INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL CONTRACT TIME : 180 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 4,442,119.73 100.0000% 2 35-1106884 ELLAS CONSTRUCTION CO $ 4,670,386.46 105.1386% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 4,829,981.21 108.7314% 4 36-2231526 WALSH CONSTR CO OF ILL $ 5,648,940.07 127.1676% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION 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 105-01925 12.000 MOS | 1300.00000 15600.00| 1965.00000 23580.00| 1800.00000 21600.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 60000.00000 60000.00| 45000.00000 45000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 225000.00000 225000.00| 233000.00000 233000.00| 250000.00000 250000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 15000.00000 15000.00| 75000.00000 75000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2808.000 SYS | 6.00000 16848.00| 7.00000 19656.00| 12.00000 33696.00 PAVEMENT, REMOVE | | | 0006 202-02241 2878.000 LFT | 3.25000 9353.50| 2.15000 6187.70| 2.15000 6187.70 GUARDRAIL, REMOVE | | | 0007 202-02273 261.000 SYS | 12.00000 3132.00| 10.40000 2714.40| 14.00000 3654.00 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-51330 LUMP| 100000.00000 100000.00| 110000.00000 110000.00| 225000.00000 225000.00 PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0009 202-51330 LUMP| 100000.00000 100000.00| 110000.00000 110000.00| 225000.00000 225000.00 PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0010 202-60820 2368.000 SYS | 3.50000 8288.00| 5.10000 12076.80| 4.00000 9472.00 SURFACE MILLING, ASPHALT | | | 0011 203-02000 4986.000 CYS | 8.00000 39888.00| 9.00000 44874.00| 10.00000 49860.00 EXCAVATION, COMMON | | | 0012 203-02045 6512.000 CYS | 3.00000 19536.00| 3.00000 19536.00| 4.00000 26048.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 203-02070 10084.000 CYS | 0.13000 1310.92| 9.25000 93277.00| 11.00000 110924.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02100 450.000 CYS | 10.00000 4500.00| 8.70000 3915.00| 14.00000 6300.00 EXCAVATION, PEAT | | | 0015 203-02131 300.000 CYS | 12.00000 3600.00| 13.00000 3900.00| 14.00000 4200.00 EXPLORATORY EXCAVATION | | | 0016 205-06932 20.000 LFT | 5.30000 106.00| 5.30000 106.00| 5.30000 106.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 60.00000 120.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 1755.000 LFT | 1.66000 2913.30| 1.70000 2983.50| 1.66000 2913.30 TEMPORARY SILT FENCE | | | 0019 206-51230 610.000 CYS | 20.00000 12200.00| 25.30000 15433.00| 30.00000 18300.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 210-05873 LUMP| 15000.00000 15000.00| 6500.00000 6500.00| 10000.00000 10000.00 TESTING , STR NO 1 | | | 0021 210-05873 LUMP| 15000.00000 15000.00| 6500.00000 6500.00| 10000.00000 10000.00 TESTING , STR NO 2 | | | 0022 211-02050 800.000 CYS | 8.00000 6400.00| 11.25000 9000.00| 12.00000 9600.00 B BORROW | | | 0023 211-02060 11417.000 CYS | 8.00000 91336.00| 9.25000 105607.25| 12.00000 137004.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 211-06467 194.600 CYS | 35.00000 6811.00| 33.00000 6421.80| 35.00000 6811.00 AGGREGATE FOR END BENT BACKFILL | | | 0025 303-52308 285.000 TON | 23.30000 6640.50| 21.30000 6070.50| 28.00000 7980.00 COMPACTED AGGREGATE, O, 53 | | | 0026 304-06464 1720.000 CYS | 21.79000 37478.80| 27.00000 46440.00| 22.00000 37840.00 SUBBASE FOR PCCP | | | 0027 402-05473 873.000 TON | 30.70000 26801.10| 47.00000 41031.00| 39.00000 34047.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0028 402-05477 336.000 TON | 45.60000 15321.60| 58.00000 19488.00| 52.00000 17472.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0029 406-05520 10.230 TON | 485.00000 4961.55| 400.00000 4092.00| 500.00000 5115.00 ASPHALT FOR TACK COAT | | | 0030 501-06325 7521.000 SYS | 40.00000 300840.00| 51.40000 386579.40| 40.00000 300840.00 QC/QA PCCP, 14 IN. | | | 0031 503-03489 181.000 EACH| 8.00000 1448.00| 16.00000 2896.00| 11.00000 1991.00 RETROFITTED TIE BARS | | | 0032 503-05240 3771.000 LFT | 9.00000 33939.00| 7.30000 27528.30| 11.00000 41481.00 D-1 CONTRACTION JOINT | | | 0033 503-05310 339.000 LFT | 87.00000 29493.00| 100.00000 33900.00| 125.00000 42375.00 TERMINAL JOINT | | | 0034 601-01522 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-02207 1.000 EACH| 200.00000 200.00| 60.00000 60.00| 60.00000 60.00 TEMPORARY GUARD RAIL TRANSITION, VH, 6 | | | FT. 3 IN. SPACING | | | 0036 601-06246 1.000 EACH| 34400.00000 34400.00| 32500.00000 32500.00| 34700.00000 34700.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0037 601-07024 2.000 EACH| 2000.00000 4000.00| 12000.00000 24000.00| 12000.00000 24000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0038 601-07024 3.000 EACH| 20400.00000 61200.00| 18900.00000 56700.00| 18900.00000 56700.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | MODIFIED | | | 0039 601-94689 1.000 EACH| 2400.00000 2400.00| 2200.00000 2200.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 717.000 LFT | 11.00000 7887.00| 10.40000 7456.80| 10.40000 7456.80 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99132 3.000 EACH| 200.00000 600.00| 60.00000 180.00| 60.00000 180.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0042 602-06639 3570.000 LFT | 18.00000 64260.00| 18.40000 65688.00| 17.00000 60690.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0043 602-06646 390.000 LFT | 13.00000 5070.00| 12.00000 4680.00| 17.00000 6630.00 TEMPORARY CONCRETE BARRIER | | | 0044 602-06729 80.000 EACH| 3.95000 316.00| 4.00000 320.00| 8.50000 680.00 BARRIER DELINEATOR | | | 0045 602-06945 456.000 LFT | 60.00000 27360.00| 100.00000 45600.00| 65.00000 29640.00 BARRIER, CONCRETE, 45 IN. | | | 0046 603-01159 245.000 LFT | 14.28000 3498.60| 15.00000 3675.00| 15.00000 3675.00 FENCE, CHAIN LINK, 42 IN. | | | 0047 610-05527 3105.000 TON | 32.00000 99360.00| 49.00000 152145.00| 36.00000 111780.00 HMA FOR APPROACHES | | | 0048 610-06261 1193.400 SYS | 47.00000 56089.80| 57.00000 68023.80| 45.00000 53703.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0049 616-02320 555.000 SYS | 3.00000 1665.00| 2.50000 1387.50| 3.00000 1665.00 GEOTEXTILES | | | 0050 616-06405 98.000 TON | 30.00000 2940.00| 25.00000 2450.00| 40.00000 3920.00 RIPRAP, REVETMENT | | | 0051 621-01004 2.000 EACH| 825.00000 1650.00| 825.00000 1650.00| 825.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02770 3574.000 SYS | 1.68000 6004.32| 1.70000 6075.80| 1.68000 6004.32 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-06548 7.400 LBS | 22.50000 166.50| 22.50000 166.50| 22.50000 166.50 SEED MIXTURE, CV | | | 0054 621-06559 3574.000 SYS | 0.36000 1286.64| 0.36000 1286.64| 0.36000 1286.64 MULCHED SEEDING, R | | | 0055 621-06567 18.300 MG | 2.00000 36.60| 2.00000 36.60| 2.00000 36.60 WATER | | | 0056 621-06574 948.000 SYS | 4.58000 4341.84| 4.60000 4360.80| 4.58000 4341.84 SODDING | | | 0057 701-04732 5345.000 LFT | 30.00000 160350.00| 35.70000 190816.50| 42.00000 224490.00 PILE CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN. , 16 IN. | | | 0058 701-06011 4.000 EACH| 4000.00000 16000.00| 6420.00000 25680.00| 2000.00000 8000.00 DYNAMIC PILE LOAD TEST | | | 0059 702-51005 478.400 CYS | 350.00000 167440.00| 430.00000 205712.00| 500.00000 239200.00 CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51015 101.500 CYS | 350.00000 35525.00| 1170.00000 118755.00| 400.00000 40600.00 CONCRETE, B, FOOTINGS | | | 0061 702-51863 524.000 EACH| 9.00000 4716.00| 6.80000 3563.20| 10.00000 5240.00 FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-01540 196.000 EACH| 16.00000 3136.00| 18.00000 3528.00| 9.00000 1764.00 THREADED TIE BAR ASSEMBLY | | | 0063 703-51030 66247.000 LBS | 0.80000 52997.60| 0.65000 43060.55| 0.68000 45047.96 REINFORCING STEEL | | | 0064 703-51032 323001.000 LBS | 0.75000 242250.75| 0.71000 229330.71| 0.72000 232560.72 REINFORCING STEEL, EPOXY COATED | | | 0065 703-97936 3470.000 EACH| 10.00000 34700.00| 12.25000 42507.50| 8.65000 30015.50 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0066 704-51002 946.200 CYS | 405.00000 383211.00| 400.00000 378480.00| 400.00000 378480.00 CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-05734 2.000 EACH| 1750.00000 3500.00| 1500.00000 3000.00| 2000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0068 706-51020 136.400 CYS | 325.00000 44330.00| 405.00000 55242.00| 325.00000 44330.00 CONCRETE, C, RAILING | | | 0069 709-51821 LUMP| 10520.00000 10520.00| 11000.00000 11000.00| 12000.00000 12000.00 SURFACE SEAL , STR NO 1 | | | 0070 709-51821 LUMP| 11580.00000 11580.00| 9900.00000 9900.00| 12000.00000 12000.00 SURFACE SEAL , STR NO 2 | | | 0071 711-05778 LUMP| 25000.00000 25000.00| 8500.00000 8500.00| 25000.00000 25000.00 JACKING AND SUPPORTING BENT CAPS, STR | | | NO 1 | | | 0072 711-05778 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 40000.00000 40000.00 JACKING AND SUPPORTING BENT CAPS, STR | | | NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 711-51038 LUMP| 475000.00000 475000.00| 410000.00000 410000.00| 484775.12000 484775.12 STRUCTURAL STEEL , STR NO 1 | | | 0074 711-51038 LUMP| 375000.00000 375000.00| 410000.00000 410000.00| 403483.68000 403483.68 STRUCTURAL STEEL , STR NO 2 | | | 0075 715-05048 1810.000 LFT | 5.00000 9050.00| 7.00000 12670.00| 3.00000 5430.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0076 715-05053 738.000 LFT | 7.00000 5166.00| 10.00000 7380.00| 8.00000 5904.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0077 715-05407 424.000 LFT | 5.50000 2332.00| 9.70000 4112.80| 11.00000 4664.00 PIPE, END BENT DRAIN, 6 IN. | | | 0078 718-06531 5.000 EACH| 500.00000 2500.00| 685.00000 3425.00| 250.00000 1250.00 OUTLET PROTECTOR, 3 | | | 0079 718-52610 164.000 CYS | 22.00000 3608.00| 50.00000 8200.00| 28.00000 4592.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 1541.000 SYS | 1.50000 2311.50| 1.50000 2311.50| 1.00000 1541.00 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-04499 1.000 EACH| 1000.00000 1000.00| 470.00000 470.00| 600.00000 600.00 INLET, RECONSTRUCT | | | 0082 720-44015 1.000 EACH| 1000.00000 1000.00| 720.00000 720.00| 500.00000 500.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0083 720-44296 1.000 EACH| 1000.00000 1000.00| 470.00000 470.00| 350.00000 350.00 CAP INLET | | | 0084 728-98377 LUMP| 6110.00000 6110.00| 9500.00000 9500.00| 6800.00000 6800.00 MASONRY COATING , STR NO 1 | | | 0085 728-98377 LUMP| 6830.00000 6830.00| 9000.00000 9000.00| 7200.00000 7200.00 MASONRY COATING , STR NO 2 | | | 0086 731-93945 11507.000 SFT | 11.00000 126577.00| 9.70000 111617.90| 8.00000 92056.00 FACE PANELS, CONCRETE | | | 0087 731-93946 11507.000 SFT | 4.00000 46028.00| 5.60000 64439.20| 6.00000 69042.00 WALL ERECTION | | | 0088 731-93947 605.000 LFT | 60.00000 36300.00| 66.00000 39930.00| 12.00000 7260.00 LEVELING PAD, CONCRETE | | | 0089 801-01093 8.000 EACH| 1260.00000 10080.00| 1260.00000 10080.00| 995.00000 7960.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0090 801-04308 1.000 EACH| 154.00000 154.00| 154.00000 154.00| 455.00000 455.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06198 180.000 DAY | 500.00000 90000.00| 720.00000 129600.00| 425.00000 76500.00 PATROLLER | | | 0092 801-06201 53.330 SYS | 117.00000 6239.61| 117.00000 6239.61| 15.00000 799.95 TEMPORARY PANEL SIGNS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 801-06202 197.000 LFT | 8.35000 1644.95| 8.35000 1644.95| 15.00000 2955.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0094 801-06207 43259.000 LFT | 0.78000 33742.02| 0.78000 33742.02| 0.94000 40663.46 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0095 801-06605 4.000 EACH| 94.00000 376.00| 94.00000 376.00| 155.00000 620.00 BARRICADE, IIIA | | | 0096 801-06625 6.000 EACH| 89.00000 534.00| 89.00000 534.00| 168.00000 1008.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0097 801-06640 38.000 EACH| 95.00000 3610.00| 95.00000 3610.00| 115.00000 4370.00 CONSTRUCTION SIGN, A | | | 0098 801-06645 2.000 EACH| 32.00000 64.00| 32.00000 64.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0099 801-06775 LUMP| 246000.00000 246000.00| 19200.00000 19200.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0100 801-09133 6.000 EACH| 6850.00000 41100.00| 6850.00000 41100.00| 5400.00000 32400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0101 801-97643 1728.000 LFT | 5.80000 10022.40| 5.80000 10022.40| 3.90000 6739.20 TEMPORARY BUZZ STRIPS | | | 0102 804-06770 4.000 EACH| 8.95000 35.80| 18.00000 72.00| 10.00000 40.00 DELINEATOR POST | | | 0103 805-06595 800.000 LFT | 8.00000 6400.00| 3.90000 3120.00| 9.40000 7520.00 CONDUIT, PVC, 2 IN. | | | 0104 808-06713 3791.000 LFT | 0.21000 796.11| 0.21000 796.11| 0.17000 644.47 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0105 808-06714 4207.000 LFT | 0.21000 883.47| 0.21000 883.47| 0.17000 715.19 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0106 808-06716 8449.000 LFT | 0.45000 3802.05| 0.45000 3802.05| 0.55000 4646.95 LINE, REMOVE | | | 0107 808-75002 1096.000 LFT | 0.62000 679.52| 0.62000 679.52| 0.26000 284.96 LINE, PAINT, BROKEN, WHITE, 6 IN. | | | 0108 808-75008 1641.000 LFT | 0.78000 1279.98| 0.78000 1279.98| 0.35000 574.35 LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0109 808-75072 344.000 LFT | 2.35000 808.40| 2.35000 808.40| 1.50000 516.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | SECTION TOTALS | $ 4,442,119.73| $ 4,670,386.46| $ 4,829,981.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,442,119.73| $ 4,670,386.46| $ 4,829,981.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | 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 | 2086.67000 25040.04| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 168500.00000 168500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 290000.00000 290000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28000.00000 28000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 2808.000 SYS | 5.00000 14040.00| | PAVEMENT, REMOVE | | | 0006 202-02241 2878.000 LFT | 4.00000 11512.00| | GUARDRAIL, REMOVE | | | 0007 202-02273 261.000 SYS | 25.00000 6525.00| | CENTER CURB, CONCRETE, REMOVE | | | 0008 202-51330 LUMP| 170000.00000 170000.00| | PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0009 202-51330 LUMP| 170000.00000 170000.00| | PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0010 202-60820 2368.000 SYS | 4.00000 9472.00| | SURFACE MILLING, ASPHALT | | | 0011 203-02000 4986.000 CYS | 10.00000 49860.00| | EXCAVATION, COMMON | | | 0012 203-02045 6512.000 CYS | 1.50000 9768.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 203-02070 10084.000 CYS | 11.00000 110924.00| | BORROW | | | 0014 203-02100 450.000 CYS | 11.00000 4950.00| | EXCAVATION, PEAT | | | 0015 203-02131 300.000 CYS | 15.00000 4500.00| | EXPLORATORY EXCAVATION | | | 0016 205-06932 20.000 LFT | 5.30000 106.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 2.000 EACH| 60.00000 120.00| | TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 1755.000 LFT | 1.66000 2913.30| | TEMPORARY SILT FENCE | | | 0019 206-51230 610.000 CYS | 30.00000 18300.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 210-05873 LUMP| 10000.00000 10000.00| | TESTING , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 210-05873 LUMP| 10000.00000 10000.00| | TESTING , STR NO 2 | | | 0022 211-02050 800.000 CYS | 12.00000 9600.00| | B BORROW | | | 0023 211-02060 11417.000 CYS | 9.00000 102753.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0024 211-06467 194.600 CYS | 31.00000 6032.60| | AGGREGATE FOR END BENT BACKFILL | | | 0025 303-52308 285.000 TON | 22.00000 6270.00| | COMPACTED AGGREGATE, O, 53 | | | 0026 304-06464 1720.000 CYS | 40.00000 68800.00| | SUBBASE FOR PCCP | | | 0027 402-05473 873.000 TON | 30.70000 26801.10| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0028 402-05477 336.000 TON | 45.60000 15321.60| | HMA SURFACE 9.5 mm, MAINLINE | | | 0029 406-05520 10.230 TON | 485.00000 4961.55| | ASPHALT FOR TACK COAT | | | 0030 501-06325 7521.000 SYS | 50.00000 376050.00| | QC/QA PCCP, 14 IN. | | | 0031 503-03489 181.000 EACH| 15.00000 2715.00| | RETROFITTED TIE BARS | | | 0032 503-05240 3771.000 LFT | 8.15000 30733.65| | D-1 CONTRACTION JOINT | | | 0033 503-05310 339.000 LFT | 113.74000 38557.86| | TERMINAL JOINT | | | 0034 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-02207 1.000 EACH| 60.00000 60.00| | TEMPORARY GUARD RAIL TRANSITION, VH, 6 | | | FT. 3 IN. SPACING | | | 0036 601-06246 1.000 EACH| 36200.00000 36200.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0037 601-07024 2.000 EACH| 13270.39000 26540.78| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0038 601-07024 3.000 EACH| 18900.00000 56700.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | MODIFIED | | | 0039 601-94689 1.000 EACH| 2200.00000 2200.00| | GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 717.000 LFT | 10.40000 7456.80| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 601-99132 3.000 EACH| 60.00000 180.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0042 602-06639 3570.000 LFT | 26.00000 92820.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0043 602-06646 390.000 LFT | 18.00000 7020.00| | TEMPORARY CONCRETE BARRIER | | | 0044 602-06729 80.000 EACH| 8.50000 680.00| | BARRIER DELINEATOR | | | 0045 602-06945 456.000 LFT | 88.00000 40128.00| | BARRIER, CONCRETE, 45 IN. | | | 0046 603-01159 245.000 LFT | 15.00000 3675.00| | FENCE, CHAIN LINK, 42 IN. | | | 0047 610-05527 3105.000 TON | 50.00000 155250.00| | HMA FOR APPROACHES | | | 0048 610-06261 1193.400 SYS | 59.00000 70410.60| | REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0049 616-02320 555.000 SYS | 2.50000 1387.50| | GEOTEXTILES | | | 0050 616-06405 98.000 TON | 40.00000 3920.00| | RIPRAP, REVETMENT | | | 0051 621-01004 2.000 EACH| 825.00000 1650.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02770 3574.000 SYS | 1.68000 6004.32| | EROSION CONTROL BLANKET | | | 0053 621-06548 7.400 LBS | 22.50000 166.50| | SEED MIXTURE, CV | | | 0054 621-06559 3574.000 SYS | 0.36000 1286.64| | MULCHED SEEDING, R | | | 0055 621-06567 18.300 MG | 2.00000 36.60| | WATER | | | 0056 621-06574 948.000 SYS | 4.58000 4341.84| | SODDING | | | 0057 701-04732 5345.000 LFT | 37.50000 200437.50| | PILE CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN. , 16 IN. | | | 0058 701-06011 4.000 EACH| 20000.00000 80000.00| | DYNAMIC PILE LOAD TEST | | | 0059 702-51005 478.400 CYS | 550.00000 263120.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 702-51015 101.500 CYS | 330.00000 33495.00| | CONCRETE, B, FOOTINGS | | | 0061 702-51863 524.000 EACH| 20.00000 10480.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-01540 196.000 EACH| 28.00000 5488.00| | THREADED TIE BAR ASSEMBLY | | | 0063 703-51030 66247.000 LBS | 0.61000 40410.67| | REINFORCING STEEL | | | 0064 703-51032 323001.000 LBS | 0.63000 203490.63| | REINFORCING STEEL, EPOXY COATED | | | 0065 703-97936 3470.000 EACH| 20.00000 69400.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0066 704-51002 946.200 CYS | 575.00000 544065.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-05734 2.000 EACH| 1800.00000 3600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0068 706-51020 136.400 CYS | 400.00000 54560.00| | CONCRETE, C, RAILING | | | 0069 709-51821 LUMP| 9855.00000 9855.00| | SURFACE SEAL , STR NO 1 | | | 0070 709-51821 LUMP| 10846.00000 10846.00| | SURFACE SEAL , STR NO 2 | | | 0071 711-05778 LUMP| 20000.00000 20000.00| | JACKING AND SUPPORTING BENT CAPS, STR | | | NO 1 | | | 0072 711-05778 LUMP| 35000.00000 35000.00| | JACKING AND SUPPORTING BENT CAPS, STR | | | NO 2 | | | 0073 711-51038 LUMP| 475000.00000 475000.00| | STRUCTURAL STEEL , STR NO 1 | | | 0074 711-51038 LUMP| 500000.00000 500000.00| | STRUCTURAL STEEL , STR NO 2 | | | 0075 715-05048 1810.000 LFT | 3.00000 5430.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0076 715-05053 738.000 LFT | 15.00000 11070.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0077 715-05407 424.000 LFT | 2.95000 1250.80| | PIPE, END BENT DRAIN, 6 IN. | | | 0078 718-06531 5.000 EACH| 900.00000 4500.00| | OUTLET PROTECTOR, 3 | | | 0079 718-52610 164.000 CYS | 39.00000 6396.00| | AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 718-99153 1541.000 SYS | 1.43000 2203.63| | GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-04499 1.000 EACH| 1158.53000 1158.53| | INLET, RECONSTRUCT | | | 0082 720-44015 1.000 EACH| 554.11000 554.11| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0083 720-44296 1.000 EACH| 314.11000 314.11| | CAP INLET | | | 0084 728-98377 LUMP| 12000.00000 12000.00| | MASONRY COATING , STR NO 1 | | | 0085 728-98377 LUMP| 12000.00000 12000.00| | MASONRY COATING , STR NO 2 | | | 0086 731-93945 11507.000 SFT | 9.00000 103563.00| | FACE PANELS, CONCRETE | | | 0087 731-93946 11507.000 SFT | 18.00000 207126.00| | WALL ERECTION | | | 0088 731-93947 605.000 LFT | 15.00000 9075.00| | LEVELING PAD, CONCRETE | | | 0089 801-01093 8.000 EACH| 1500.00000 12000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0090 801-04308 1.000 EACH| 330.00000 330.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06198 180.000 DAY | 400.00000 72000.00| | PATROLLER | | | 0092 801-06201 53.330 SYS | 150.00000 7999.50| | TEMPORARY PANEL SIGNS | | | 0093 801-06202 197.000 LFT | 20.00000 3940.00| | TEMPORARY PANEL SIGN SUPPORTS | | | 0094 801-06207 43259.000 LFT | 0.75000 32444.25| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0095 801-06605 4.000 EACH| 350.00000 1400.00| | BARRICADE, IIIA | | | 0096 801-06625 6.000 EACH| 250.00000 1500.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0097 801-06640 38.000 EACH| 170.00000 6460.00| | CONSTRUCTION SIGN, A | | | 0098 801-06645 2.000 EACH| 100.00000 200.00| | CONSTRUCTION SIGN, B | | | 0099 801-06775 LUMP| 200000.00000 200000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 469 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,203,335.39 ROUTE : TOLL ROAD (I-80/90) CALL ORDER : 469 CONTRACT ID : BT-26151-A COUNTIES : LAKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 801-09133 6.000 EACH| 5400.00000 32400.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0101 801-97643 1728.000 LFT | 4.00000 6912.00| | TEMPORARY BUZZ STRIPS | | | 0102 804-06770 4.000 EACH| 18.00000 72.00| | DELINEATOR POST | | | 0103 805-06595 800.000 LFT | 3.90000 3120.00| | CONDUIT, PVC, 2 IN. | | | 0104 808-06713 3791.000 LFT | 0.22000 834.02| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0105 808-06714 4207.000 LFT | 0.22000 925.54| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0106 808-06716 8449.000 LFT | 0.30000 2534.70| | LINE, REMOVE | | | 0107 808-75002 1096.000 LFT | 0.33000 361.68| | LINE, PAINT, BROKEN, WHITE, 6 IN. | | | 0108 808-75008 1641.000 LFT | 0.44000 722.04| | LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0109 808-75072 344.000 LFT | 1.32000 454.08| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | SECTION TOTALS | $ 5,648,940.07| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,648,940.07| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,755.00 ROUTE : TOLL ROAD CALL ORDER : 561 CONTRACT ID : MT-24688-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : TOLL CONTRACT TIME : 08/23/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1657131 MICHIANA CONTRACTING $ 243,440.00 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 309,000.00 126.9306% ==================================================================================================================================== |(1) 35-1657131 |(2) 36-2231526 | |MICHIANA CONTRACTING |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 POLE BUILDING REHABILITATION | | | 0001 605-04742 LUMP| 53000.00000 53000.00| 80000.00000 80000.00| WALL PANEL AND ROOF REPLACEMENT, SITE 1 | | | 0002 605-04742 LUMP| 53465.00000 53465.00| 75000.00000 75000.00| WALL PANEL AND ROOF REPLACEMENT, SITE 2 | | | 0003 605-04742 LUMP| 46610.00000 46610.00| 52000.00000 52000.00| WALL PANEL AND ROOF REPLACEMENT, SITE 3 | | | 0004 605-04742 LUMP| 45190.00000 45190.00| 52000.00000 52000.00| WALL PANEL AND ROOF REPLACEMENT, SITE 4 | | | 0005 605-04742 LUMP| 45175.00000 45175.00| 50000.00000 50000.00| WALL PANEL AND ROOF REPLACEMENT, SITE 5 | | | SECTION TOTALS | $ 243,440.00| $ 309,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 243,440.00| $ 309,000.00| ====================================================================================================================================