| | WATER | | | 0039 621-06574 96.000 m2 | 3.47000 333.12| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 450 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,755,422.35 ROUTE : RIDGE RD (HOBART) CALL ORDER : 450 CONTRACT ID : B -23529-A COUNTIES : LAKE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 25-1205334 | | |FOSTER, J.M., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06575 1310.000 m2 | 3.47000 4545.70| | SODDING, NURSERY | | | 0041 621-91582 62.000 EACH| 11.48000 711.76| | SEEDLING, SHRUB | | | 0042 622-91786 30.000 EACH| 11.48000 344.40| | SEEDLING | | | 0043 701-02139 2140.000 m | 207.03000 443044.20| | PILE, STEEL SHELL, 9.53 mm, 356 mm | | | 0044 701-90976 13654.000 kg | 1.79000 24440.66| | REINFORCING STEEL, GRADE 60 | | | 0045 701-99086 8.000 EACH| 235.44000 1883.52| | PILE TIP, STEEL SHELL | | | 0046 702-51005 226.000 m3 | 377.35000 85281.10| | CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 70.600 m3 | 2827.08000 199591.85| | CONCRETE, B, FOOTINGS | | | 0048 702-51046 40.000 m3 | 109.45000 4378.00| | CONCRETE, FOUNDATION SEAL | | | 0049 702-51863 310.000 EACH| 29.85000 9253.50| | FIELD DRILLED HOLE IN CONCRETE | | | 0050 703-96177 51882.000 kg | 1.64000 85086.48| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0051 703-97703 1006.000 EACH| 11.89000 11961.34| | THREADED BAR SPLICE, EPOXY COATED | | | 0052 704-51002 303.000 m3 | 431.09000 130620.27| | CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-51020 20.200 m3 | 562.40000 11360.48| | CONCRETE, C, RAILING | | | 0054 707-51045 LUMP| 154210.00000 154210.00| | CONCRETE STRUCTURAL MEMBERS | | | 0055 709-51821 LUMP| 7063.00000 7063.00| | SURFACE SEAL | | | 0056 715-03149 10.000 m | 76.21000 762.10| | PIPE, GROUP D, 375 mm | | | 0057 715-46005 2.000 EACH| 382.00000 764.00| | PIPE END SECTION, 375 mm | | | 0058 801-06605 1.000 EACH| 123.60000 123.60| | BARRICADE, IIIA | | | 0059 801-06640 31.000 EACH| 113.01000 3503.31| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/19/98 PAGE : 450 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,755,422.35 ROUTE : RIDGE RD (HOBART) CALL ORDER : 450 CONTRACT ID : B -23529-A COUNTIES : LAKE LETTING DATE : 04/07/98 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 25-1205334 | | |FOSTER, J.M., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06643 1039.000 m | 3.56000 3698.84| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0061 801-06644 1038.000 m | 3.56000 3695.28| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0062 801-06645 2.000 EACH| 34.14000 68.28| | CONSTRUCTION SIGN, B | | | 0063 801-06647 275.000 m | 1.00000 275.00| | TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0064 801-06649 275.000 EACH| 1.71000 470.25| | TEMPORARY RAISED PAVEMENT MARKER | | | 0065 801-06775 LUMP| 6466.00000 6466.00| | MAINTAINING TRAFFIC | | | 0066 808-06714 1039.000 m | 1.00000 1039.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0067 808-06716 1613.000 m | 1.93000 3113.09| | LINE, REMOVE | | | SECTION TOTALS | $ 1,950,534.79| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,950,534.79| | ====================================================================================================================================