INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 111 CONTRACT ID : R -24075-A COUNTIES : VIGO LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 10,498,018.81 100.0000% 2 35-1139301 E & B PAVING, INC. $ 12,090,823.16 115.1724% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 12,304,137.05 117.2043% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 13,678,156.23 130.2927% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : C210008 C210008 C210008 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 4,114,000.00 100.0000% 2 61-1013120 T & C CONTRACTING, INC. $ 4,430,073.07 107.6828% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 5,138,773.62 124.9094% ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 15.000 MOS | 1300.00000 19500.00| 1388.00000 20820.00| 1200.00000 18000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 60000.00000 60000.00| 112350.00000 112350.00| 92900.00000 92900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 204165.52000 204165.52| 224000.00000 224000.00| 250000.00000 250000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 120000.00000 120000.00| 65750.00000 65750.00| 150000.00000 150000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 40.000 LFT | 7.00000 280.00| 7.70000 308.00| 4.36000 174.40 CURB, CONCRETE, REMOVE | | | 0006 202-51330 LUMP| 9000.00000 9000.00| 65068.00000 65068.00| 57500.00000 57500.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-52710 80.000 SYS | 10.50000 840.00| 2.90000 232.00| 7.70000 616.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 4124.000 SYS | 2.20000 9072.80| 2.20000 9072.80| 2.00000 8248.00 SURFACE MILLING, ASPHALT | | | 0009 203-02055 26064.000 CYS | 10.00000 260640.00| 7.87000 205123.68| 10.50000 273672.00 EMBANKMENT | | | 0010 205-02224 2295.000 LFT | 1.90000 4360.50| 1.90000 4360.50| 1.95000 4475.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 337.000 LFT | 3.65000 1230.05| 3.65000 1230.05| 3.75000 1263.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02231 266.000 LFT | 9.50000 2527.00| 11.52000 3064.32| 14.50000 3857.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02234 3.000 EACH| 150.00000 450.00| 65.00000 195.00| 63.90000 191.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 24.000 EACH| 80.00000 1920.00| 80.00000 1920.00| 84.00000 2016.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-02237 15.000 EACH| 65.00000 975.00| 65.00000 975.00| 67.00000 1005.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 206-51215 188.000 CYS | 60.00000 11280.00| 115.00000 21620.00| 144.00000 27072.00 EXCAVATION, X | | | 0017 206-51220 561.000 CYS | 33.00000 18513.00| 18.00000 10098.00| 24.00000 13464.00 EXCAVATION, WET | | | 0018 206-51225 266.000 CYS | 7.00000 1862.00| 16.00000 4256.00| 17.50000 4655.00 EXCAVATION, DRY | | | 0019 211-02060 4268.190 CYS | 28.00000 119509.32| 27.00000 115241.13| 21.00000 89631.99 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 42.700 CYS | 140.00000 5978.00| 120.00000 5124.00| 155.00000 6618.50 FLOWABLE MORTAR | | | 0021 303-52308 8091.000 TON | 13.00000 105183.00| 13.50000 109228.50| 16.80000 135928.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 304-06464 225.200 CYS | 30.00000 6756.00| 37.00000 8332.40| 24.00000 5404.80 SUBBASE FOR PCCP | | | 0023 305-05204 12.000 TON | 100.00000 1200.00| 120.00000 1440.00| 124.00000 1488.00 HMA FOR PATCHING | | | 0024 305-05207 2.000 TON | 2000.00000 4000.00| 1000.00000 2000.00| 1050.00000 2100.00 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0025 401-05437 16884.000 TON | 30.00000 506520.00| 31.00000 523404.00| 33.00000 557172.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 6560.000 TON | 31.00000 203360.00| 36.00000 236160.00| 38.00000 249280.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 2637.000 TON | 42.00000 110754.00| 56.00000 147672.00| 60.00000 158220.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 401-05457 305.000 TON | 42.00000 12810.00| 62.00000 18910.00| 65.00000 19825.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0029 401-06264 LUMP| 7000.00000 7000.00| 4400.00000 4400.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0031 402-05470 8112.000 TON | 22.00000 178464.00| 29.00000 235248.00| 32.00000 259584.00 HMA BASE C25.0 mm, MAINLINE | | | 0035 402-05481 842.000 TON | 30.00000 25260.00| 39.00000 32838.00| 40.00000 33680.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 404-05511 2340.000 SYS | 1.20000 2808.00| 2.00000 4680.00| 2.20000 5148.00 SEAL COAT, 2 | | | 0037 405-05517 43.800 TON | 300.00000 13140.00| 300.00000 13140.00| 320.00000 14016.00 ASPHALT FOR PRIME COAT | | | 0038 406-05520 39.800 TON | 160.00000 6368.00| 160.00000 6368.00| 170.00000 6766.00 ASPHALT FOR TACK COAT | | | 0039 502-06328 1067.000 SYS | 37.00000 39479.00| 51.00000 54417.00| 52.50000 56017.50 PCCP, 11 IN. | | | 0040 601-01626 1.000 EACH| 1950.00000 1950.00| 1595.00000 1595.00| 1615.00000 1615.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0041 601-01700 1.000 EACH| 1700.00000 1700.00| 1795.00000 1795.00| 1820.00000 1820.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0042 601-01846 2.000 EACH| 1700.00000 3400.00| 1795.00000 3590.00| 1820.00000 3640.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0043 601-02206 312.500 LFT | 11.25000 3515.63| 8.15000 2546.88| 8.50000 2656.25 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0044 601-02636 50.000 LFT | 30.00000 1500.00| 25.00000 1250.00| 26.50000 1325.00 GUARDRAIL, W BEAM, NESTED | | | 0045 601-05999 7.000 EACH| 40.00000 280.00| 95.00000 665.00| 100.00000 700.00 CURVED TERMINAL END | | | 0046 601-06035 660.000 LFT | 9.75000 6435.00| 8.52000 5623.20| 9.50000 6270.00 GUARDRAIL, RESET | | | 0047 601-06037 3.000 EACH| 585.00000 1755.00| 650.00000 1950.00| 675.00000 2025.00 GUARDRAIL END TREATMENT, I | | | 0048 601-94236 2.000 EACH| 800.00000 1600.00| 600.00000 1200.00| 650.00000 1300.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0049 601-99105 1593.750 LFT | 11.00000 17531.25| 13.44000 21420.00| 13.80000 21993.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0050 602-06639 305.000 LFT | 25.00000 7625.00| 36.33000 11080.65| 22.50000 6862.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0051 603-06040 1046.000 LFT | 6.65000 6955.90| 6.28000 6568.88| 6.75000 7060.50 FENCE, FARM FIELD, 47 IN. | | | 0052 604-06069 529.000 SYS | 37.00000 19573.00| 38.00000 20102.00| 37.00000 19573.00 CURB RAMP, CONCRETE | | | 0053 604-91531 3386.000 SYS | 22.00000 74492.00| 20.00000 67720.00| 22.50000 76185.00 SIDEWALK, CONCRETE, 4 IN. | | | 0054 605-06120 271.000 LFT | 16.50000 4471.50| 10.00000 2710.00| 14.50000 3929.50 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 605-06140 8440.000 LFT | 10.50000 88620.00| 11.11000 93768.40| 11.00000 92840.00 CURB AND GUTTER, CONCRETE | | | 0056 610-05527 2064.000 TON | 37.00000 76368.00| 65.00000 134160.00| 68.50000 141384.00 HMA FOR APPROACHES | | | 0057 611-05330 3137.000 SYS | 37.00000 116069.00| 29.00000 90973.00| 36.00000 112932.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0058 611-06498 2.000 EACH| 220.00000 440.00| 135.00000 270.00| 150.00000 300.00 MAILBOX ASSEMBLY, DOUBLE | | | 0059 611-52817 1.000 EACH| 3000.00000 3000.00| 2400.00000 2400.00| 17500.00000 17500.00 TEMPORARY CROSSOVER, B | | | 0060 611-95023 10.000 EACH| 175.00000 1750.00| 250.00000 2500.00| 250.00000 2500.00 MAILBOX ASSEMBLY, RESET | | | 0061 611-95728 225.000 SYS | 39.00000 8775.00| 43.00000 9675.00| 37.50000 8437.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0062 615-06490 103.000 EACH| 127.00000 13081.00| 95.00000 9785.00| 100.00000 10300.00 RIGHT OF WAY MARKER | | | 0063 616-02320 1731.000 SYS | 1.75000 3029.25| 3.00000 5193.00| 2.42000 4189.02 GEOTEXTILES | | | 0064 616-06401 101.000 TON | 16.00000 1616.00| 17.00000 1717.00| 15.87000 1602.87 RIPRAP, DUMPED | | | 0065 616-06405 976.000 TON | 16.00000 15616.00| 17.00000 16592.00| 15.87000 15489.12 RIPRAP, REVETMENT | | | 0066 616-06451 188.000 TON | 16.00000 3008.00| 16.00000 3008.00| 15.87000 2983.56 RIPRAP, UNIFORM | | | 0067 621-01004 6.000 EACH| 595.00000 3570.00| 595.00000 3570.00| 610.00000 3660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-06545 0.340 TON | 645.00000 219.30| 645.00000 219.30| 660.00000 224.40 FERTILIZER | | | 0069 621-06548 5.000 LBS | 26.00000 130.00| 26.00000 130.00| 27.50000 137.50 SEED MIXTURE, CV | | | 0070 621-06553 143.000 LBS | 4.85000 693.55| 4.85000 693.55| 5.25000 750.75 SEED MIXTURE, R | | | 0071 621-06565 1.700 TON | 590.00000 1003.00| 590.00000 1003.00| 615.00000 1045.50 MULCHING MATERIAL | | | 0072 621-06574 1689.000 SYS | 2.95000 4982.55| 2.95000 4982.55| 3.15000 5320.35 SODDING | | | 0073 621-06575 16128.000 SYS | 2.95000 47577.60| 2.95000 47577.60| 3.15000 50803.20 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 622-05649 20.000 EACH| 325.00000 6500.00| 325.00000 6500.00| 332.00000 6640.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0075 702-03607 1.000 EACH| 100.00000 100.00| 225.00000 225.00| 217.00000 217.00 CORED HOLE IN CONCRETE | | | 0076 702-51005 266.200 CYS | 320.00000 85184.00| 387.00000 103019.40| 300.00000 79860.00 CONCRETE, A, SUBSTRUCTURE | | | 0077 702-51015 169.200 CYS | 200.00000 33840.00| 287.00000 48560.40| 280.00000 47376.00 CONCRETE, B, FOOTINGS | | | 0078 703-06028 139805.000 LBS | 0.45000 62912.25| 0.51000 71300.55| 0.55000 76892.75 REINFORCING BARS | | | 0079 704-51002 140.500 CYS | 350.00000 49175.00| 457.00000 64208.50| 342.00000 48051.00 CONCRETE, C, SUPERSTRUCTURE | | | 0080 714-26712 112.000 LFT | 460.00000 51520.00| 465.00000 52080.00| 830.00000 92960.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 6 FT. WITH ROUGHNESS | | | ELEMENTS | | | 0082 715-03149 4.000 LFT | 125.00000 500.00| 36.00000 144.00| 36.00000 144.00 PIPE, GROUP D, 15 IN. | | | 0083 715-03153 10.000 LFT | 75.00000 750.00| 37.00000 370.00| 37.00000 370.00 PIPE, GROUP D, 18 IN. | | | 0084 715-04475 110.000 LFT | 75.00000 8250.00| 53.00000 5830.00| 84.00000 9240.00 PIPE, GROUP A, 36 IN. | | | 0085 715-04612 108.000 LFT | 72.00000 7776.00| 76.00000 8208.00| 138.00000 14904.00 PIPE GROUP G-1, 42" X 27", CONCRETE ARCH| | | 0086 715-05024 46.000 LFT | 75.00000 3450.00| 54.00000 2484.00| 68.00000 3128.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0087 715-05053 200.000 LFT | 12.00000 2400.00| 10.00000 2000.00| 11.00000 2200.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0088 715-05151 583.000 LFT | 26.00000 15158.00| 28.00000 16324.00| 39.00000 22737.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0089 715-05152 242.000 LFT | 34.00000 8228.00| 30.00000 7260.00| 43.00000 10406.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0090 715-05154 449.000 LFT | 42.00000 18858.00| 36.00000 16164.00| 47.00000 21103.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0091 715-05156 263.000 LFT | 50.00000 13150.00| 44.00000 11572.00| 53.00000 13939.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0092 715-05739 268.000 LFT | 125.00000 33500.00| 105.00000 28140.00| 251.00000 67268.00 PIPE, GROUP A, 60 IN. | | | 0093 715-05740 68.000 LFT | 70.00000 4760.00| 67.00000 4556.00| 200.00000 13600.00 PIPE, GROUP D, 42 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 715-05841 4.000 EACH| 925.00000 3700.00| 849.00000 3396.00| 1500.00000 6000.00 CONCRETE ANCHOR, 60 IN. | | | 0095 715-05842 2.000 EACH| 900.00000 1800.00| 540.00000 1080.00| 1000.00000 2000.00 CONCRETE ANCHOR, 42 IN. | | | 0096 715-13010 3967.000 LFT | 21.00000 83307.00| 26.00000 103142.00| 76.00000 301492.00 PIPE, GROUP L, 12 IN. | | | 0097 715-13015 315.000 LFT | 26.00000 8190.00| 27.00000 8505.00| 77.00000 24255.00 PIPE, GROUP L, 15 IN. | | | 0098 715-13020 333.000 LFT | 27.00000 8991.00| 30.00000 9990.00| 80.00000 26640.00 PIPE, GROUP L, 18 IN. | | | 0099 715-13025 6.000 LFT | 75.00000 450.00| 37.00000 222.00| 110.00000 660.00 PIPE, GROUP L, 21 IN. | | | 0100 715-13030 302.000 LFT | 32.00000 9664.00| 36.00000 10872.00| 85.00000 25670.00 PIPE, GROUP L, 24 IN. | | | 0101 715-13035 514.000 LFT | 60.00000 30840.00| 43.00000 22102.00| 90.00000 46260.00 PIPE, GROUP L, 30 IN. | | | 0102 715-13040 634.000 LFT | 65.00000 41210.00| 53.00000 33602.00| 97.00000 61498.00 PIPE, GROUP L, 36 IN. | | | 0103 715-44240 54.600 CYS | 350.00000 19110.00| 420.00000 22932.00| 456.88000 24945.65 CONCRETE, A, STRUCTURES | | | 0104 715-44255 12618.000 LFT | 5.00000 63090.00| 3.88000 48957.84| 2.10000 26497.80 PIPE, GROUP K, 6 IN. | | | 0105 715-46000 7.000 EACH| 250.00000 1750.00| 501.00000 3507.00| 400.00000 2800.00 PIPE END SECTION, 12 IN. | | | 0106 715-46005 1.000 EACH| 275.00000 275.00| 514.00000 514.00| 450.00000 450.00 PIPE END SECTION, 15 IN. | | | 0107 715-46010 1.000 EACH| 325.00000 325.00| 555.00000 555.00| 500.00000 500.00 PIPE END SECTION, 18 IN. | | | 0108 715-46020 2.000 EACH| 400.00000 800.00| 690.00000 1380.00| 525.00000 1050.00 PIPE END SECTION, 24 IN. | | | 0109 715-46030 1.000 EACH| 475.00000 475.00| 800.00000 800.00| 625.00000 625.00 PIPE END SECTION, 30 IN. | | | 0110 715-46040 2.000 EACH| 700.00000 1400.00| 945.00000 1890.00| 975.00000 1950.00 PIPE END SECTION, 36 IN. | | | 0111 715-46090 2.000 EACH| 1300.00000 2600.00| 1180.00000 2360.00| 2000.00000 4000.00 PIPE END SECTION, 42 IN. X 27 IN. | | | 0112 715-95092 118.000 LFT | 66.00000 7788.00| 95.00000 11210.00| 68.00000 8024.00 SLOTTED DRAIN, 12 IN. | | | 0113 718-06528 7.000 EACH| 900.00000 6300.00| 200.00000 1400.00| 150.00000 1050.00 OUTLET PROTECTOR, 1 | | | 0114 718-06532 3000.000 LFT | 1.00000 3000.00| 1.00000 3000.00| 2.55000 7650.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 718-52610 1047.000 CYS | 16.00000 16752.00| 26.00000 27222.00| 32.00000 33504.00 AGGREGATE FOR UNDERDRAINS | | | 0116 718-99153 2738.000 SYS | 2.25000 6160.50| 3.20000 8761.60| 1.55000 4243.90 GEOTEXTILES FOR UNDERDRAIN | | | 0117 720-04666 1.000 EACH| 1900.00000 1900.00| 1300.00000 1300.00| 1600.00000 1600.00 CATCH BASIN , K18 | | | 0118 720-44000 21.000 EACH| 225.00000 4725.00| 315.00000 6615.00| 310.00000 6510.00 CASTING, ADJUST TO GRADE | | | 0119 720-45030 2.000 EACH| 1200.00000 2400.00| 1050.00000 2100.00| 1550.00000 3100.00 INLET, E7 | | | 0120 720-45035 7.000 EACH| 1225.00000 8575.00| 1055.00000 7385.00| 1550.00000 10850.00 INLET, F7 | | | 0121 720-45040 4.000 EACH| 2200.00000 8800.00| 2410.00000 9640.00| 1550.00000 6200.00 INLET, G7 | | | 0122 720-45045 21.000 EACH| 1250.00000 26250.00| 1105.00000 23205.00| 1250.00000 26250.00 INLET, J10 | | | 0123 720-45055 5.000 EACH| 1400.00000 7000.00| 1100.00000 5500.00| 1550.00000 7750.00 INLET, M10 | | | 0124 720-45235 5.000 EACH| 1600.00000 8000.00| 1600.00000 8000.00| 2650.00000 13250.00 CATCH BASIN, E7 | | | 0125 720-45250 46.000 EACH| 1900.00000 87400.00| 1325.00000 60950.00| 1600.00000 73600.00 CATCH BASIN, K10 | | | 0126 720-45275 4.000 EACH| 600.00000 2400.00| 875.00000 3500.00| 1100.00000 4400.00 PIPE CATCH BASIN, 24 IN. | | | 0127 720-45410 28.000 EACH| 2000.00000 56000.00| 1400.00000 39200.00| 3250.00000 91000.00 MANHOLE, C4 | | | 0128 720-45415 13.000 EACH| 2600.00000 33800.00| 2620.00000 34060.00| 2750.00000 35750.00 MANHOLE, D4 | | | 0129 720-45605 4.000 LFT | 375.00000 1500.00| 550.00000 2200.00| 2100.00000 8400.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0130 720-92025 1.000 EACH| 2800.00000 2800.00| 2735.00000 2735.00| 1550.00000 1550.00 MANHOLE, D2 SADDLE 30" RCP | | | 0131 720-93886 2.000 EACH| 650.00000 1300.00| 995.00000 1990.00| 1550.00000 3100.00 PIPE CATCH BASIN, 36 IN. | | | 0132 720-97896 1.000 EACH| 950.00000 950.00| 1105.00000 1105.00| 1550.00000 1550.00 INLET, A4 | | | 0133 720-98068 2.000 EACH| 3200.00000 6400.00| 2620.00000 5240.00| 2750.00000 5500.00 MANHOLE, E2 | | | 0134 720-98174 2.000 EACH| 1700.00000 3400.00| 1335.00000 2670.00| 1100.00000 2200.00 INLET, B15 | | | 0135 720-98555 2.000 EACH| 1600.00000 3200.00| 1390.00000 2780.00| 1100.00000 2200.00 INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 720-98625 2.000 EACH| 2600.00000 5200.00| 3840.00000 7680.00| 4250.00000 8500.00 MANHOLE, C4, DROP | | | 0137 720-99417 7.000 EACH| 2400.00000 16800.00| 1650.00000 11550.00| 1250.00000 8750.00 CATCH BASIN, C15 | | | 0139 801-06199 1.000 EACH| 495.00000 495.00| 450.00000 450.00| 475.00000 475.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0140 801-06203 35367.000 LFT | 0.40000 14146.80| 0.26000 9195.42| 0.40000 14146.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0141 801-06207 12930.000 LFT | 1.25000 16162.50| 0.95000 12283.50| 1.00000 12930.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0142 801-06216 120.000 LFT | 3.25000 390.00| 1.90000 228.00| 2.00000 240.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0143 801-06469 450.000 LFT | 2.80000 1260.00| 1.95000 877.50| 2.00000 900.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0144 801-06605 22.000 EACH| 95.00000 2090.00| 200.00000 4400.00| 220.00000 4840.00 BARRICADE, IIIA | | | 0145 801-06606 8.000 EACH| 130.00000 1040.00| 250.00000 2000.00| 275.00000 2200.00 BARRICADE, IIIB | | | 0146 801-06608 2.000 EACH| 385.00000 770.00| 2250.00000 4500.00| 500.00000 1000.00 BARRICADE, III, PERMANENT | | | 0147 801-06625 25.000 EACH| 69.00000 1725.00| 98.00000 2450.00| 101.63000 2540.75 DETOUR ROUTE MARKER ASSEMBLY | | | 0148 801-06640 60.000 EACH| 115.00000 6900.00| 125.00000 7500.00| 150.00000 9000.00 CONSTRUCTION SIGN, A | | | 0151 801-06645 2.000 EACH| 35.00000 70.00| 40.00000 80.00| 44.58000 89.16 CONSTRUCTION SIGN, B | | | 0152 801-06710 1260.000 DAY | 20.00000 25200.00| 21.49000 27077.40| 18.89000 23801.40 FLASHING ARROW SIGN | | | 0153 801-06775 LUMP| 133000.00000 133000.00| 147500.00000 147500.00| 154000.00000 154000.00 MAINTAINING TRAFFIC | | | 0155 802-02489 504.500 LFT | 9.33000 4706.99| 10.40000 5246.80| 10.00000 5045.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0156 802-02922 12.000 LFT | 9.44000 113.28| 7.90000 94.80| 10.00000 120.00 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0157 802-05701 46.000 LFT | 9.33000 429.18| 5.10000 234.60| 10.00000 460.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 802-05702 56.000 LFT | 9.44000 528.64| 6.90000 386.40| 10.00000 560.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0159 802-76015 76.000 SFT | 13.75000 1045.00| 14.90000 1132.40| 14.50000 1102.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0160 802-76025 117.910 SFT | 14.82000 1747.43| 8.50000 1002.24| 15.00000 1768.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0161 802-76035 461.060 SFT | 10.62000 4896.46| 8.90000 4103.43| 11.00000 5071.66 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0162 802-76045 76.500 SFT | 13.82000 1057.23| 13.40000 1025.10| 17.50000 1338.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0163 802-94715 LUMP| 973.71000 973.71| 680.00000 680.00| 1000.00000 1000.00 SIGNS, SHEET, REMOVE AND RESET | | | 0164 803-02310 4520.000 LBS | 0.82000 3706.40| 0.90000 4068.00| 0.90000 4068.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0165 803-06031 31.400 CYS | 534.85000 16794.29| 290.00000 9106.00| 550.00000 17270.00 SIGN FOUNDATIONS, CONCRETE | | | 0166 803-76125 5.000 EACH| 5427.86000 27139.30| 6500.00000 32500.00| 5750.00000 28750.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0167 805-01815 8.000 EACH| 1612.36000 12898.88| 1650.00000 13200.00| 1728.00000 13824.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0168 805-01842 13.000 EACH| 534.81000 6952.53| 650.00000 8450.00| 575.00000 7475.00 HANDHOLE, SIGNAL | | | 0169 805-02440 4934.000 LFT | 0.54000 2664.36| 0.30000 1480.20| 0.55000 2713.70 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0170 805-03370 14.000 EACH| 355.64000 4978.96| 540.00000 7560.00| 375.00000 5250.00 PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0171 805-06592 1973.000 LFT | 11.03000 21762.19| 10.10000 19927.30| 11.25000 22196.25 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0172 805-78069 1.000 EACH| 7645.81000 7645.81| 7850.00000 7850.00| 7750.00000 7750.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0173 805-78106 1.000 EACH| 7865.81000 7865.81| 8120.00000 8120.00| 8000.00000 8000.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0174 805-78205 11.000 EACH| 372.14000 4093.54| 450.00000 4950.00| 406.64000 4473.04 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 805-78230 3.000 EACH| 643.22000 1929.66| 650.00000 1950.00| 651.89000 1955.67 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0176 805-78370 14.000 EACH| 119.60000 1674.40| 100.00000 1400.00| 124.16000 1738.24 PEDESTRIAN PUSH BUTTON | | | 0177 805-78415 7.000 EACH| 1440.36000 10082.52| 1750.00000 12250.00| 1442.59000 10098.13 SPAN, CATENARY, AND TETHER | | | 0178 805-78420 7.000 EACH| 205.09000 1435.63| 300.00000 2100.00| 249.00000 1743.00 DISCONNECT HANGER | | | 0179 805-78445 2.000 EACH| 380.34000 760.68| 480.00000 960.00| 449.57000 899.14 SIGNAL SERVICE | | | 0180 805-78467 115.000 LFT | 1.78000 204.70| 1.40000 161.00| 1.80000 207.00 SIGNAL CABLE, 3C 8GA. | | | 0181 805-78480 1163.000 LFT | 0.96000 1116.48| 0.70000 814.10| 1.15000 1337.45 SIGNAL CABLE, 3C 14GA. | | | 0182 805-78485 1432.000 LFT | 1.07000 1532.24| 0.90000 1288.80| 1.21000 1732.72 SIGNAL CABLE, 5C 14GA. | | | 0183 805-78490 1071.000 LFT | 1.18000 1263.78| 1.10000 1178.10| 1.34000 1435.14 SIGNAL CABLE, 7C 14GA. | | | 0184 805-78492 420.000 LFT | 1.45000 609.00| 1.20000 504.00| 1.60000 672.00 SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0185 805-78510 4150.000 LFT | 0.90000 3735.00| 0.90000 3735.00| 1.00000 4150.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0187 805-78784 13.000 EACH| 172.55000 2243.15| 135.00000 1755.00| 190.60000 2477.80 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0188 805-78785 13.000 EACH| 397.31000 5165.03| 420.00000 5460.00| 400.00000 5200.00 SIGNAL DETECTOR HOUSING | | | 0189 805-78795 1664.000 LFT | 7.61000 12663.04| 10.10000 16806.40| 7.75000 12896.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0190 805-78925 2.000 EACH| 518.31000 1036.62| 600.00000 1200.00| 525.00000 1050.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0191 805-81032 8.000 EACH| 2223.31000 17786.48| 2940.00000 23520.00| 2250.00000 18000.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0192 807-02370 1.000 EACH| 1005.86000 1005.86| 1690.00000 1690.00| 1050.00000 1050.00 LIGHT STRUCTURE, REMOVE AND RESET ON | | | BREAKAWAY BASE | | | 0194 808-01428 204.000 LFT | 3.25000 663.00| 1.90000 387.60| 2.00000 408.00 TEMPORARY TRANSVERSE MARKINGS, WHITE, | | | STOP LINE, 24 IN. | | | 0195 808-06701 2560.000 LFT | 0.25000 640.00| 0.39000 998.40| 0.40000 1024.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0196 808-06703 4982.000 LFT | 0.25000 1245.50| 0.39000 1942.98| 0.40000 1992.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0197 808-06716 7320.000 LFT | 0.30000 2196.00| 0.80000 5856.00| 0.53000 3879.60 LINE, REMOVE | | | 0199 808-75240 2316.000 LFT | 0.25000 579.00| 0.39000 903.24| 0.40000 926.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0200 808-75245 15962.000 LFT | 0.25000 3990.50| 0.36000 5746.32| 0.38000 6065.56 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0202 808-75278 423.000 LFT | 1.50000 634.50| 1.90000 803.70| 2.00000 846.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0203 808-75297 453.000 LFT | 3.00000 1359.00| 2.90000 1313.70| 3.00000 1359.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0204 808-75300 1027.000 LFT | 0.75000 770.25| 0.78000 801.06| 0.80000 821.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0205 808-75320 39.000 EACH| 47.50000 1852.50| 50.00000 1950.00| 52.00000 2028.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0206 808-75325 3.000 EACH| 65.00000 195.00| 65.00000 195.00| 68.70000 206.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0207 808-75998 38.000 EACH| 110.00000 4180.00| 65.00000 2470.00| 48.00000 1824.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0214 202-03000 LUMP| 8200.00000 8200.00| 29000.00000 29000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO.37 | | | 0215 202-03000 LUMP| 1000.00000 1000.00| 9900.00000 9900.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 45 | | | 0216 202-02240 1067.000 SYS | 3.50000 3734.50| 12.30000 13124.10| 8.75000 9336.25 PAVEMENT, REMOVE | | | 0217 503-03489 24.000 EACH| 25.00000 600.00| 10.00000 240.00| 12.00000 288.00 RETROFITTED TIE BARS | | | 0218 503-05240 552.000 LFT | 11.00000 6072.00| 5.00000 2760.00| 8.50000 4692.00 D-1 CONTRACTION JOINT | | | 0219 801-01851 LUMP| 20117.22000 20117.22| 28640.00000 28640.00| 22500.00000 22500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 121 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,804,494.55 ROUTE : SR 311 CALL ORDER : 121 CONTRACT ID : R -24156-A COUNTIES : FLOYD LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 61-1013120 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 801-03290 2.000 EACH| 149.00000 298.00| 450.00000 900.00| 150.00000 300.00 CONSTRUCTION SIGN, C | | | 0221 801-04308 8.000 EACH| 395.00000 3160.00| 250.00000 2000.00| 275.00000 2200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0222 801-99182 2.000 EACH| 11000.00000 22000.00| 15000.00000 30000.00| 8750.00000 17500.00 TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0223 808-75078 462.000 LFT | 1.50000 693.00| 1.90000 877.80| 1.90000 877.80 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | SECTION TOTALS | $ 4,114,000.00| $ 4,430,073.07| $ 5,138,773.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,114,000.00| $ 4,430,073.07| $ 5,138,773.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 916,069.67 ROUTE : BIKE CALL ORDER : 131 CONTRACT ID : R -24288-B COUNTIES : WAYNE LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1636776 LINKEL COMPANY $ 880,000.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 980,591.00 111.4307% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,408,791.93 160.0899% ==================================================================================================================================== |(1) 35-1636776 |(2) 35-1817574 |(3) 35-1917625 |LINKEL COMPANY |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06790 11.000 MOS | 1000.00000 11000.00| 1100.00000 12100.00| 2143.25000 23575.75 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 24000.00000 24000.00| 19364.00000 19364.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 65000.00000 65000.00| 45000.00000 45000.00| 70312.00000 70312.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 30000.00000 30000.00| 60000.00000 60000.00| 13949.00000 13949.00 CLEARING AND GRUBBING | | | 0005 202-01000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 7192.85000 7192.85 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02241 11.500 m | 100.00000 1150.00| 21.00000 241.50| 98.36000 1131.14 GUARDRAIL, REMOVE | | | 0007 203-02000 2043.000 m3 | 18.00000 36774.00| 12.00000 24516.00| 51.61000 105439.23 EXCAVATION, COMMON | | | 0008 205-02224 3829.000 m | 6.60000 25271.40| 2.00000 7658.00| 5.41000 20714.89 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 24.000 m | 20.00000 480.00| 14.00000 336.00| 11.33000 271.92 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02231 4.000 m | 300.00000 1200.00| 65.00000 260.00| 77.25000 309.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02234 1.000 EACH| 90.00000 90.00| 150.00000 150.00| 61.80000 61.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02770 600.000 m2 | 5.00000 3000.00| 4.00000 2400.00| 3.55000 2130.00 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 916,069.67 ROUTE : BIKE CALL ORDER : 131 CONTRACT ID : R -24288-B COUNTIES : WAYNE LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1636776 |(2) 35-1817574 |(3) 35-1917625 |LINKEL COMPANY |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51230 81.400 m3 | 25.00000 2035.00| 72.00000 5860.80| 47.16000 3838.82 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 48.900 m3 | 40.00000 1956.00| 46.00000 2249.40| 72.69000 3554.54 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-03330 4.500 m3 | 35.00000 157.50| 45.00000 202.50| 50.36000 226.62 AGGREGATE, 9 , PIPE BEDDING | | | 0016 303-04075 170.000 Mg | 20.00000 3400.00| 21.00000 3570.00| 30.39000 5166.30 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0017 303-09119 1089.000 Mg | 20.00000 21780.00| 21.00000 22869.00| 45.16000 49179.24 COMPACTED AGGREGATE FOR BASE, 0, 2 | | | 0018 303-52308 3889.000 Mg | 18.00000 70002.00| 20.00000 77780.00| 93.43000 363349.27 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05474 523.000 Mg | 70.00000 36610.00| 55.00000 28765.00| 111.00000 58053.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 523.000 Mg | 70.00000 36610.00| 60.00000 31380.00| 121.00000 63283.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 601-04793 118.000 m | 145.00000 17110.00| 145.00000 17110.00| 137.81000 16261.58 GUARDRAIL AND POSTS, WOOD | | | 0022 601-95871 9.000 m | 140.00000 1260.00| 65.00000 585.00| 70.00000 630.00 HANDRAIL ,WOOD | | | 0023 604-06070 20.000 m2 | 110.00000 2200.00| 375.00000 7500.00| 107.99000 2159.80 SIDEWALK, CONCRETE | | | 0024 604-44251 14.830 m3 | 500.00000 7415.00| 975.00000 14459.25| 1133.49000 16809.66 STEPS, CONCRETE | | | 0025 604-44251 12.400 m3 | 500.00000 6200.00| 975.00000 12090.00| 2056.76000 25503.82 STEPS, CONCRETE , LANDING | | | 0026 605-97937 4.500 m | 300.00000 1350.00| 115.00000 517.50| 251.26000 1130.67 CURB AND GUTTER, CONCRETE, ROLL | | | 0027 616-02320 92.000 m2 | 5.00000 460.00| 3.50000 322.00| 2.82000 259.44 GEOTEXTILES | | | 0028 616-06396 180.000 Mg | 80.00000 14400.00| 80.00000 14400.00| 91.31000 16435.80 RIPRAP , RIVER ROCK | | | 0029 622-03672 LUMP| 12000.00000 12000.00| 11500.00000 11500.00| 5665.00000 5665.00 TREE PROTECTION AND TRIMMING | | | 0030 622-05638 34.000 EACH| 40.00000 1360.00| 50.00000 1700.00| 24.72000 840.48 PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | 0031 622-05639 15.000 EACH| 65.00000 975.00| 65.00000 975.00| 41.20000 618.00 PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0032 622-05648 5.000 EACH| 165.00000 825.00| 210.00000 1050.00| 159.65000 798.25 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 916,069.67 ROUTE : BIKE CALL ORDER : 131 CONTRACT ID : R -24288-B COUNTIES : WAYNE LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1636776 |(2) 35-1817574 |(3) 35-1917625 |LINKEL COMPANY |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 622-91786 360.000 EACH| 19.00000 6840.00| 16.00000 5760.00| 15.45000 5562.00 SEEDLING , TREE, REVEGETATION | | | 0034 701-51195 377.600 m | 200.00000 75520.00| 175.00000 66080.00| 95.00000 35872.00 PILE, STEEL H, HP 310 X 79 | | | 0035 701-91792 36.000 EACH| 200.00000 7200.00| 110.00000 3960.00| 131.56000 4736.16 PILE TIP, STEEL H | | | 0036 702-51005 76.900 m3 | 630.00000 48447.00| 675.00000 51907.50| 920.73000 70804.14 CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51015 20.400 m3 | 630.00000 12852.00| 550.00000 11220.00| 3512.95000 71664.18 CONCRETE, B, FOOTINGS | | | 0038 702-90915 19.000 m3 | 500.00000 9500.00| 500.00000 9500.00| 582.17000 11061.23 CONCRETE, A | | | 0039 703-51030 4307.000 kg | 1.50000 6460.50| 1.50000 6460.50| 2.24000 9647.68 REINFORCING STEEL | | | 0040 703-51032 662.000 kg | 1.50000 993.00| 2.00000 1324.00| 3.22000 2131.64 REINFORCING STEEL, EPOXY COATED | | | 0041 706-92237 87.200 m | 580.00000 50576.00| 544.00000 47436.80| 509.85000 44458.92 HANDRAIL, STEEL | | | 0042 711-04845 LUMP| 105000.00000 105000.00| 233000.00000 233000.00| 141352.40000 141352.40 BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | BRIDGE NO. 1 | | | 0043 714-02802 71.000 m2 | 400.00000 28400.00| 300.00000 21300.00| 436.78000 31011.38 RETAINING WALL, PRECAST CONCRETE UNITS | | | 0044 714-05562 3.550 m2 | 400.00000 1420.00| 475.00000 1686.25| 1098.03000 3898.01 RETAINING WALL | | | 0045 715-03419 286.000 m3 | 40.00000 11440.00| 35.00000 10010.00| 62.27000 17809.22 FILL, CRUSHED STONE | | | 0046 715-05021 38.000 m | 100.00000 3800.00| 85.00000 3230.00| 191.80000 7288.40 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-05048 39.000 m | 200.00000 7800.00| 70.00000 2730.00| 158.36000 6176.04 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05173 47.000 m | 220.00000 10340.00| 250.00000 11750.00| 267.01000 12549.47 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0049 715-05174 4.300 m | 250.00000 1075.00| 500.00000 2150.00| 326.46000 1403.78 PIPE, TYPE 3, CIRCULAR, 675 mm | | | 0050 715-05203 7.000 m | 140.00000 980.00| 50.00000 350.00| 153.68000 1075.76 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0051 715-46005 16.000 EACH| 300.00000 4800.00| 219.00000 3504.00| 369.34000 5909.44 PIPE END SECTION, 375 mm | | | 0052 715-46025 2.000 EACH| 400.00000 800.00| 435.00000 870.00| 894.80000 1789.60 PIPE END SECTION, 675 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 916,069.67 ROUTE : BIKE CALL ORDER : 131 CONTRACT ID : R -24288-B COUNTIES : WAYNE LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1636776 |(2) 35-1817574 |(3) 35-1917625 |LINKEL COMPANY |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06775 LUMP| 12685.60000 12685.60| 20000.00000 20000.00| 6163.26000 6163.26 MAINTAINING TRAFFIC | | | 0054 802-03896 3.000 EACH| 500.00000 1500.00| 425.00000 1275.00| 597.40000 1792.20 BOLLARD , DROP DOWN | | | 0055 802-03896 4.000 EACH| 500.00000 2000.00| 385.00000 1540.00| 190.55000 762.20 BOLLARD , WOOD, WITH COLLAR | | | 0056 802-04993 LUMP| 2500.00000 2500.00| 12000.00000 12000.00| 15657.95000 15657.95 SIGN | | | SECTION TOTALS | $ 880,000.00| $ 980,591.00| $ 1,408,791.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 880,000.00| $ 980,591.00| $ 1,408,791.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/29/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N692004 N692011 N692011 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 4,847,403.32 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 5,538,396.16 114.2549% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 5,809,621.32 119.8501% 4 35-1212938 ATLAS EXCAVATING, INC. $ 6,629,076.04 136.7551% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 18.000 MOS | 1200.00000 21600.00| 1400.00000 25200.00| 2935.00000 52830.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 57050.00000 57050.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 235000.00000 235000.00| 275000.00000 275000.00| 173319.00000 173319.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 30000.00000 30000.00| 72768.00000 72768.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 15289.000 m2 | 2.50000 38222.50| 5.25000 80267.25| 8.25000 126134.25 PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 250.00000 250.00| 100.00000 100.00| 1720.00000 1720.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0007 202-03000 LUMP| 250.00000 250.00| 100.00000 100.00| 4410.00000 4410.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5SB | | | 0008 202-78515 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 3685.00000 3685.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 39815.000 m3 | 9.25000 368288.75| 13.65000 543474.75| 10.80000 430002.00 EXCAVATION, COMMON | | | 0010 203-02070 6255.000 m3 | 0.10000 625.50| 15.50000 96952.50| 0.01000 62.55 BORROW | | | 0011 203-02100 7709.000 m3 | 5.95000 45868.55| 21.45000 165358.05| 12.55000 96747.95 EXCAVATION, PEAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02229 230.000 m | 7.70000 1771.00| 7.70000 1771.00| 8.10000 1863.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 11.000 EACH| 50.00000 550.00| 50.00000 550.00| 52.65000 579.15 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 15.000 EACH| 60.00000 900.00| 60.00000 900.00| 63.15000 947.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02050 6454.000 m3 | 11.50000 74221.00| 15.50000 100037.00| 14.20000 91646.80 B BORROW | | | 0016 211-02060 8927.000 m3 | 10.50000 93733.50| 19.50000 174076.50| 26.55000 237011.85 B BORROW FOR STRUCTURE BACKFILL | | | 0017 215-06458 30000.000 m3 | 8.83000 264900.00| 8.83000 264900.00| 6.95000 208500.00 SUBGRADE, MODIFIED | | | 0018 303-04075 9.000 Mg | 23.00000 207.00| 50.00000 450.00| 120.00000 1080.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0019 303-52308 1191.000 Mg | 15.00000 17865.00| 17.00000 20247.00| 20.15000 23998.65 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 305-05206 3759.000 Mg | 28.50000 107131.50| 37.00000 139083.00| 37.25000 140022.75 WIDENING WITH HMA | | | 0021 401-04824 158.000 Mg | 35.80000 5656.40| 30.00000 4740.00| 49.20000 7773.60 HMA BASE 25.0 mm, SHOULDER | | | 0022 401-05437 27553.000 Mg | 30.75000 847254.75| 28.00000 771484.00| 35.45000 976753.85 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0023 401-05455 10003.000 Mg | 31.90000 319095.70| 32.00000 320096.00| 37.30000 373111.90 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0024 401-05456 4551.000 Mg | 37.70000 171572.70| 35.00000 159285.00| 45.50000 207070.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05470 20602.000 Mg | 25.85000 532561.70| 26.00000 535652.00| 36.35000 748882.70 HMA BASE C25.0 mm, MAINLINE | | | 0026 404-05511 873.000 m2 | 3.70000 3230.10| 3.00000 2619.00| 6.15000 5368.95 SEAL COAT, 2 | | | 0027 405-05517 1.400 Mg | 400.00000 560.00| 425.00000 595.00| 757.00000 1059.80 ASPHALT FOR PRIME COAT | | | 0028 406-05520 84.300 Mg | 225.00000 18967.50| 250.00000 21075.00| 165.00000 13909.50 ASPHALT FOR TACK COAT | | | 0029 601-01700 1.000 EACH| 1595.00000 1595.00| 1700.00000 1700.00| 1790.00000 1790.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-03577 1.000 EACH| 1595.00000 1595.00| 1800.00000 1800.00| 1895.00000 1895.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED (Radius 10670mm) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-05071 1.000 EACH| 1595.00000 1595.00| 1700.00000 1700.00| 1790.00000 1790.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0032 601-99105 375.285 m | 33.00000 12384.41| 30.00000 11258.55| 31.60000 11859.01 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 604-06069 5.000 m2 | 50.00000 250.00| 75.00000 375.00| 140.40000 702.00 CURB RAMP, CONCRETE | | | 0034 604-91531 4.000 m2 | 50.00000 200.00| 75.00000 300.00| 122.30000 489.20 SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 45.000 m | 42.15000 1896.75| 60.00000 2700.00| 74.35000 3345.75 CURB, CONCRETE | | | 0036 605-06165 5444.000 m | 26.00000 141544.00| 31.00000 168764.00| 28.30000 154065.20 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0037 605-06250 418.000 m2 | 65.00000 27170.00| 80.00000 33440.00| 71.75000 29991.50 CENTER CURB, C, CONCRETE | | | 0038 607-06335 34.500 m | 50.00000 1725.00| 150.00000 5175.00| 211.75000 7305.38 PAVED SIDE DITCH, A | | | 0039 610-05527 38.000 Mg | 50.00000 1900.00| 80.00000 3040.00| 53.35000 2027.30 HMA FOR APPROACHES | | | 0040 611-05330 942.000 m2 | 34.00000 32028.00| 40.00000 37680.00| 34.85000 32828.70 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-95728 2316.000 m2 | 38.00000 88008.00| 44.00000 101904.00| 36.80000 85228.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0042 615-06490 22.000 EACH| 102.00000 2244.00| 200.00000 4400.00| 160.00000 3520.00 RIGHT OF WAY MARKER | | | 0043 615-06527 3.000 EACH| 400.00000 1200.00| 300.00000 900.00| 420.00000 1260.00 MONUMENT, SECTION CORNER | | | 0044 616-02320 304.000 m2 | 2.00000 608.00| 4.00000 1216.00| 1.90000 577.60 GEOTEXTILES | | | 0045 616-06405 164.200 Mg | 26.00000 4269.20| 25.00000 4105.00| 32.01000 5256.04 RIPRAP, REVETMENT | | | 0046 621-02770 2520.000 m2 | 3.35000 8442.00| 3.35000 8442.00| 3.50000 8820.00 EROSION CONTROL BLANKET | | | 0047 621-04258 110.000 kg | 60.00000 6600.00| 60.00000 6600.00| 63.20000 6952.00 SEED MIXTURE , COVER CROP | | | 0048 621-04258 15.900 kg | 1895.00000 30130.50| 1895.00000 30130.50| 1995.00000 31720.50 SEED MIXTURE , MESIC PRAIRIE GRASS | | | 0049 621-04258 9.700 kg | 1050.00000 10185.00| 1050.00000 10185.00| 1105.00000 10718.50 SEED MIXTURE , SEDGE MEADOW GRASS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-04258 10.400 kg | 1985.00000 20644.00| 1985.00000 20644.00| 2090.00000 21736.00 SEED MIXTURE , WET PRAIRIE GRASS | | | 0051 621-06567 592.000 kL | 1.00000 592.00| 1.00000 592.00| 1.05000 621.60 WATER | | | 0052 621-06575 32695.000 m2 | 2.87000 93834.65| 2.87000 93834.65| 3.05000 99719.75 SODDING, NURSERY | | | 0053 715-05019 29.500 m | 192.75000 5686.13| 237.00000 6991.50| 159.25000 4697.88 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0054 715-05024 265.000 m | 193.00000 51145.00| 181.00000 47965.00| 159.25000 42201.25 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0055 715-05048 5365.000 m | 7.00000 37555.00| 7.40000 39701.00| 7.80000 41847.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 115.500 m | 33.20000 3834.60| 27.00000 3118.50| 28.40000 3280.20 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05123 22.500 m | 75.15000 1690.88| 182.00000 4095.00| 110.00000 2475.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0058 715-05148 3.500 m | 143.55000 502.43| 127.00000 444.50| 118.00000 413.00 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0059 715-05149 270.700 m | 61.40000 16620.98| 91.00000 24633.70| 66.50000 18001.55 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05151 400.000 m | 93.36000 37344.00| 104.00000 41600.00| 72.10000 28840.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05152 210.000 m | 111.70000 23457.00| 117.90000 24759.00| 78.75000 16537.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0062 715-05153 925.000 m | 132.00000 122100.00| 124.70000 115347.50| 83.93000 77635.25 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0063 715-05154 1175.000 m | 128.55000 151046.25| 130.70000 153572.50| 96.35000 113211.25 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0064 715-05156 15.600 m | 146.15000 2279.94| 228.00000 3556.80| 120.00000 1872.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0065 715-05169 64.500 m | 75.95000 4898.78| 137.00000 8836.50| 72.10000 4650.45 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05171 39.500 m | 101.65000 4015.18| 141.00000 5569.50| 78.70000 3108.65 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0067 715-05850 35.000 m | 297.65000 10417.75| 252.00000 8820.00| 275.00000 9625.00 PIPE, RCHEP, CLASS HE-I, D0.3=40, MIN. | | | AREA 0.68 m2 | | | 0068 715-46005 10.000 EACH| 130.00000 1300.00| 255.00000 2550.00| 454.00000 4540.00 PIPE END SECTION, 375 mm | | | 0069 715-46010 6.000 EACH| 150.00000 900.00| 303.00000 1818.00| 490.00000 2940.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-46020 3.000 EACH| 190.00000 570.00| 333.00000 999.00| 680.00000 2040.00 PIPE END SECTION, 600 mm | | | 0071 715-46040 5.000 EACH| 400.00000 2000.00| 573.00000 2865.00| 965.00000 4825.00 PIPE END SECTION, 900 mm | | | 0072 716-02836 55.000 m | 1525.00000 83875.00| 1850.00000 101750.00| 2480.00000 136400.00 PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 900 mm | | | 0073 718-06528 21.000 EACH| 400.00000 8400.00| 600.00000 12600.00| 630.00000 13230.00 OUTLET PROTECTOR, 1 | | | 0074 718-06532 1000.000 m | 2.00000 2000.00| 4.00000 4000.00| 4.20000 4200.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 1087.000 m3 | 17.00000 18479.00| 31.00000 33697.00| 32.65000 35490.55 AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 15313.000 m2 | 1.00000 15313.00| 1.00000 15313.00| 1.05000 16078.65 GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-03482 1.000 EACH| 3300.00000 3300.00| 2725.00000 2725.00| 2295.00000 2295.00 MANHOLE, K4, MODIFIED | | | 0078 720-44000 48.000 EACH| 150.00000 7200.00| 230.00000 11040.00| 340.00000 16320.00 CASTING, ADJUST TO GRADE | | | 0079 720-45235 1.000 EACH| 2250.00000 2250.00| 1135.00000 1135.00| 1110.00000 1110.00 CATCH BASIN, E7 | | | 0080 720-45250 31.000 EACH| 1900.00000 58900.00| 1550.00000 48050.00| 1765.00000 54715.00 CATCH BASIN, K10 | | | 0081 720-45265 7.000 EACH| 735.00000 5145.00| 790.00000 5530.00| 585.00000 4095.00 PIPE CATCH BASIN, 375 mm | | | 0082 720-45270 7.000 EACH| 840.00000 5880.00| 900.00000 6300.00| 610.00000 4270.00 PIPE CATCH BASIN, 450 mm | | | 0083 720-45410 37.000 EACH| 1750.00000 64750.00| 1500.00000 55500.00| 1290.00000 47730.00 MANHOLE, C4 | | | 0084 720-45605 3.400 m | 765.00000 2601.00| 635.00000 2159.00| 525.00000 1785.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0085 720-94612 2.000 EACH| 3225.00000 6450.00| 3100.00000 6200.00| 1575.00000 3150.00 MANHOLE, K4 | | | 0086 720-95422 4.000 EACH| 1950.00000 7800.00| 2000.00000 8000.00| 2420.00000 9680.00 MANHOLE, J4 | | | 0087 720-98174 1.000 EACH| 1800.00000 1800.00| 2060.00000 2060.00| 1555.00000 1555.00 INLET, B15 | | | 0088 720-98687 5.000 EACH| 1800.00000 9000.00| 1570.00000 7850.00| 1380.00000 6900.00 CATCH BASIN, M10 | | | 0089 720-99416 4.000 EACH| 2300.00000 9200.00| 2120.00000 8480.00| 2340.00000 9360.00 CATCH BASIN, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 801-04308 5.000 EACH| 400.00000 2000.00| 448.00000 2240.00| 460.00000 2300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06203 20167.000 m | 0.30000 6050.10| 0.26000 5243.42| 0.32000 6453.44 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0092 801-06207 1978.000 m | 2.66000 5261.48| 3.00000 5934.00| 2.85000 5637.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0093 801-06211 6.000 EACH| 45.00000 270.00| 55.00000 330.00| 68.40000 410.40 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0094 801-06212 6.000 EACH| 45.00000 270.00| 55.00000 330.00| 131.60000 789.60 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0095 801-06218 85.000 m | 15.50000 1317.50| 3.50000 297.50| 17.00000 1445.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0096 801-06606 72.000 EACH| 120.00000 8640.00| 142.00000 10224.00| 330.00000 23760.00 BARRICADE, IIIB | | | 0097 801-06640 25.000 EACH| 165.00000 4125.00| 195.00000 4875.00| 210.00000 5250.00 CONSTRUCTION SIGN, A | | | 0098 801-06645 16.000 EACH| 65.00000 1040.00| 35.00000 560.00| 184.00000 2944.00 CONSTRUCTION SIGN, B | | | 0099 801-06710 2880.000 DAY | 10.50000 30240.00| 10.00000 28800.00| 19.00000 54720.00 FLASHING ARROW SIGN | | | 0100 801-06775 LUMP| 9800.00000 9800.00| 38000.00000 38000.00| 70765.00000 70765.00 MAINTAINING TRAFFIC | | | 0101 802-02489 141.320 m | 32.80000 4635.30| 32.80000 4635.30| 41.15000 5815.32 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0102 802-02922 13.020 m | 26.24000 341.64| 26.24000 341.64| 31.50000 410.13 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0103 802-76025 30.320 m2 | 139.00000 4214.48| 139.00000 4214.48| 158.00000 4790.56 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0104 802-76035 38.520 m2 | 145.00000 5585.40| 145.00000 5585.40| 163.00000 6278.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0105 803-02310 3944.160 kg | 3.30000 13015.73| 3.30000 13015.73| 1.90000 7493.90 REINFORCING STEEL, SIGN FOUNDATION | | | 0106 803-04626 18.000 EACH| 1167.00000 21006.00| 1167.00000 21006.00| 800.00000 14400.00 SIGN FOUNDATION, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 803-76125 9.000 EACH| 7700.00000 69300.00| 7700.00000 69300.00| 5630.00000 50670.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0108 804-06770 21.000 EACH| 100.00000 2100.00| 100.00000 2100.00| 17.00000 357.00 DELINEATOR POST | | | 0109 805-01842 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 685.00000 1370.00 HANDHOLE, SIGNAL | | | 0110 805-02087 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1265.00000 1265.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0111 805-04782 2.000 EACH| 30432.00000 60864.00| 30432.00000 60864.00| 33790.00000 67580.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0112 805-06592 49.000 m | 29.52000 1446.48| 29.52000 1446.48| 33.70000 1651.30 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0113 805-78109 2.000 EACH| 9005.00000 18010.00| 9005.00000 18010.00| 11475.00000 22950.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0114 805-78205 15.000 EACH| 385.00000 5775.00| 385.00000 5775.00| 475.00000 7125.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0115 805-78215 8.000 EACH| 385.00000 3080.00| 385.00000 3080.00| 485.00000 3880.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0116 805-78230 7.000 EACH| 560.00000 3920.00| 560.00000 3920.00| 685.00000 4795.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0117 805-78415 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 1725.00000 13800.00 SPAN, CATENARY, AND TETHER | | | 0118 805-78420 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| 316.00000 2528.00 DISCONNECT HANGER | | | 0119 805-78445 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 421.00000 842.00 SIGNAL SERVICE | | | 0120 805-78467 32.000 m | 4.97000 159.04| 4.97000 159.04| 5.25000 168.00 SIGNAL CABLE, 3C 8GA. | | | 0121 805-78485 379.000 m | 3.28000 1243.12| 3.28000 1243.12| 3.15000 1193.85 SIGNAL CABLE, 5C 14GA. | | | 0122 805-78490 821.000 m | 3.60000 2955.60| 3.60000 2955.60| 4.20000 3448.20 SIGNAL CABLE, 7C 14GA. | | | 0123 805-78906 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| 1475.00000 11800.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0124 805-78925 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 635.00000 1270.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 805-79020 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 8950.00000 8950.00 TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | 0126 805-92503 16.000 EACH| 250.00000 4000.00| 250.00000 4000.00| 88.50000 1416.00 SIGN MOUNTING BRACKET ASSEMBLY | | | 0127 805-94295 24.000 EACH| 100.00000 2400.00| 100.00000 2400.00| 221.00000 5304.00 SIGNAL HEAD, RELOCATE | | | 0128 808-06701 1473.000 m | 0.83000 1222.59| 0.75000 1104.75| 0.90000 1325.70 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0129 808-06703 865.000 m | 0.83000 717.95| 0.75000 648.75| 0.90000 778.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0130 808-06716 495.000 m | 1.31000 648.45| 0.95000 470.25| 5.25000 2598.75 LINE, REMOVE | | | 0131 808-75240 1072.000 m | 0.83000 889.76| 0.75000 804.00| 0.90000 964.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0132 808-75245 5814.000 m | 0.83000 4825.62| 0.75000 4360.50| 0.90000 5232.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0133 808-75278 206.000 m | 4.75000 978.50| 4.80000 988.80| 5.00000 1030.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0134 808-75297 178.000 m | 9.50000 1691.00| 9.60000 1708.80| 10.00000 1780.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0135 808-75320 53.000 EACH| 49.00000 2597.00| 65.50000 3471.50| 52.00000 2756.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0136 808-75325 53.000 EACH| 70.50000 3736.50| 2.95000 156.35| 74.20000 3932.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0137 808-75996 804.000 EACH| 3.00000 2412.00| 2.25000 1809.00| 7.40000 5949.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0138 808-75998 804.000 EACH| 21.50000 17286.00| 23.00000 18492.00| 26.00000 20904.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0139 808-92027 510.000 m | 3.15000 1606.50| 1.50000 765.00| 1.80000 918.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0140 601-01740 1.000 EACH| 1595.00000 1595.00| 1700.00000 1700.00| 1790.00000 1790.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,847,403.32| $ 5,538,396.16| $ 5,809,621.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,847,403.32| $ 5,538,396.16| $ 5,809,621.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 18.000 MOS | 1700.22000 30603.96| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 136000.00000 136000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 300000.00000 300000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13500.00000 13500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 15289.000 m2 | 7.50000 114667.50| | PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 2900.00000 2900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0007 202-03000 LUMP| 4000.00000 4000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5SB | | | 0008 202-78515 LUMP| 1150.00000 1150.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 39815.000 m3 | 14.10000 561391.50| | EXCAVATION, COMMON | | | 0010 203-02070 6255.000 m3 | 15.00000 93825.00| | BORROW | | | 0011 203-02100 7709.000 m3 | 16.75000 129125.75| | EXCAVATION, PEAT | | | 0012 205-02229 230.000 m | 8.75000 2012.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 11.000 EACH| 57.00000 627.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 15.000 EACH| 68.00000 1020.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02050 6454.000 m3 | 26.25000 169417.50| | B BORROW | | | 0016 211-02060 8927.000 m3 | 21.00000 187467.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 215-06458 30000.000 m3 | 10.00000 300000.00| | SUBGRADE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 303-04075 9.000 Mg | 26.00000 234.00| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0019 303-52308 1191.000 Mg | 17.10000 20366.10| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 305-05206 3759.000 Mg | 50.00000 187950.00| | WIDENING WITH HMA | | | 0021 401-04824 158.000 Mg | 51.00000 8058.00| | HMA BASE 25.0 mm, SHOULDER | | | 0022 401-05437 27553.000 Mg | 36.00000 991908.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0023 401-05455 10003.000 Mg | 38.00000 380114.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0024 401-05456 4551.000 Mg | 47.00000 213897.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05470 20602.000 Mg | 37.00000 762274.00| | HMA BASE C25.0 mm, MAINLINE | | | 0026 404-05511 873.000 m2 | 7.00000 6111.00| | SEAL COAT, 2 | | | 0027 405-05517 1.400 Mg | 360.00000 504.00| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 84.300 Mg | 360.00000 30348.00| | ASPHALT FOR TACK COAT | | | 0029 601-01700 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-03577 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED (Radius 10670mm) | | | 0031 601-05071 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0032 601-99105 375.285 m | 40.00000 15011.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 604-06069 5.000 m2 | 114.80000 574.00| | CURB RAMP, CONCRETE | | | 0034 604-91531 4.000 m2 | 112.00000 448.00| | SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 45.000 m | 57.40000 2583.00| | CURB, CONCRETE | | | 0036 605-06165 5444.000 m | 25.00000 136100.00| | CURB AND GUTTER, C, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 605-06250 418.000 m2 | 75.00000 31350.00| | CENTER CURB, C, CONCRETE | | | 0038 607-06335 34.500 m | 105.00000 3622.50| | PAVED SIDE DITCH, A | | | 0039 610-05527 38.000 Mg | 85.00000 3230.00| | HMA FOR APPROACHES | | | 0040 611-05330 942.000 m2 | 34.00000 32028.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-95728 2316.000 m2 | 44.10000 102135.60| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0042 615-06490 22.000 EACH| 120.00000 2640.00| | RIGHT OF WAY MARKER | | | 0043 615-06527 3.000 EACH| 425.00000 1275.00| | MONUMENT, SECTION CORNER | | | 0044 616-02320 304.000 m2 | 2.25000 684.00| | GEOTEXTILES | | | 0045 616-06405 164.200 Mg | 25.00000 4105.00| | RIPRAP, REVETMENT | | | 0046 621-02770 2520.000 m2 | 3.80000 9576.00| | EROSION CONTROL BLANKET | | | 0047 621-04258 110.000 kg | 65.00000 7150.00| | SEED MIXTURE , COVER CROP | | | 0048 621-04258 15.900 kg | 2000.00000 31800.00| | SEED MIXTURE , MESIC PRAIRIE GRASS | | | 0049 621-04258 9.700 kg | 1100.00000 10670.00| | SEED MIXTURE , SEDGE MEADOW GRASS | | | 0050 621-04258 10.400 kg | 2000.00000 20800.00| | SEED MIXTURE , WET PRAIRIE GRASS | | | 0051 621-06567 592.000 kL | 1.10000 651.20| | WATER | | | 0052 621-06575 32695.000 m2 | 3.00000 98085.00| | SODDING, NURSERY | | | 0053 715-05019 29.500 m | 235.00000 6932.50| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0054 715-05024 265.000 m | 210.00000 55650.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0055 715-05048 5365.000 m | 4.85000 26020.25| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 115.500 m | 45.00000 5197.50| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-05123 22.500 m | 121.50000 2733.75| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0058 715-05148 3.500 m | 150.00000 525.00| | PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0059 715-05149 270.700 m | 70.00000 18949.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05151 400.000 m | 74.00000 29600.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05152 210.000 m | 164.00000 34440.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0062 715-05153 925.000 m | 120.00000 111000.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0063 715-05154 1175.000 m | 185.00000 217375.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0064 715-05156 15.600 m | 350.00000 5460.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0065 715-05169 64.500 m | 129.00000 8320.50| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05171 39.500 m | 80.50000 3179.75| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0067 715-05850 35.000 m | 338.00000 11830.00| | PIPE, RCHEP, CLASS HE-I, D0.3=40, MIN. | | | AREA 0.68 m2 | | | 0068 715-46005 10.000 EACH| 345.00000 3450.00| | PIPE END SECTION, 375 mm | | | 0069 715-46010 6.000 EACH| 400.00000 2400.00| | PIPE END SECTION, 450 mm | | | 0070 715-46020 3.000 EACH| 455.00000 1365.00| | PIPE END SECTION, 600 mm | | | 0071 715-46040 5.000 EACH| 880.00000 4400.00| | PIPE END SECTION, 900 mm | | | 0072 716-02836 55.000 m | 1375.00000 75625.00| | PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 900 mm | | | 0073 718-06528 21.000 EACH| 114.00000 2394.00| | OUTLET PROTECTOR, 1 | | | 0074 718-06532 1000.000 m | 1.70000 1700.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 1087.000 m3 | 44.00000 47828.00| | AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 15313.000 m2 | 1.10000 16844.30| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 720-03482 1.000 EACH| 4000.00000 4000.00| | MANHOLE, K4, MODIFIED | | | 0078 720-44000 48.000 EACH| 160.00000 7680.00| | CASTING, ADJUST TO GRADE | | | 0079 720-45235 1.000 EACH| 1240.00000 1240.00| | CATCH BASIN, E7 | | | 0080 720-45250 31.000 EACH| 1640.00000 50840.00| | CATCH BASIN, K10 | | | 0081 720-45265 7.000 EACH| 645.00000 4515.00| | PIPE CATCH BASIN, 375 mm | | | 0082 720-45270 7.000 EACH| 660.00000 4620.00| | PIPE CATCH BASIN, 450 mm | | | 0083 720-45410 37.000 EACH| 1575.00000 58275.00| | MANHOLE, C4 | | | 0084 720-45605 3.400 m | 2100.00000 7140.00| | MANHOLE, RECONSTRUCT STRUCTURE | | | 0085 720-94612 2.000 EACH| 4300.00000 8600.00| | MANHOLE, K4 | | | 0086 720-95422 4.000 EACH| 2800.00000 11200.00| | MANHOLE, J4 | | | 0087 720-98174 1.000 EACH| 1800.00000 1800.00| | INLET, B15 | | | 0088 720-98687 5.000 EACH| 1600.00000 8000.00| | CATCH BASIN, M10 | | | 0089 720-99416 4.000 EACH| 2000.00000 8000.00| | CATCH BASIN, B15 | | | 0090 801-04308 5.000 EACH| 510.00000 2550.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06203 20167.000 m | 0.28000 5646.76| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0092 801-06207 1978.000 m | 3.10000 6131.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0093 801-06211 6.000 EACH| 130.00000 780.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0094 801-06212 6.000 EACH| 120.00000 720.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0095 801-06218 85.000 m | 18.00000 1530.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 801-06606 72.000 EACH| 150.00000 10800.00| | BARRICADE, IIIB | | | 0097 801-06640 25.000 EACH| 210.00000 5250.00| | CONSTRUCTION SIGN, A | | | 0098 801-06645 16.000 EACH| 40.00000 640.00| | CONSTRUCTION SIGN, B | | | 0099 801-06710 2880.000 DAY | 10.50000 30240.00| | FLASHING ARROW SIGN | | | 0100 801-06775 LUMP| 210000.00000 210000.00| | MAINTAINING TRAFFIC | | | 0101 802-02489 141.320 m | 35.00000 4946.20| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0102 802-02922 13.020 m | 28.00000 364.56| | SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0103 802-76025 30.320 m2 | 150.00000 4548.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0104 802-76035 38.520 m2 | 150.00000 5778.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0105 803-02310 3944.160 kg | 3.50000 13804.56| | REINFORCING STEEL, SIGN FOUNDATION | | | 0106 803-04626 18.000 EACH| 1250.00000 22500.00| | SIGN FOUNDATION, CONCRETE | | | 0107 803-76125 9.000 EACH| 8200.00000 73800.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0108 804-06770 21.000 EACH| 110.00000 2310.00| | DELINEATOR POST | | | 0109 805-01842 2.000 EACH| 525.00000 1050.00| | HANDHOLE, SIGNAL | | | 0110 805-02087 LUMP| 1700.00000 1700.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0111 805-04782 2.000 EACH| 33000.00000 66000.00| | VIDEO VEHICLE DETECTOR SYSTEM | | | 0112 805-06592 49.000 m | 32.00000 1568.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0113 805-78109 2.000 EACH| 10000.00000 20000.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-78205 15.000 EACH| 400.00000 6000.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0115 805-78215 8.000 EACH| 400.00000 3200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0116 805-78230 7.000 EACH| 600.00000 4200.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0117 805-78415 8.000 EACH| 550.00000 4400.00| | SPAN, CATENARY, AND TETHER | | | 0118 805-78420 8.000 EACH| 275.00000 2200.00| | DISCONNECT HANGER | | | 0119 805-78445 2.000 EACH| 425.00000 850.00| | SIGNAL SERVICE | | | 0120 805-78467 32.000 m | 5.30000 169.60| | SIGNAL CABLE, 3C 8GA. | | | 0121 805-78485 379.000 m | 3.50000 1326.50| | SIGNAL CABLE, 5C 14GA. | | | 0122 805-78490 821.000 m | 3.80000 3119.80| | SIGNAL CABLE, 7C 14GA. | | | 0123 805-78906 8.000 EACH| 1600.00000 12800.00| | SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0124 805-78925 2.000 EACH| 640.00000 1280.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0125 805-79020 LUMP| 8500.00000 8500.00| | TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | 0126 805-92503 16.000 EACH| 265.00000 4240.00| | SIGN MOUNTING BRACKET ASSEMBLY | | | 0127 805-94295 24.000 EACH| 110.00000 2640.00| | SIGNAL HEAD, RELOCATE | | | 0128 808-06701 1473.000 m | 0.80000 1178.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0129 808-06703 865.000 m | 0.80000 692.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0130 808-06716 495.000 m | 1.00000 495.00| | LINE, REMOVE | | | 0131 808-75240 1072.000 m | 0.80000 857.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 151 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,739,773.81 ROUTE : SR 55 CALL ORDER : 151 CONTRACT ID : R -24312-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 808-75245 5814.000 m | 0.80000 4651.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0133 808-75278 206.000 m | 5.00000 1030.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0134 808-75297 178.000 m | 10.00000 1780.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0135 808-75320 53.000 EACH| 50.00000 2650.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0136 808-75325 53.000 EACH| 70.00000 3710.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0137 808-75996 804.000 EACH| 3.00000 2412.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0138 808-75998 804.000 EACH| 25.00000 20100.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0139 808-92027 510.000 m | 1.60000 816.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0140 601-01740 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | SECTION TOTALS | $ 6,629,076.04| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,629,076.04| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,018.55 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24413-A COUNTIES : HAMILTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0977008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 165,057.08 100.0000% 2 35-1139301 E & B PAVING, INC. $ 165,441.91 100.2331% 3 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 178,107.15 107.9063% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 179,286.86 108.6211% 5 35-1609544 SCHUTT-LOOKABILL CO $ 181,117.66 109.7303% 6 35-1151771 CALUMET ASPHALT PAVING CO $ 193,724.75 117.3683% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1139301 |(3) 35-1136349 |YARDBERRY LANDSCAPE |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 3.000 MOS | 1250.00000 3750.00| 2420.00000 7260.00| 2016.73000 6050.19 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2700.00000 2700.00| 13005.43000 13005.43 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 8240.00000 8240.00| 8700.00000 8700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 3250.00000 3250.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 3000.00000 3000.00| 2400.00000 2400.00| 7605.78000 7605.78 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02000 788.000 m3 | 11.00000 8668.00| 20.00000 15760.00| 16.03000 12631.64 EXCAVATION, COMMON | | | 0007 203-02070 375.000 m3 | 18.00000 6750.00| 16.35000 6131.25| 11.55000 4331.25 BORROW | | | 0008 205-02224 260.000 m | 6.50000 1690.00| 4.50000 1170.00| 5.14000 1336.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 14.000 m | 18.00000 252.00| 30.50000 427.00| 33.95000 475.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 211-02060 62.500 m3 | 40.00000 2500.00| 38.70000 2418.75| 24.95000 1559.38 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52309 713.300 Mg | 20.00000 14266.00| 19.80000 14123.34| 17.79000 12689.61 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0012 402-05468 790.000 Mg | 45.00000 35550.00| 35.00000 27650.00| 38.96000 30778.40 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,018.55 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24413-A COUNTIES : HAMILTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1139301 |(3) 35-1136349 |YARDBERRY LANDSCAPE |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05474 160.900 Mg | 53.00000 8527.70| 44.00000 7079.60| 53.43000 8596.89 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 73.100 Mg | 58.00000 4239.80| 60.00000 4386.00| 69.01000 5044.63 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05481 199.200 Mg | 60.00000 11952.00| 36.50000 7270.80| 47.86000 9533.71 HMA BASE 25.0 mm, SHOULDER | | | 0016 404-05511 766.600 m2 | 3.50000 2683.10| 1.35000 1034.91| 5.57000 4269.96 SEAL COAT, 2 | | | 0017 406-05520 0.138 Mg | 600.00000 82.80| 160.00000 22.08| 191.49000 26.43 ASPHALT FOR TACK COAT | | | 0018 601-06035 106.700 m | 46.00000 4908.20| 40.00000 4268.00| 44.52000 4750.28 GUARDRAIL, RESET | | | 0019 601-91147 2.000 EACH| 990.00000 1980.00| 900.00000 1800.00| 1001.81000 2003.62 GUARDRAIL END TREATMENT, RESET | | | 0020 603-01159 210.000 m | 29.00000 6090.00| 26.00000 5460.00| 28.94000 6077.40 FENCE, CHAIN LINK, 1067 mm | | | 0021 615-06490 3.000 EACH| 125.00000 375.00| 120.00000 360.00| 133.57000 400.71 RIGHT OF WAY MARKER | | | 0022 616-02320 185.800 m2 | 3.00000 557.40| 2.00000 371.60| 2.10000 390.18 GEOTEXTILES | | | 0023 616-06405 202.600 Mg | 35.00000 7091.00| 26.25000 5318.25| 22.91000 4641.57 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 700.00000 700.00| 525.00000 525.00| 584.39000 584.39 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 2100.000 m2 | 1.50000 3150.00| 0.58000 1218.00| 0.65000 1365.00 MULCHED SEEDING, R | | | 0026 621-06574 227.200 m2 | 7.00000 1590.40| 8.25000 1874.40| 9.18000 2085.70 SODDING | | | 0027 702-90915 3.550 m3 | 500.00000 1775.00| 1175.00000 4171.25| 495.61000 1759.42 CONCRETE, A | | | 0028 703-51032 98.100 kg | 1.75000 171.68| 13.20000 1294.92| 2.88000 282.53 REINFORCING STEEL, EPOXY COATED | | | 0029 714-99348 9.140 m | 800.00000 7312.00| 1352.00000 12357.28| 1100.14000 10055.28 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0030 718-03277 260.000 m | 12.00000 3120.00| 13.00000 3380.00| 12.78000 3322.80 PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0031 718-03796 16.400 m | 24.00000 393.60| 13.00000 213.20| 38.51000 631.56 PIPE, CORRUGATED PLASTIC, NONPERFORATED,| | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,018.55 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24413-A COUNTIES : HAMILTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1139301 |(3) 35-1136349 |YARDBERRY LANDSCAPE |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 718-52610 58.800 m3 | 40.00000 2352.00| 48.00000 2822.40| 40.74000 2395.51 AGGREGATE FOR UNDERDRAINS | | | 0033 718-97137 2.000 EACH| 155.00000 310.00| 1000.00000 2000.00| 306.11000 612.22 OUTLET PROTECTOR, 150 mm | | | 0034 718-99153 514.800 m2 | 3.00000 1544.40| 0.60000 308.88| 2.00000 1029.60 GEOTEXTILES FOR UNDERDRAIN | | | 0035 801-06640 16.000 EACH| 65.00000 1040.00| 50.00000 800.00| 55.66000 890.56 CONSTRUCTION SIGN, A | | | 0036 801-06207 500.000 m | 3.50000 1750.00| 2.95000 1475.00| 3.28000 1640.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06710 21.000 DAY | 35.00000 735.00| 15.00000 315.00| 15.01000 315.21 FLASHING ARROW SIGN | | | 0038 801-06775 LUMP| 700.00000 700.00| 3000.00000 3000.00| 2182.05000 2182.05 MAINTAINING TRAFFIC | | | 0039 802-94715 LUMP| 500.00000 500.00| 785.00000 785.00| 556.56000 556.56 SIGNS, SHEET, REMOVE AND RESET | | | SECTION TOTALS | $ 165,057.08| $ 165,441.91| $ 178,107.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 165,057.08| $ 165,441.91| $ 178,107.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,018.55 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24413-A COUNTIES : HAMILTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1609544 |(6) 35-1151771 |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 3.000 MOS | 1650.00000 4950.00| 1238.93000 3716.79| 2250.00000 6750.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4800.00000 4800.00| 3058.97000 3058.97| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14700.00000 14700.00| 9000.00000 9000.00| 9600.00000 9600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10300.00000 10300.00| 12478.03000 12478.03| 9600.00000 9600.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 3300.00000 3300.00| 3717.65000 3717.65| 4500.00000 4500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02000 788.000 m3 | 17.00000 13396.00| 16.86000 13285.68| 33.00000 26004.00 EXCAVATION, COMMON | | | 0007 203-02070 375.000 m3 | 13.50000 5062.50| 16.70000 6262.50| 15.00000 5625.00 BORROW | | | 0008 205-02224 260.000 m | 6.00000 1560.00| 5.10000 1326.00| 5.00000 1300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 14.000 m | 8.00000 112.00| 34.55000 483.70| 34.00000 476.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 211-02060 62.500 m3 | 27.50000 1718.75| 38.12000 2382.50| 51.00000 3187.50 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52309 713.300 Mg | 17.60000 12554.08| 20.08000 14323.06| 17.00000 12126.10 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0012 402-05468 790.000 Mg | 38.50000 30415.00| 39.65000 31323.50| 40.00000 31600.00 HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 160.900 Mg | 52.80000 8495.52| 49.85000 8020.87| 44.00000 7079.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 73.100 Mg | 68.20000 4985.42| 67.98000 4969.34| 62.00000 4532.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05481 199.200 Mg | 47.30000 9422.16| 41.35000 8236.92| 40.00000 7968.00 HMA BASE 25.0 mm, SHOULDER | | | 0016 404-05511 766.600 m2 | 5.50000 4216.30| 1.53000 1172.90| 3.00000 2299.80 SEAL COAT, 2 | | | 0017 406-05520 0.138 Mg | 190.00000 26.22| 181.27000 25.02| 250.00000 34.50 ASPHALT FOR TACK COAT | | | 0018 601-06035 106.700 m | 19.80000 2112.66| 29.46000 3143.38| 29.00000 3094.30 GUARDRAIL, RESET | | | 0019 601-91147 2.000 EACH| 1775.00000 3550.00| 1688.10000 3376.20| 1649.00000 3298.00 GUARDRAIL END TREATMENT, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,018.55 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24413-A COUNTIES : HAMILTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1609544 |(6) 35-1151771 |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 603-01159 210.000 m | 36.30000 7623.00| 32.61000 6848.10| 38.00000 7980.00 FENCE, CHAIN LINK, 1067 mm | | | 0021 615-06490 3.000 EACH| 121.00000 363.00| 118.96000 356.88| 116.00000 348.00 RIGHT OF WAY MARKER | | | 0022 616-02320 185.800 m2 | 2.20000 408.76| 2.71000 503.52| 3.00000 557.40 GEOTEXTILES | | | 0023 616-06405 202.600 Mg | 18.70000 3788.62| 20.65000 4183.69| 34.00000 6888.40 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 440.00000 440.00| 594.80000 594.80| 581.00000 581.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 2100.000 m2 | 0.40000 840.00| 0.66000 1386.00| 1.00000 2100.00 MULCHED SEEDING, R | | | 0026 621-06574 227.200 m2 | 3.80000 863.36| 9.35000 2124.32| 11.00000 2499.20 SODDING | | | 0027 702-90915 3.550 m3 | 770.00000 2733.50| 1258.89000 4469.06| 775.00000 2751.25 CONCRETE, A | | | 0028 703-51032 98.100 kg | 5.50000 539.55| 3.72000 364.93| 4.00000 392.40 REINFORCING STEEL, EPOXY COATED | | | 0029 714-99348 9.140 m | 1320.00000 12064.80| 1158.73000 10590.79| 1000.00000 9140.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0030 718-03277 260.000 m | 11.00000 2860.00| 11.40000 2964.00| 9.00000 2340.00 PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0031 718-03796 16.400 m | 33.00000 541.20| 37.26000 611.06| 9.00000 147.60 PIPE, CORRUGATED PLASTIC, NONPERFORATED,| | | 150 mm | | | 0032 718-52610 58.800 m3 | 33.00000 1940.40| 43.52000 2558.98| 30.00000 1764.00 AGGREGATE FOR UNDERDRAINS | | | 0033 718-97137 2.000 EACH| 165.00000 330.00| 441.16000 882.32| 210.00000 420.00 OUTLET PROTECTOR, 150 mm | | | 0034 718-99153 514.800 m2 | 2.20000 1132.56| 2.71000 1395.11| 1.25000 643.50 GEOTEXTILES FOR UNDERDRAIN | | | 0035 801-06640 16.000 EACH| 55.00000 880.00| 56.65000 906.40| 65.00000 1040.00 CONSTRUCTION SIGN, A | | | 0036 801-06207 500.000 m | 3.25000 1625.00| 3.34000 1670.00| 3.25000 1625.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06710 21.000 DAY | 16.50000 346.50| 16.99000 356.79| 17.00000 357.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,018.55 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24413-A COUNTIES : HAMILTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1609544 |(6) 35-1151771 |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 801-06775 LUMP| 3300.00000 3300.00| 7158.53000 7158.53| 9200.00000 9200.00 MAINTAINING TRAFFIC | | | 0039 802-94715 LUMP| 990.00000 990.00| 889.37000 889.37| 875.00000 875.00 SIGNS, SHEET, REMOVE AND RESET | | | SECTION TOTALS | $ 179,286.86| $ 181,117.66| $ 193,724.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,286.86| $ 181,117.66| $ 193,724.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654326 4654326 4654326 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9990053 BERNS/WEDDLE JOINT VENTURE A + B = $ 33,373,010.07 2 35-0918397 RIETH RILEY CONSTRUCTION A + B = $ 34,790,623.94 3 35-1917625 MILESTONE CONTRACTORS, L.P. AWARD A + B = $ 33,307,641.15 4 36-2231526 WALSH CONSTR CO OF ILL A + B = $ 35,135,311.94 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. A + B = $ 36,518,302.62 ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT AND WIDENING | | | 0001 105-01925 24.000 MOS | 1600.00000 38400.00| 1900.00000 45600.00| 2710.85000 65060.40 FIELD OFFICE, 51.1 m2 | | | 0002 105-06657 48.000 MOS | 100.00000 4800.00| 75.00000 3600.00| 118.57000 5691.36 PHONE, CELLULAR | | | 0003 105-06845 LUMP| 350000.00000 350000.00| 400000.00000 400000.00| 477405.00000 477405.00 CONSTRUCTION ENGINEERING | | | 0006 108-01614 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 7903.71000 7903.71 PARTNERING OVERHEAD | | | 0007 110-01001 LUMP| 1500000.00000 1500000.00| 1372000.00000 1372000.00| 1570000.00000 1570000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP| 166400.00000 166400.00| 380000.00000 380000.00| 314000.00000 314000.00 CLEARING RIGHT OF WAY | | | 0014 202-02240 89654.000 m2 | 4.78000 428546.12| 4.80000 430339.20| 4.64000 415994.56 PAVEMENT, REMOVE | | | 0015 202-02241 3930.100 m | 6.60000 25938.66| 6.90000 27117.69| 7.00000 27510.70 GUARDRAIL, REMOVE | | | 0016 202-02277 492.300 m | 6.50000 3199.95| 16.00000 7876.80| 13.16000 6478.67 GUTTER, LIP, REMOVE | | | 0017 202-02278 1626.800 m | 4.90000 7971.32| 18.00000 29282.40| 12.89000 20969.45 CURB, CONCRETE, REMOVE | | | 0018 202-03783 19.000 EACH| 312.40000 5935.60| 290.00000 5510.00| 233.40000 4434.60 SIGN, PANEL, REMOVE | | | 0019 202-51328 LUMP| 141254.41000 141254.41| 180000.00000 180000.00| 91180.99000 91180.99 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 202-51328 LUMP| 131513.99000 131513.99| 200000.00000 200000.00| 160261.06000 160261.06 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0021 202-51328 LUMP| 20390.68000 20390.68| 28000.00000 28000.00| 10790.52000 10790.52 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0022 202-51330 LUMP| 122315.75000 122315.75| 120000.00000 120000.00| 42402.19000 42402.19 PRESENT STRUCTURE, REMOVE STR. NO. 7 | | | 0023 202-51368 945.000 m2 | 27.03000 25543.35| 11.00000 10395.00| 9.79000 9251.55 SLOPEWALL, REMOVE | | | 0024 202-60815 209.800 m | 7.00000 1468.60| 31.00000 6503.80| 29.58000 6205.88 CENTER CURB, REMOVE | | | 0025 202-60820 19391.600 m2 | 1.00000 19391.60| 1.20000 23269.92| 2.69000 52163.40 SURFACE MILLING, ASPHALT | | | 0026 202-74050 3.000 EACH| 355.32000 1065.96| 290.00000 870.00| 360.71000 1082.13 SIGN, OVERHEAD, REMOVE | | | 0027 202-74055 7.000 EACH| 2174.39000 15220.73| 2700.00000 18900.00| 1506.48000 10545.36 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0028 202-74085 1.000 EACH| 1058.65000 1058.65| 1500.00000 1500.00| 434.97000 434.97 OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0029 202-74095 8.000 EACH| 852.18000 6817.44| 290.00000 2320.00| 371.32000 2970.56 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0030 202-78515 LUMP| 1193.71000 1193.71| 3500.00000 3500.00| 2265.02000 2265.02 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0031 202-92607 67.000 EACH| 32.05000 2147.35| 290.00000 19430.00| 8.28000 554.76 SIGN POST, CHANNEL, REMOVE | | | 0032 202-93763 47.000 EACH| 89.18000 4191.46| 430.00000 20210.00| 265.23000 12465.81 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0033 202-93974 5.000 EACH| 793.98000 3969.90| 1500.00000 7500.00| 509.23000 2546.15 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0034 202-95579 3.000 EACH| 498.11000 1494.33| 230.00000 690.00| 127.31000 381.93 SERVICE POINT, REMOVE | | | 0035 202-96070 4.000 EACH| 1510.47000 6041.88| 2700.00000 10800.00| 965.42000 3861.68 HIGH MAST TOWER, REMOVE | | | 0036 202-96151 LUMP| 2000.00000 2000.00| 3400.00000 3400.00| 1591.35000 1591.35 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0037 202-99187 3000.000 m | 0.01000 30.00| 5.80000 17400.00| 1.39000 4170.00 FENCE, FARM FIELD, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 203-02000 377216.000 m3 | 7.73000 2915879.68| 6.90000 2602790.40| 8.15000 3074310.40 EXCAVATION, COMMON | | | 0039 205-02224 1112.800 m | 4.92000 5474.98| 5.20000 5786.56| 5.22000 5808.82 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0040 205-02231 6156.500 m | 13.00000 80034.50| 42.00000 258573.00| 23.69000 145847.49 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0041 205-02233 675.000 m3 | 11.11000 7499.25| 6.30000 4252.50| 8.87000 5987.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0042 205-02234 32.000 EACH| 55.00000 1760.00| 58.00000 1856.00| 58.35000 1867.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0043 205-02237 4.000 EACH| 55.00000 220.00| 58.00000 232.00| 58.35000 233.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0044 206-51230 1177.300 m3 | 85.32000 100447.24| 150.00000 176595.00| 21.47000 25276.63 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0046 211-02050 2707.000 m3 | 22.78000 61665.46| 18.00000 48726.00| 13.81000 37383.67 B BORROW | | | 0047 211-02060 51782.900 m3 | 22.78000 1179614.46| 18.00000 932092.20| 14.39000 745155.93 B BORROW FOR STRUCTURE BACKFILL | | | 0048 211-06467 355.000 m3 | 54.50000 19347.50| 54.00000 19170.00| 87.72000 31140.60 AGGREGATE FOR END BENT BACKFILL | | | 0049 303-52308 78855.000 Mg | 14.35000 1131569.25| 12.00000 946260.00| 11.43000 901312.65 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0051 304-06464 30039.400 m3 | 35.96000 1080216.82| 35.00000 1051379.00| 40.17000 1206682.70 SUBBASE FOR PCCP | | | 0053 305-05206 1576.000 Mg | 65.56000 103322.56| 58.00000 91408.00| 58.83000 92716.08 WIDENING WITH HMA | | | 0054 401-05437 8006.000 Mg | 36.00000 288216.00| 36.00000 288216.00| 36.00000 288216.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0055 401-05455 1919.000 Mg | 37.00000 71003.00| 39.00000 74841.00| 37.00000 71003.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0056 401-05456 2182.000 Mg | 57.00000 124374.00| 50.00000 109100.00| 57.00000 124374.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0057 401-06264 LUMP| 1800.00000 1800.00| 5000.00000 5000.00| 1800.00000 1800.00 PROFILOGRAPH, HMA | | | 0060 402-05481 2143.100 Mg | 35.00000 75008.50| 39.00000 83580.90| 35.00000 75008.50 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE:$ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 402-05495 38.400 Mg | 60.00000 2304.00| 44.00000 1689.60| 60.00000 2304.00 HMA WEDGE AND LEVEL | | | 0062 405-05517 11.800 Mg | 235.00000 2773.00| 340.00000 4012.00| 235.00000 2773.00 ASPHALT FOR PRIME COAT | | | 0063 406-05520 17.800 Mg | 205.00000 3649.00| 180.00000 3204.00| 205.00000 3649.00 ASPHALT FOR TACK COAT | | | 0064 501-05240 21841.010 m | 15.86000 346398.42| 22.00000 480502.22| 20.00000 436820.20 CONTRACTION JOINT, D1 | | | 0065 501-06266 LUMP| 17600.00000 17600.00| 3800.00000 3800.00| 20000.00000 20000.00 PROFILOGRAPH, PCCP | | | 0066 501-06323 48202.300 m2 | 32.50000 1566574.75| 34.00000 1638878.20| 35.50000 1711181.65 QC/QA PCCP, 300 mm | | | 0067 501-06325 60596.000 m2 | 32.58000 1974217.68| 34.00000 2060264.00| 35.50000 2151158.00 QC/QA PCCP, 350 mm | | | 0068 503-03489 212.000 EACH| 10.40000 2204.80| 11.00000 2332.00| 12.00000 2544.00 RETROFITTED TIE BARS | | | 0069 503-05310 212.400 m | 318.00000 67543.20| 360.00000 76464.00| 350.00000 74340.00 TERMINAL JOINT | | | 0070 506-06333 1100.000 m2 | 75.00000 82500.00| 120.00000 132000.00| 120.52000 132572.00 PCCP PATCHING, FULL DEPTH | | | 0071 601-01522 6.000 EACH| 11.75000 70.50| 1200.00000 7200.00| 1246.56000 7479.36 GUARDRAIL TRANSITION TYPE TGB | | | 0072 601-02621 9.525 m | 60.00000 571.50| 63.00000 600.08| 63.62000 605.98 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED | | | 0073 601-04746 2.000 EACH| 5900.00000 11800.00| 6200.00000 12400.00| 7157.06000 14314.12 ENERGY ABSORBING TERMINAL, CZ | | | 0074 601-04756 1.000 EACH| 8900.00000 8900.00| 9300.00000 9300.00| 9442.01000 9442.01 ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0075 601-06037 2.000 EACH| 575.00000 1150.00| 600.00000 1200.00| 610.02000 1220.04 GUARDRAIL END TREATMENT, I | | | 0076 601-06242 2.000 EACH| 15000.00000 30000.00| 16000.00000 32000.00| 16811.25000 33622.50 IMPACT ATTENUATOR, R2, W1, TL-2, 70 km/h| | | 0077 601-06246 4.000 EACH| 30500.00000 122000.00| 32000.00000 128000.00| 33373.25000 133493.00 IMPACT ATTENUATOR, R2, W1, TL-3, 110 | | | km/h | | | 0078 601-06424 1.000 EACH| 6000.00000 6000.00| 6300.00000 6300.00| 6365.40000 6365.40 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, 70 km/h | | | 0079 601-06454 1.000 EACH| 11500.00000 11500.00| 12000.00000 12000.00| 12200.35000 12200.35 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, 110 km/h | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.5 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 601-06584 1.000 EACH| 26000.00000 26000.00| 27000.00000 27000.00| 28638.54000 28638.54 IMPACT ATTENUATOR, ELITE | | | 0081 601-94689 17.000 EACH| 3175.00000 53975.00| 3300.00000 56100.00| 3368.36000 57262.12 GUARDRAIL END TREATMENT, OS | | | 0082 601-97774 12.000 EACH| 2175.00000 26100.00| 2300.00000 27600.00| 2307.46000 27689.52 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0083 601-99105 1593.275 m | 33.49000 53358.78| 35.00000 55764.63| 35.53000 56609.06 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0084 601-99106 83.820 m | 65.00000 5448.30| 68.00000 5699.76| 68.96000 5780.23 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0085 601-99123 2.000 EACH| 1975.00000 3950.00| 2100.00000 4200.00| 2095.28000 4190.56 GUARDRAIL TRANSITION, GP | | | 0086 601-99132 2.000 EACH| 175.00000 350.00| 180.00000 360.00| 185.66000 371.32 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0087 602-01598 2411.000 m | 195.41000 471133.51| 120.00000 289320.00| 210.83000 508311.13 BARRIER, MEDIAN, CONCRETE, 1170 mm | | | 0088 602-06639 567.000 m | 64.04000 36310.68| 77.00000 43659.00| 52.18000 29586.06 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0089 602-06646 5814.000 m | 53.18000 309188.52| 41.00000 238374.00| 51.00000 296514.00 TEMPORARY CONCRETE BARRIER | | | 0090 602-06729 305.000 EACH| 6.75000 2058.75| 7.10000 2165.50| 7.16000 2183.80 BARRIER DELINEATOR | | | 0091 602-95580 133.000 m | 83.20000 11065.60| 86.00000 11438.00| 13.89000 1847.37 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0092 603-04160 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 1591.35000 1591.35 FENCE GATE, CHAIN LINK, 1220 mm X 9.8 m | | | 0093 603-06040 2608.200 m | 11.85000 30907.17| 12.00000 31298.40| 12.57000 32785.07 FENCE, FARM FIELD, 1190 mm | | | 0094 603-06045 3140.800 m | 24.25000 76164.40| 25.00000 78520.00| 25.73000 80812.78 FENCE, CHAIN LINK, 1220 mm | | | 0095 603-92636 1869.100 m | 33.60000 62801.76| 35.00000 65418.50| 35.65000 66633.42 FENCE, CHAIN LINK, 1830 mm | | | 0096 605-06090 107.100 m | 40.20000 4305.42| 63.00000 6747.30| 31.62000 3386.50 CURB, INTEGRAL, CONCRETE | | | 0097 605-06120 775.000 m | 49.20000 38130.00| 45.00000 34875.00| 46.25000 35843.75 CURB, CONCRETE | | | 0098 605-06255 533.900 m2 | 59.70000 31873.83| 69.00000 36839.10| 78.23000 41767.00 CENTER CURB, D, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,050.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 605-94082 1.000 EACH| 750.00000 750.00| 870.00000 870.00| 624.07000 624.07 CURB TURNOUT, CONCRETE | | | 0100 610-05527 437.000 Mg | 64.00000 27968.00| 55.00000 24035.00| 64.00000 27968.00 HMA FOR APPROACHES | | | 0101 610-06259 615.300 m2 | 76.90000 47316.57| 68.00000 41840.40| 83.35000 51285.26 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0102 610-06262 1831.900 m2 | 85.01000 155729.82| 78.00000 142888.20| 87.33000 159979.83 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0103 611-06497 6.000 EACH| 125.00000 750.00| 130.00000 780.00| 132.61000 795.66 MAILBOX ASSEMBLY, SINGLE | | | 0104 611-06498 1.000 EACH| 175.00000 175.00| 180.00000 180.00| 185.66000 185.66 MAILBOX ASSEMBLY, DOUBLE | | | 0105 611-52817 1.000 EACH| 9125.00000 9125.00| 19000.00000 19000.00| 13962.60000 13962.60 TEMPORARY CROSSOVER, B | | | 0106 615-06490 48.000 EACH| 100.00000 4800.00| 110.00000 5280.00| 106.09000 5092.32 RIGHT OF WAY MARKER | | | 0107 615-06505 17.000 EACH| 325.00000 5525.00| 340.00000 5780.00| 344.79000 5861.43 MONUMENT, B | | | 0108 615-06510 28.000 EACH| 225.00000 6300.00| 240.00000 6720.00| 238.70000 6683.60 MONUMENT, C | | | 0109 615-06515 65.000 EACH| 100.00000 6500.00| 110.00000 7150.00| 106.09000 6895.85 MONUMENT, D | | | 0110 616-02320 4603.700 m2 | 1.20000 5524.44| 1.30000 5984.81| 2.33000 10726.62 GEOTEXTILES | | | 0111 616-05689 27.200 Mg | 165.00000 4488.00| 80.00000 2176.00| 49.49000 1346.13 RIPRAP, CLASS 2 | | | 0112 616-06405 2539.300 Mg | 25.35000 64371.26| 21.00000 53325.30| 22.30000 56626.39 RIPRAP, REVETMENT | | | 0113 616-51367 2919.000 m2 | 38.00000 110922.00| 83.00000 242277.00| 75.20000 219508.80 SLOPEWALL, CONCRETE, 100 mm | | | 0114 621-06545 12.900 Mg | 572.00000 7378.80| 600.00000 7740.00| 606.83000 7828.11 FERTILIZER | | | 0115 621-06554 3998.900 kg | 8.60000 34390.54| 9.00000 35990.10| 9.12000 36469.97 SEED MIXTURE, U | | | 0116 621-06565 100.000 Mg | 440.00000 44000.00| 460.00000 46000.00| 466.80000 46680.00 MULCHING MATERIAL | | | 0117 621-06567 265.000 kL | 1.00000 265.00| 1.10000 291.50| 1.06000 280.90 WATER | | | 0118 621-06574 2694.000 m2 | 4.45000 11988.30| 3.10000 8351.40| 3.13000 8432.22 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 621-06575 12970.000 m2 | 4.45000 57716.50| 3.10000 40207.00| 3.13000 40596.10 SODDING, NURSERY | | | 0120 622-05624 114.000 EACH| 188.00000 21432.00| 200.00000 22800.00| 199.45000 22737.30 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 900 TO 1200 mm | | | 0121 622-05640 1732.000 EACH| 63.00000 109116.00| 66.00000 114312.00| 66.84000 115766.88 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0122 622-05643 24.000 EACH| 110.00000 2640.00| 120.00000 2880.00| 116.70000 2800.80 PLANT, DECIDUOUS TREE, MULTI-STEM, 1200 | | | mm OR UNDER | | | 0123 622-05648 64.000 EACH| 160.00000 10240.00| 170.00000 10880.00| 169.74000 10863.36 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0124 622-05649 167.000 EACH| 357.00000 59619.00| 370.00000 61790.00| 378.74000 63249.58 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0125 622-52436 12.000 EACH| 25.00000 300.00| 26.00000 312.00| 26.52000 318.24 SIGN, DO NOT MOW OR SPRAY | | | 0126 701-01849 2556.000 m | 91.86000 234794.16| 75.00000 191700.00| 110.52000 282489.12 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0127 701-51195 710.000 m | 112.24000 79690.40| 95.00000 67450.00| 101.52000 72079.20 PILE, STEEL H, HP 310 X 79 | | | 0128 701-91792 64.000 EACH| 86.00000 5504.00| 54.00000 3456.00| 115.04000 7362.56 PILE TIP, STEEL H | | | 0129 701-93633 58.600 m | 83.66000 4902.48| 90.00000 5274.00| 70.05000 4104.93 OVERSIZED PREDRILLED PILE HOLES | | | 0130 701-98647 498.000 m | 116.08000 57807.84| 85.00000 42330.00| 141.11000 70272.78 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0131 702-04325 LUMP| 192690.36000 192690.36| 200000.00000 200000.00| 43265.09000 43265.09 TEMPORARY SHORING , STR. NO. 1 | | | 0132 702-51005 740.700 m3 | 678.45000 502527.92| 500.00000 370350.00| 750.00000 555525.00 CONCRETE, A, SUBSTRUCTURE | | | 0133 702-51015 364.100 m3 | 505.89000 184194.55| 250.00000 91025.00| 300.00000 109230.00 CONCRETE, B, FOOTINGS | | | 0134 702-51100 55.000 kg | 7.45000 409.75| 14.00000 770.00| 8.67000 476.85 DRAIN PIPE, CAST IRON, 150 mm | | | 0135 702-51110 87.000 kg | 6.06000 527.22| 11.00000 957.00| 7.11000 618.57 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 702-51863 534.000 EACH| 10.47000 5590.98| 12.00000 6408.00| 6.46000 3449.64 FIELD DRILLED HOLE IN CONCRETE | | | 0137 702-90915 197.300 m3 | 498.66000 98385.62| 750.00000 147975.00| 612.83000 120911.36 CONCRETE, A | | | 0138 702-92857 103.500 m3 | 399.68000 41366.88| 460.00000 47610.00| 429.02000 44403.57 CONCRETE, C, SUBSTRUCTURE | | | 0140 702-93722 471.500 m3 | 510.38000 240644.17| 600.00000 282900.00| 635.66000 299713.69 CONCRETE, C MODIFIED, TYPE 1 | | | 0141 702-93722 200.400 m3 | 412.34000 82632.94| 400.00000 80160.00| 443.27000 88831.31 CONCRETE, C MODIFIED, TYPE 2 | | | 0143 703-03622 1311.000 EACH| 12.30000 16125.30| 12.00000 15732.00| 13.17000 17265.87 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0144 703-06028 34389.000 kg | 1.17000 40235.13| 1.10000 37827.90| 1.08000 37140.12 REINFORCING BARS | | | 0145 703-06029 623135.000 kg | 1.32000 822538.20| 1.20000 747762.00| 1.22000 760224.70 REINFORCING BARS, EPOXY COATED | | | 0148 703-97936 1316.000 EACH| 12.30000 16186.80| 13.00000 17108.00| 16.46000 21661.36 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0149 704-51002 1999.500 m3 | 467.62000 935006.19| 480.00000 959760.00| 424.79000 849367.61 CONCRETE, C, SUPERSTRUCTURE | | | 0150 706-05732 3.000 EACH| 1577.72000 4733.16| 1900.00000 5700.00| 2020.02000 6060.06 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0151 706-05734 6.000 EACH| 1808.53000 10851.18| 2000.00000 12000.00| 2019.18000 12115.08 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0152 706-51020 387.200 m3 | 407.54000 157799.49| 600.00000 232320.00| 537.81000 208240.03 CONCRETE, C, RAILING | | | 0154 707-01065 LUMP| 181583.79000 181583.79| 210000.00000 210000.00| 197999.81000 197999.81 POST-TENSIONING , STR. NO. 1 | | | 0155 707-05989 502.600 m | 565.26000 284099.68| 650.00000 326690.00| 575.92000 289457.39 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1829 mm X 1220 mm | | | 0156 709-51821 LUMP| 8541.94000 8541.94| 8900.00000 8900.00| 8635.73000 8635.73 SURFACE SEAL , STR. NO. 1 | | | 0157 709-51821 LUMP| 12262.89000 12262.89| 18000.00000 18000.00| 12489.48000 12489.48 SURFACE SEAL , STR. NO. 2 | | | 0158 709-51821 LUMP| 1041.70000 1041.70| 700.00000 700.00| 1060.90000 1060.90 SURFACE SEAL , STR. NO. 3 | | | 0159 709-51821 LUMP| 10208.66000 10208.66| 13000.00000 13000.00| 10389.04000 10389.04 SURFACE SEAL , STR. NO. 4 | | | 0160 709-51821 LUMP| 9271.13000 9271.13| 10000.00000 10000.00| 9344.33000 9344.33 SURFACE SEAL , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 709-51821 LUMP| 1041.70000 1041.70| 500.00000 500.00| 1060.90000 1060.90 SURFACE SEAL , STR. NO. 6 | | | 0162 710-51864 1156.000 EACH| 13.54000 15652.24| 13.00000 15028.00| 12.84000 14843.04 FIELD DRILLED HOLE | | | 0163 711-51038 LUMP| 1204805.27000 1204805.27| 1212000.00000 1212000.00| 1217138.90000 1217138.90 STRUCTURAL STEEL , STR. NO. 2 | | | 0164 711-51038 LUMP| 278075.90000 278075.90| 320000.00000 320000.00| 296455.99000 296455.99 STRUCTURAL STEEL , STR. NO. 4 | | | 0165 711-51038 LUMP| 112941.85000 112941.85| 130000.00000 130000.00| 138608.57000 138608.57 STRUCTURAL STEEL , STR. NO. 5 | | | 0166 711-51070 196.000 EACH| 40.00000 7840.00| 60.00000 11760.00| 19.84000 3888.64 ANCHOR PLATE, AP 1 | | | 0167 711-51080 6.000 EACH| 45.37000 272.22| 120.00000 720.00| 22.46000 134.76 ANCHOR PLATE, AP3 | | | 0168 714-03437 133.800 m2 | 525.00000 70245.00| 670.00000 89646.00| 380.53000 50914.91 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0169 714-04733 65.830 m | 6246.00000 411174.18| 8900.00000 585887.00| 7186.21000 473068.20 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, | | | 0170 715-05019 49.800 m | 153.55000 7646.79| 170.00000 8466.00| 163.14000 8124.37 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0171 715-05048 11017.000 m | 8.45000 93093.65| 8.40000 92542.80| 8.90000 98051.30 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0172 715-05049 3109.000 m | 10.25000 31867.25| 8.80000 27359.20| 9.95000 30934.55 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0173 715-05053 1273.800 m | 25.60000 32609.28| 9.50000 12101.10| 31.83000 40545.05 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0174 715-05121 79.000 m | 65.70000 5190.30| 97.00000 7663.00| 92.35000 7295.65 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0175 715-05123 153.900 m | 88.20000 13573.98| 120.00000 18468.00| 111.01000 17084.44 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0176 715-05125 126.400 m | 123.85000 15654.64| 150.00000 18960.00| 137.92000 17433.09 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0177 715-05149 1569.400 m | 68.50000 107503.90| 80.00000 125552.00| 79.64000 124987.02 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0178 715-05168 12.700 m | 60.00000 762.00| 80.00000 1016.00| 79.69000 1012.06 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0179 715-05169 47.000 m | 65.60000 3083.20| 88.00000 4136.00| 79.64000 3743.08 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0180 715-05173 28.000 m | 96.40000 2699.20| 120.00000 3360.00| 125.51000 3514.28 PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 715-05175 15.000 m | 150.00000 2250.00| 150.00000 2250.00| 138.89000 2083.35 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0182 715-05232 20.500 m | 167.30000 3429.65| 200.00000 4100.00| 196.96000 4037.68 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0183 715-05241 55.200 m | 303.20000 16736.64| 330.00000 18216.00| 304.14000 16788.53 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0184 715-05265 96.000 m | 721.00000 69216.00| 920.00000 88320.00| 932.68000 89537.28 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.98 | | | m2 | | | 0185 715-05407 267.000 m | 39.11000 10442.37| 8.00000 2136.00| 24.94000 6658.98 PIPE, END BENT DRAIN, 150 mm | | | 0186 715-44240 63.200 m3 | 1029.07000 65037.22| 1600.00000 101120.00| 769.45000 48629.24 CONCRETE, A, STRUCTURES | | | 0187 715-46000 58.000 EACH| 218.00000 12644.00| 290.00000 16820.00| 264.77000 15356.66 PIPE END SECTION, 300 mm | | | 0188 715-46005 10.000 EACH| 275.00000 2750.00| 320.00000 3200.00| 338.65000 3386.50 PIPE END SECTION, 375 mm | | | 0189 715-46010 4.000 EACH| 330.00000 1320.00| 370.00000 1480.00| 380.44000 1521.76 PIPE END SECTION, 450 mm | | | 0190 715-46020 16.000 EACH| 495.00000 7920.00| 570.00000 9120.00| 522.20000 8355.20 PIPE END SECTION, 600 mm | | | 0191 715-46030 12.000 EACH| 675.00000 8100.00| 740.00000 8880.00| 640.17000 7682.04 PIPE END SECTION, 750 mm | | | 0192 715-46040 2.000 EACH| 700.00000 1400.00| 1100.00000 2200.00| 938.49000 1876.98 PIPE END SECTION, 900 mm | | | 0193 715-46065 2.000 EACH| 495.00000 990.00| 1100.00000 2200.00| 515.82000 1031.64 PIPE END SECTION, MIN. AREA .27 m2 | | | 0195 716-96215 53.000 m | 254.00000 13462.00| 1200.00000 63600.00| 1219.67000 64642.51 PIPE, JACKED, 375 mm | | | 0198 718-52610 2960.700 m3 | 27.05000 80086.94| 26.00000 76978.20| 33.42000 98946.59 AGGREGATE FOR UNDERDRAINS | | | 0199 720-44015 1.000 EACH| 350.00000 350.00| 1100.00000 1100.00| 541.83000 541.83 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0200 720-45010 1.000 EACH| 930.00000 930.00| 2300.00000 2300.00| 915.23000 915.23 INLET, A3 | | | 0201 720-45025 1.000 EACH| 1230.00000 1230.00| 2100.00000 2100.00| 1122.18000 1122.18 INLET, D6 | | | 0202 720-45041 19.000 EACH| 2970.00000 56430.00| 1700.00000 32300.00| 1905.99000 36213.81 INLET, H5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 720-45045 2.000 EACH| 1140.00000 2280.00| 1100.00000 2200.00| 1052.12000 2104.24 INLET, J10 | | | 0204 720-45070 2.000 EACH| 1385.00000 2770.00| 1200.00000 2400.00| 1481.11000 2962.22 INLET, P12A | | | 0205 720-45075 3.000 EACH| 1400.00000 4200.00| 2800.00000 8400.00| 1172.84000 3518.52 INLET, R13 | | | 0206 720-94906 31.000 EACH| 1570.00000 48670.00| 1300.00000 40300.00| 1098.47000 34052.57 INLET, X5 | | | 0207 724-51925 41.400 m | 277.63000 11493.88| 340.00000 14076.00| 364.45000 15088.23 STRUCTURAL EXPANSION JOINT, SS | | | 0208 726-58789 10.000 EACH| 1169.62000 11696.20| 2000.00000 20000.00| 1092.89000 10928.90 BEARING ASSEMBLY, ELASTOMERIC, II , STR.| | | NO. 2 | | | 0209 726-99095 10.000 EACH| 2009.19000 20091.90| 1100.00000 11000.00| 1903.99000 19039.90 BEARING ASSEMBLY, ELASTOMERIC, I , STR. | | | NO. 2 | | | 0210 728-98377 LUMP| 7396.07000 7396.07| 6600.00000 6600.00| 7503.75000 7503.75 MASONRY COATING , STR. NO. 1 | | | 0211 728-98377 LUMP| 12917.08000 12917.08| 14000.00000 14000.00| 13096.79000 13096.79 MASONRY COATING , STR. NO. 2 | | | 0212 728-98377 LUMP| 5312.67000 5312.67| 3600.00000 3600.00| 5341.03000 5341.03 MASONRY COATING , STR. NO. 4 | | | 0213 731-06223 523.000 m2 | 394.82000 206490.86| 800.00000 418400.00| 482.80000 252504.40 SOIL NAILED WALL | | | 0214 731-93945 5890.000 m2 | 128.41000 756334.90| 130.00000 765700.00| 125.54000 739430.60 FACE PANELS, CONCRETE | | | 0215 731-93946 5890.000 m2 | 66.41000 391154.90| 60.00000 353400.00| 103.82000 611499.80 WALL ERECTION | | | 0216 731-93947 567.300 m | 147.64000 83756.17| 300.00000 170190.00| 75.63000 42904.90 LEVELING PAD, CONCRETE | | | 0217 801-01093 2.000 EACH| 1500.00000 3000.00| 1600.00000 3200.00| 935.16000 1870.32 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0218 801-04308 10.000 EACH| 337.50000 3375.00| 670.00000 6700.00| 322.11000 3221.10 ROAD CLOSURE SIGN ASSEMBLY | | | 0219 801-06198 380.000 DAY | 0.01000 3.80| 300.00000 114000.00| 342.89000 130298.20 PATROLLER | | | 0220 801-06203 3183.100 m | 0.67000 2132.68| 0.58000 1846.20| 0.33000 1050.42 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0221 801-06207 44092.400 m | 2.80000 123458.72| 3.00000 132277.20| 2.99000 131836.28 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0222 801-06216 3.600 m | 20.00000 72.00| 3.60000 12.96| 3.41000 12.28 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0223 801-06218 8.600 m | 20.00000 172.00| 19.00000 163.40| 20.78000 178.71 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0224 801-06469 2568.000 m | 5.00000 12840.00| 5.70000 14637.60| 6.13000 15741.84 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0225 801-06606 58.000 EACH| 100.00000 5800.00| 200.00000 11600.00| 83.13000 4821.54 BARRICADE, IIIB | | | 0226 801-06625 44.000 EACH| 121.50000 5346.00| 100.00000 4400.00| 119.49000 5257.56 DETOUR ROUTE MARKER ASSEMBLY | | | 0227 801-06640 94.000 EACH| 100.00000 9400.00| 200.00000 18800.00| 88.32000 8302.08 CONSTRUCTION SIGN, A | | | 0228 801-06645 48.000 EACH| 37.80000 1814.40| 55.00000 2640.00| 41.56000 1994.88 CONSTRUCTION SIGN, B | | | 0229 801-06710 1620.000 DAY | 13.00000 21060.00| 13.00000 21060.00| 14.55000 23571.00 FLASHING ARROW SIGN | | | 0230 801-06775 LUMP| 161175.00000 161175.00| 320000.00000 320000.00| 250107.80000 250107.80 MAINTAINING TRAFFIC | | | 0231 801-09133 2.000 EACH| 10000.00000 20000.00| 11000.00000 22000.00| 8208.63000 16417.26 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0232 802-02293 228.100 m3 | 625.88000 142763.23| 660.00000 150546.00| 434.97000 99216.66 CONCRETE, SIGN FOUNDATION | | | 0233 802-02475 3.000 EACH| 583.23000 1749.69| 620.00000 1860.00| 806.28000 2418.84 SIGN, PANEL, REMOVE AND RELOCATE | | | 0234 802-02475 1.000 EACH| 583.23000 583.23| 870.00000 870.00| 2312.76000 2312.76 SIGN, PANEL, REMOVE AND RELOCATE (ON | | | TEMPORARY WOOD POSTS) | | | 0235 802-04893 11.000 EACH| 191.78000 2109.58| 210.00000 2310.00| 50.92000 560.12 REFERENCE POST | | | 0236 802-05701 58.735 m | 34.12000 2004.04| 27.00000 1585.85| 20.90000 1227.56 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0237 802-05702 322.160 m | 26.71000 8604.89| 23.00000 7409.68| 15.28000 4922.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0238 802-76015 417.619 m2 | 143.49000 59924.15| 200.00000 83523.80| 169.74000 70886.65 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0239 802-76025 2.632 m2 | 109.58000 288.41| 250.00000 658.00| 159.02000 418.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 802-76035 53.049 m2 | 127.34000 6755.26| 150.00000 7957.35| 164.41000 8721.79 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0241 802-76045 138.170 m2 | 82.88000 11451.53| 180.00000 24870.60| 148.53000 20522.39 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0242 802-76095 3572.660 kg | 3.26000 11646.87| 3.70000 13218.84| 3.39000 12111.32 STRUCTURAL STEEL, BREAKAWAY | | | 0243 802-96800 16062.000 EACH| 1.61000 25859.82| 1.60000 25699.20| 1.63000 26181.06 SHEAR STUD CONNECTOR | | | 0244 803-02310 6963.700 kg | 1.04000 7242.25| 1.70000 11838.29| 2.02000 14066.67 REINFORCING STEEL, SIGN FOUNDATION | | | 0245 803-76110 8.000 EACH| 25360.40000 202883.20| 26000.00000 208000.00| 27975.93000 223807.44 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0246 803-76140 6.000 EACH| 13401.50000 80409.00| 13000.00000 78000.00| 12147.31000 72883.86 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0247 803-76170 111.450 m | 429.69000 47888.95| 400.00000 44580.00| 583.50000 65031.08 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0248 803-76175 25.800 m | 477.36000 12315.89| 470.00000 12126.00| 583.49000 15054.04 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0249 803-91441 8.000 EACH| 104.00000 832.00| 610.00000 4880.00| 233.40000 1867.20 SIGN STRUCTURE ANCHOR BOLT | | | 0250 804-06725 118.000 EACH| 15.00000 1770.00| 16.00000 1888.00| 15.91000 1877.38 DELINEATOR WITH POST, D1, 75 mm | | | 0251 804-06771 18.000 EACH| 25.00000 450.00| 26.00000 468.00| 26.52000 477.36 DELINEATOR POST, FLEXIBLE | | | 0252 805-01815 8.000 EACH| 1579.25000 12634.00| 1500.00000 12000.00| 1750.49000 14003.92 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0253 805-01842 17.000 EACH| 753.96000 12817.32| 510.00000 8670.00| 689.59000 11723.03 HANDHOLE, SIGNAL | | | 0254 805-06592 1460.100 m | 37.20000 54315.72| 33.00000 48183.30| 35.01000 51118.10 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0255 805-78106 1.000 EACH| 6973.87000 6973.87| 9500.00000 9500.00| 7320.21000 7320.21 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0256 805-78109 1.000 EACH| 6869.87000 6869.87| 9500.00000 9500.00| 7320.21000 7320.21 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0257 805-78205 10.000 EACH| 362.07000 3620.70| 380.00000 3800.00| 477.41000 4774.10 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0258 805-78230 2.000 EACH| 576.92000 1153.84| 640.00000 1280.00| 689.59000 1379.18 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0259 805-78415 6.000 EACH| 1127.56000 6765.36| 1400.00000 8400.00| 1750.49000 10502.94 SPAN, CATENARY, AND TETHER | | | 0260 805-78420 6.000 EACH| 225.45000 1352.70| 200.00000 1200.00| 318.27000 1909.62 DISCONNECT HANGER | | | 0261 805-78445 2.000 EACH| 302.87000 605.74| 350.00000 700.00| 424.36000 848.72 SIGNAL SERVICE | | | 0262 805-78467 29.200 m | 6.10000 178.12| 6.60000 192.72| 5.30000 154.76 SIGNAL CABLE, 3C 8GA. | | | 0263 805-78470 1478.000 m | 0.30000 443.40| 2.50000 3695.00| 1.06000 1566.68 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0264 805-78485 100.900 m | 7.25000 731.53| 4.00000 403.60| 3.18000 320.86 SIGNAL CABLE, 5C 14GA. | | | 0265 805-78490 434.900 m | 7.05000 3066.05| 3.90000 1696.11| 4.24000 1843.98 SIGNAL CABLE, 7C 14GA. | | | 0266 805-78510 1977.400 m | 3.05000 6031.07| 2.90000 5734.46| 3.18000 6288.13 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0267 805-78784 11.000 EACH| 131.87000 1450.57| 180.00000 1980.00| 159.14000 1750.54 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0268 805-78785 13.000 EACH| 636.06000 8268.78| 370.00000 4810.00| 371.32000 4827.16 SIGNAL DETECTOR HOUSING | | | 0269 805-78795 488.100 m | 22.97000 11211.66| 9.70000 4734.57| 35.01000 17088.38 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0270 805-78925 2.000 EACH| 936.98000 1873.96| 570.00000 1140.00| 689.59000 1379.18 CONTROLLER CABINET FOUNDATION, P1 | | | 0271 805-81032 8.000 EACH| 2324.09000 18592.72| 2300.00000 18400.00| 3341.84000 26734.72 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0272 805-86810 5.000 EACH| 2727.59000 13637.95| 3500.00000 17500.00| 4455.78000 22278.90 SERVICE POINT, II | | | 0273 805-86820 4.000 EACH| 757.91000 3031.64| 600.00000 2400.00| 583.50000 2334.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0274 805-86889 260.000 m | 0.92000 239.20| 1.30000 338.00| 1.06000 275.60 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0275 805-86920 69.000 EACH| 13.53000 933.57| 7.10000 489.90| 15.91000 1097.79 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0276 805-86925 12.000 EACH| 18.01000 216.12| 17.00000 204.00| 37.13000 445.56 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0277 805-86930 16.000 EACH| 12.46000 199.36| 5.90000 94.40| 15.91000 254.56 INSULATING LINK, NOT WATERPROOFED | | | 0278 805-86935 12.000 EACH| 14.07000 168.84| 16.00000 192.00| 37.13000 445.56 INSULATING LINK, WATERPROOFED | | | 0279 805-86955 29.000 EACH| 109.02000 3161.58| 160.00000 4640.00| 53.05000 1538.45 CABLE DUCT MARKER | | | 0280 805-94295 2.000 EACH| 369.71000 739.42| 280.00000 560.00| 408.45000 816.90 SIGNAL HEAD, RELOCATE | | | 0281 805-96260 527.200 m | 8.37000 4412.66| 7.20000 3795.84| 5.94000 3131.57 FIBER OPTIC CABLE, IN CONDUIT | | | 0282 805-98335 4350.000 m | 13.06000 56811.00| 14.00000 60900.00| 13.26000 57681.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0283 805-98336 240.000 m | 22.87000 5488.80| 15.00000 3600.00| 13.26000 3182.40 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0284 807-02109 58.000 EACH| 324.60000 18826.80| 300.00000 17400.00| 434.97000 25228.26 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, WITH VANDAL SHIELD, 250 | | | WATT | | | 0285 807-04309 1.000 EACH| 1846.00000 1846.00| 1900.00000 1900.00| 2970.52000 2970.52 PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0286 807-78590 3.000 EACH| 515.81000 1547.43| 290.00000 870.00| 530.45000 1591.35 HANDHOLE | | | 0287 807-82003 3.000 EACH| 769.09000 2307.27| 780.00000 2340.00| 753.24000 2259.72 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0288 807-82004 2.000 EACH| 782.27000 1564.54| 790.00000 1580.00| 816.90000 1633.80 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0289 807-82005 4.000 EACH| 961.31000 3845.24| 800.00000 3200.00| 827.50000 3310.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0290 807-82016 5.000 EACH| 524.61000 2623.05| 480.00000 2400.00| 434.97000 2174.85 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0291 807-82017 1.000 EACH| 757.15000 757.15| 490.00000 490.00| 445.58000 445.58 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0292 807-82054 2.000 EACH| 2286.69000 4573.38| 1900.00000 3800.00| 2440.07000 4880.14 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0293 807-82400 11.000 EACH| 13632.98000 149962.78| 14000.00000 154000.00| 15192.09000 167112.99 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0294 807-84814 4.000 EACH| 1076.20000 4304.80| 1100.00000 4400.00| 1591.35000 6365.40 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0295 807-86620 4.000 EACH| 182.96000 731.84| 210.00000 840.00| 254.62000 1018.48 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0296 807-86665 66.000 EACH| 475.24000 31365.84| 490.00000 32340.00| 721.41000 47613.06 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0297 807-86750 8.000 EACH| 386.98000 3095.84| 350.00000 2800.00| 265.23000 2121.84 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0298 807-86830 10.000 EACH| 6000.24000 60002.40| 5000.00000 50000.00| 4455.78000 44557.80 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0299 807-86910 18.000 EACH| 29.85000 537.30| 30.00000 540.00| 33.95000 611.10 CONNECTOR KIT, UNFUSED | | | 0300 807-86915 32.000 EACH| 30.96000 990.72| 32.00000 1024.00| 39.25000 1256.00 CONNECTOR KIT, FUSED | | | 0301 807-86950 31.000 EACH| 28.51000 883.81| 44.00000 1364.00| 26.52000 822.12 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0303 808-03178 26.000 EACH| 150.00000 3900.00| 120.00000 3120.00| 155.86000 4052.36 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0304 808-03179 7.000 EACH| 200.00000 1400.00| 160.00000 1120.00| 166.25000 1163.75 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0305 808-06701 523.300 m | 0.72000 376.78| 0.83000 434.34| 0.99000 518.07 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0306 808-06702 493.100 m | 0.90000 443.79| 1.00000 493.10| 1.24000 611.44 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0307 808-06703 345.100 m | 0.72000 248.47| 0.83000 286.43| 0.99000 341.65 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0308 808-06705 824.700 m | 3.00000 2474.10| 3.30000 2721.51| 1.97000 1624.66 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0309 808-06706 14.400 m | 8.50000 122.40| 13.00000 187.20| 7.79000 112.18 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0310 808-06713 17723.900 m | 0.13000 2304.11| 0.14000 2481.35| 0.21000 3722.02 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0311 808-06714 13178.100 m | 0.13000 1713.15| 0.14000 1844.93| 0.21000 2767.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0312 808-06716 14786.000 m | 0.95000 14046.70| 0.84000 12420.24| 1.19000 17595.34 LINE, REMOVE | | | 0313 808-75051 922.100 m | 3.25000 2996.83| 3.30000 3042.93| 3.53000 3255.01 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0314 808-75053 2626.900 m | 6.25000 16418.13| 6.90000 18125.61| 7.07000 18572.18 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0315 808-75054 318.800 m | 3.25000 1036.10| 3.30000 1052.04| 3.53000 1125.36 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0316 808-75059 409.000 m | 3.25000 1329.25| 3.30000 1349.70| 3.64000 1488.76 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0317 808-75061 3866.800 m | 4.10000 15853.88| 4.20000 16240.56| 4.54000 17555.27 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0318 808-75067 92.900 m | 22.00000 2043.80| 22.00000 2043.80| 21.20000 1969.48 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0319 808-75071 2.000 EACH| 150.00000 300.00| 120.00000 240.00| 155.86000 311.72 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0320 808-75245 1187.800 m | 0.72000 855.22| 0.83000 985.87| 0.99000 1175.92 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0321 808-75260 23.900 m | 4.50000 107.55| 8.10000 193.59| 2.96000 70.74 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0322 808-75272 40.700 m | 8.50000 345.95| 13.00000 529.10| 7.79000 317.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0323 808-75278 10.800 m | 4.50000 48.60| 8.10000 87.48| 2.96000 31.97 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0324 808-75297 80.600 m | 8.50000 685.10| 13.00000 1047.80| 7.79000 627.87 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0325 808-75320 18.000 EACH| 50.00000 900.00| 58.00000 1044.00| 48.84000 879.12 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0326 808-75325 14.000 EACH| 60.00000 840.00| 79.00000 1106.00| 64.42000 901.88 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0327 808-75326 178.200 m | 12.00000 2138.40| 13.00000 2316.60| 10.60000 1888.92 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 300 mm | | | 0328 808-75510 133.300 m | 22.00000 2932.60| 22.00000 2932.60| 21.20000 2825.96 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0329 808-75998 1392.000 EACH| 24.60000 34243.20| 24.00000 33408.00| 25.56000 35579.52 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0331 808-92027 130.500 m | 4.50000 587.25| 3.30000 430.65| 1.87000 244.04 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0332 808-95638 534.400 m2 | 5.50000 2939.20| 2.10000 1122.24| 1.71000 913.82 CENTER CURB PAINTING | | | 0333 808-95933 868.300 m | 1.65000 1432.70| 0.63000 547.03| 1.71000 1484.79 CURB PAINTING, YELLOW | | | 0334 501-06665 33184.600 m2 | 32.58000 1081154.27| 37.00000 1227830.20| 35.50000 1178053.30 QC/QA PCCP, 350 mm FOR SHOULDER | | | 0335 501-06664 20794.500 m2 | 32.50000 675821.25| 34.00000 707013.00| 35.50000 738204.75 QC/QA PCCP, 300 mm FOR SHOULDER | | | 0336 602-06032 636.400 m | 123.10000 78340.84| 130.00000 82732.00| 185.81000 118249.48 BARRIER, MEDIAN, CONCRETE | | | 0337 402-05490 702.000 Mg | 50.00000 35100.00| 53.00000 37206.00| 50.00000 35100.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0338 805-90648 LUMP| 3000.00000 3000.00| 3200.00000 3200.00| 2121.80000 2121.80 EQUIPMENT, TEST AND MONITOR | | | 0339 202-03000 LUMP| 18000.00000 18000.00| 9400.00000 9400.00| 17634.28000 17634.28 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0340 202-03000 LUMP| 31000.00000 31000.00| 9400.00000 9400.00| 30174.12000 30174.12 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0341 202-95080 388.000 m | 15.16000 5882.08| 17.00000 6596.00| 16.91000 6561.08 TEMPORARY CONCRETE BARRIER, REMOVE | | | 0342 808-06618 6.800 m | 10.00000 68.00| 3.30000 22.44| 3.64000 24.75 LINE, PREFORMED PLASTIC, DOTTED, WHITE, | | | 100 mm, 600 mm LINE, 2400 mm GAP | | | 0343 215-06458 7000.000 m3 | 7.72000 54040.00| 8.40000 58800.00| 7.75000 54250.00 SUBGRADE, MODIFIED | | | 0344 305-06569 510.000 m | 7.38000 3763.80| 12.00000 6120.00| 15.14000 7721.40 SAWING AND SEALING TRANSVERSE JOINTS | | | 0346 615-01682 LUMP| 35307.29000 35307.29| 27000.00000 27000.00| 23679.29000 23679.29 WEIGH IN MOTION DATA COLLECTION SYSTEM | | | 0347 621-04258 102.000 kg | 460.00000 46920.00| 480.00000 48960.00| 488.01000 49777.02 SEED MIXTURE , WL | | | 0348 621-04258 240.900 kg | 80.00000 19272.00| 84.00000 20235.60| 84.87000 20445.18 SEED MIXTURE , BG | | | 0349 621-04258 445.600 kg | 220.00000 98032.00| 230.00000 102488.00| 233.40000 104003.04 SEED MIXTURE , PS | | | 0350 621-06565 95.000 Mg | 440.00000 41800.00| 460.00000 43700.00| 466.80000 44346.00 MULCHING MATERIAL , STRAW | | | 0351 621-98038 153.000 m3 | 94.00000 14382.00| 99.00000 15147.00| 99.72000 15257.16 MULCH, HARDWOOD SHREDDED BARK | | | 0352 622-91786 10767.000 EACH| 3.25000 34992.75| 3.40000 36607.80| 3.45000 37146.15 SEEDLING | | | 0354 715-05051 100.000 m | 82.00000 8200.00| 9.40000 940.00| 11.13000 1113.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0355 718-06528 102.000 EACH| 600.00000 61200.00| 510.00000 52020.00| 318.27000 32463.54 OUTLET PROTECTOR, 1 | | | 0356 718-06532 3000.000 m | 2.35000 7050.00| 3.70000 11100.00| 2.79000 8370.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0357 718-99153 5500.000 m2 | 1.40000 7700.00| 1.10000 6050.00| 1.59000 8745.00 GEOTEXTILES FOR UNDERDRAIN | | | 0358 801-97643 1684.000 m | 14.00000 23576.00| 14.00000 23576.00| 15.59000 26253.56 TEMPORARY BUZZ STRIPS | | | 0359 808-75994 216.000 EACH| 13.50000 2916.00| 12.00000 2592.00| 14.03000 3030.48 PRISMATIC REFLECTOR | | | 0360 808-75996 1312.000 EACH| 3.00000 3936.00| 2.90000 3804.80| 5.46000 7163.52 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0361 202-91840 1500.000 m | 19.10000 28650.00| 4.30000 6450.00| 4.35000 6525.00 FENCE, CHAIN LINK, REMOVE | | | 0362 202-94793 80.000 m | 34.85000 2788.00| 86.00000 6880.00| 60.84000 4867.20 BARRIER, MEDIAN, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-1917625 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0363 303-04853 60000.000 Mg | 10.64000 638400.00| 12.00000 720000.00| 7.95000 477000.00 COMPACTED AGGREGATE , RECYCLED | | | 0364 501-06697 1612.512 m2 | 64.50000 104007.02| 55.00000 88688.16| 80.00000 129000.96 QC/QA PCCP, REINFORCED, 300 mm FOR | | | SHOULDER | | | 0365 501-06698 171.600 m2 | 66.45000 11402.82| 78.00000 13384.80| 90.00000 15444.00 QC/QA PCCP, REINFORCED, 350 mm FOR | | | SHOULDER | | | 0366 621-01004 3.000 EACH| 650.00000 1950.00| 680.00000 2040.00| 689.59000 2068.77 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0367 711-51877 LUMP| 12304.00000 12304.00| 45000.00000 45000.00| 19874.31000 19874.31 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 4 | | | 0368 711-51877 LUMP| 25547.04000 25547.04| 45000.00000 45000.00| 45310.01000 45310.01 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 5 | | | 0369 202-03000 LUMP| 1000.00000 1000.00| 5900.00000 5900.00| 6057.53000 6057.53 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3SA | | | 0371 202-03000 LUMP| 2700.00000 2700.00| 13000.00000 13000.00| 2800.78000 2800.78 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0372 202-03000 LUMP| 10500.00000 10500.00| 3200.00000 3200.00| 10211.16000 10211.16 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0374 726-99095 40.000 EACH| 584.74000 23389.60| 500.00000 20000.00| 519.80000 20792.00 BEARING ASSEMBLY, ELASTOMERIC, I , STR. | | | NO. 5 | | | 0375 715-05422 366.100 m | 162.00000 59308.20| 210.00000 76881.00| 261.04000 95566.74 PIPE, SLOTTED DRAIN, 300 mm | | | 0376 720-44296 2.000 EACH| 250.00000 500.00| 350.00000 700.00| 332.59000 665.18 CAP INLET | | | 0377 720-45510 3.000 EACH| 2820.00000 8460.00| 2600.00000 7800.00| 2601.76000 7805.28 MANHOLE, C4, MODIFIED | | | SECTION TOTALS | $ 30,153,010.07| $ 31,320,623.94| $ 31,347,641.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 30,153,010.07| $ 31,320,623.94| $ 31,347,641.15 ==================================================================================================================================== PEAK 140 152 80 NON-PEAK 150 164 88 CONTRACT DAYS 185 185 160 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT AND WIDENING | | | 0001 105-01925 24.000 MOS | 1812.50000 43500.00| 1500.00000 36000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06657 48.000 MOS | 250.00000 12000.00| 300.00000 14400.00| PHONE, CELLULAR | | | 0003 105-06845 LUMP| 1230000.00000 1230000.00| 300000.00000 300000.00| CONSTRUCTION ENGINEERING | | | 0006 108-01614 LUMP| 6500.00000 6500.00| 10000.00000 10000.00| PARTNERING OVERHEAD | | | 0007 110-01001 LUMP| 1500000.00000 1500000.00| 1600000.00000 1600000.00| MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP| 300000.00000 300000.00| 320000.00000 320000.00| CLEARING RIGHT OF WAY | | | 0014 202-02240 89654.000 m2 | 5.00000 448270.00| 5.75000 515510.50| PAVEMENT, REMOVE | | | 0015 202-02241 3930.100 m | 6.60000 25938.66| 6.90000 27117.69| GUARDRAIL, REMOVE | | | 0016 202-02277 492.300 m | 6.38000 3140.87| 16.00000 7876.80| GUTTER, LIP, REMOVE | | | 0017 202-02278 1626.800 m | 4.34000 7060.31| 16.00000 26028.80| CURB, CONCRETE, REMOVE | | | 0018 202-03783 19.000 EACH| 220.00000 4180.00| 290.00000 5510.00| SIGN, PANEL, REMOVE | | | 0019 202-51328 LUMP| 125000.00000 125000.00| 80000.00000 80000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0020 202-51328 LUMP| 125000.00000 125000.00| 75000.00000 75000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0021 202-51328 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0022 202-51330 LUMP| 175000.00000 175000.00| 50000.00000 50000.00| PRESENT STRUCTURE, REMOVE STR. NO. 7 | | | 0023 202-51368 945.000 m2 | 25.00000 23625.00| 7.00000 6615.00| SLOPEWALL, REMOVE | | | 0024 202-60815 209.800 m | 32.44000 6805.91| 25.00000 5245.00| CENTER CURB, REMOVE | | | 0025 202-60820 19391.600 m2 | 1.33000 25790.83| 2.30000 44600.68| SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0026 202-74050 3.000 EACH| 340.00000 1020.00| 290.00000 870.00| SIGN, OVERHEAD, REMOVE | | | 0027 202-74055 7.000 EACH| 1420.00000 9940.00| 2770.00000 19390.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0028 202-74085 1.000 EACH| 410.00000 410.00| 1490.00000 1490.00| OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0029 202-74095 8.000 EACH| 350.00000 2800.00| 290.00000 2320.00| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0030 202-78515 LUMP| 2135.00000 2135.00| 3530.00000 3530.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0031 202-92607 67.000 EACH| 7.80000 522.60| 290.00000 19430.00| SIGN POST, CHANNEL, REMOVE | | | 0032 202-93763 47.000 EACH| 323.10000 15185.70| 425.00000 19975.00| LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0033 202-93974 5.000 EACH| 480.00000 2400.00| 1490.00000 7450.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0034 202-95579 3.000 EACH| 120.00000 360.00| 235.00000 705.00| SERVICE POINT, REMOVE | | | 0035 202-96070 4.000 EACH| 910.00000 3640.00| 2775.00000 11100.00| HIGH MAST TOWER, REMOVE | | | 0036 202-96151 LUMP| 1500.00000 1500.00| 3350.00000 3350.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0037 202-99187 3000.000 m | 3.60000 10800.00| 5.25000 15750.00| FENCE, FARM FIELD, REMOVE | | | 0038 203-02000 377216.000 m3 | 9.00000 3394944.00| 8.50000 3206336.00| EXCAVATION, COMMON | | | 0039 205-02224 1112.800 m | 4.92000 5474.98| 5.15000 5730.92| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0040 205-02231 6156.500 m | 11.67000 71846.36| 36.00000 221634.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0041 205-02233 675.000 m3 | 15.72000 10611.00| 18.75000 12656.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0042 205-02234 32.000 EACH| 55.00000 1760.00| 57.00000 1824.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 205-02237 4.000 EACH| 55.00000 220.00| 57.00000 228.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0044 206-51230 1177.300 m3 | 24.45000 28784.99| 100.00000 117730.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0046 211-02050 2707.000 m3 | 16.75000 45342.25| 26.00000 70382.00| B BORROW | | | 0047 211-02060 51782.900 m3 | 10.05000 520418.15| 22.40000 1159936.96| B BORROW FOR STRUCTURE BACKFILL | | | 0048 211-06467 355.000 m3 | 26.63000 9453.65| 45.00000 15975.00| AGGREGATE FOR END BENT BACKFILL | | | 0049 303-52308 78855.000 Mg | 0.10000 7885.50| 14.50000 1143397.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0051 304-06464 30039.400 m3 | 36.00000 1081418.40| 41.65000 1251141.01| SUBBASE FOR PCCP | | | 0053 305-05206 1576.000 Mg | 58.00000 91408.00| 60.00000 94560.00| WIDENING WITH HMA | | | 0054 401-05437 8006.000 Mg | 40.00000 320240.00| 37.00000 296222.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0055 401-05455 1919.000 Mg | 38.00000 72922.00| 38.00000 72922.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0056 401-05456 2182.000 Mg | 44.00000 96008.00| 58.00000 126556.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0057 401-06264 LUMP| 9750.01000 9750.01| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0060 402-05481 2143.100 Mg | 40.00000 85724.00| 37.00000 79294.70| HMA BASE 25.0 mm, SHOULDER | | | 0061 402-05495 38.400 Mg | 80.00000 3072.00| 65.00000 2496.00| HMA WEDGE AND LEVEL | | | 0062 405-05517 11.800 Mg | 600.00000 7080.00| 250.00000 2950.00| ASPHALT FOR PRIME COAT | | | 0063 406-05520 17.800 Mg | 500.00000 8900.00| 205.00000 3649.00| ASPHALT FOR TACK COAT | | | 0064 501-05240 21841.010 m | 19.11000 417381.70| 24.00000 524184.24| CONTRACTION JOINT, D1 | | | 0065 501-06266 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| PROFILOGRAPH, PCCP | | | 0066 501-06323 48202.300 m2 | 36.00000 1735282.80| 35.00000 1687080.50| QC/QA PCCP, 300 mm | | | 0067 501-06325 60596.000 m2 | 38.75000 2348095.00| 35.50000 2151158.00| QC/QA PCCP, 350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 503-03489 212.000 EACH| 15.00000 3180.00| 12.00000 2544.00| RETROFITTED TIE BARS | | | 0069 503-05310 212.400 m | 275.00000 58410.00| 375.00000 79650.00| TERMINAL JOINT | | | 0070 506-06333 1100.000 m2 | 110.00000 121000.00| 130.00000 143000.00| PCCP PATCHING, FULL DEPTH | | | 0071 601-01522 6.000 EACH| 1175.00000 7050.00| 1240.00000 7440.00| GUARDRAIL TRANSITION TYPE TGB | | | 0072 601-02621 9.525 m | 60.03000 571.79| 62.00000 590.55| GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED | | | 0073 601-04746 2.000 EACH| 5900.00000 11800.00| 6200.00000 12400.00| ENERGY ABSORBING TERMINAL, CZ | | | 0074 601-04756 1.000 EACH| 8900.00000 8900.00| 9300.00000 9300.00| ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0075 601-06037 2.000 EACH| 575.00000 1150.00| 600.00000 1200.00| GUARDRAIL END TREATMENT, I | | | 0076 601-06242 2.000 EACH| 15000.00000 30000.00| 15500.00000 31000.00| IMPACT ATTENUATOR, R2, W1, TL-2, 70 km/h| | | 0077 601-06246 4.000 EACH| 30500.00000 122000.00| 32000.00000 128000.00| IMPACT ATTENUATOR, R2, W1, TL-3, 110 | | | km/h | | | 0078 601-06424 1.000 EACH| 6000.00000 6000.00| 6300.00000 6300.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, 70 km/h | | | 0079 601-06454 1.000 EACH| 11500.00000 11500.00| 12000.00000 12000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, 110 km/h | | | 0080 601-06584 1.000 EACH| 26000.00000 26000.00| 27500.00000 27500.00| IMPACT ATTENUATOR, ELITE | | | 0081 601-94689 17.000 EACH| 3175.00000 53975.00| 3300.00000 56100.00| GUARDRAIL END TREATMENT, OS | | | 0082 601-97774 12.000 EACH| 2175.00000 26100.00| 2250.00000 27000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0083 601-99105 1593.275 m | 33.49000 53358.78| 35.00000 55764.63| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0084 601-99106 83.820 m | 65.00000 5448.30| 68.00000 5699.76| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0085 601-99123 2.000 EACH| 1975.00000 3950.00| 2050.00000 4100.00| GUARDRAIL TRANSITION, GP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 601-99132 2.000 EACH| 175.00000 350.00| 185.00000 370.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0087 602-01598 2411.000 m | 100.00000 241100.00| 190.00000 458090.00| BARRIER, MEDIAN, CONCRETE, 1170 mm | | | 0088 602-06639 567.000 m | 120.00000 68040.00| 100.00000 56700.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0089 602-06646 5814.000 m | 60.00000 348840.00| 75.00000 436050.00| TEMPORARY CONCRETE BARRIER | | | 0090 602-06729 305.000 EACH| 6.75000 2058.75| 7.00000 2135.00| BARRIER DELINEATOR | | | 0091 602-95580 133.000 m | 96.69000 12859.77| 100.00000 13300.00| TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0092 603-04160 1.000 EACH| 1500.00000 1500.00| 1575.00000 1575.00| FENCE GATE, CHAIN LINK, 1220 mm X 9.8 m | | | 0093 603-06040 2608.200 m | 11.85000 30907.17| 12.00000 31298.40| FENCE, FARM FIELD, 1190 mm | | | 0094 603-06045 3140.800 m | 24.25000 76164.40| 25.00000 78520.00| FENCE, CHAIN LINK, 1220 mm | | | 0095 603-92636 1869.100 m | 33.60000 62801.76| 35.00000 65418.50| FENCE, CHAIN LINK, 1830 mm | | | 0096 605-06090 107.100 m | 28.92000 3097.33| 33.50000 3587.85| CURB, INTEGRAL, CONCRETE | | | 0097 605-06120 775.000 m | 51.43000 39858.25| 47.00000 36425.00| CURB, CONCRETE | | | 0098 605-06255 533.900 m2 | 78.62000 41975.22| 90.00000 48051.00| CENTER CURB, D, CONCRETE | | | 0099 605-94082 1.000 EACH| 700.00000 700.00| 935.00000 935.00| CURB TURNOUT, CONCRETE | | | 0100 610-05527 437.000 Mg | 125.00000 54625.00| 67.00000 29279.00| HMA FOR APPROACHES | | | 0101 610-06259 615.300 m2 | 56.29000 34635.24| 65.00000 39994.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0102 610-06262 1831.900 m2 | 62.53000 114548.71| 65.00000 119073.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0103 611-06497 6.000 EACH| 125.00000 750.00| 130.00000 780.00| MAILBOX ASSEMBLY, SINGLE | | | 0104 611-06498 1.000 EACH| 175.00000 175.00| 180.00000 180.00| MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 611-52817 1.000 EACH| 24239.48000 24239.48| 17900.00000 17900.00| TEMPORARY CROSSOVER, B | | | 0106 615-06490 48.000 EACH| 100.00000 4800.00| 105.00000 5040.00| RIGHT OF WAY MARKER | | | 0107 615-06505 17.000 EACH| 325.00000 5525.00| 340.00000 5780.00| MONUMENT, B | | | 0108 615-06510 28.000 EACH| 225.00000 6300.00| 230.00000 6440.00| MONUMENT, C | | | 0109 615-06515 65.000 EACH| 100.00000 6500.00| 105.00000 6825.00| MONUMENT, D | | | 0110 616-02320 4603.700 m2 | 1.29000 5938.77| 1.65000 7596.11| GEOTEXTILES | | | 0111 616-05689 27.200 Mg | 50.00000 1360.00| 30.00000 816.00| RIPRAP, CLASS 2 | | | 0112 616-06405 2539.300 Mg | 26.00000 66021.80| 25.00000 63482.50| RIPRAP, REVETMENT | | | 0113 616-51367 2919.000 m2 | 46.80000 136609.20| 40.00000 116760.00| SLOPEWALL, CONCRETE, 100 mm | | | 0114 621-06545 12.900 Mg | 572.00000 7378.80| 600.00000 7740.00| FERTILIZER | | | 0115 621-06554 3998.900 kg | 8.60000 34390.54| 9.00000 35990.10| SEED MIXTURE, U | | | 0116 621-06565 100.000 Mg | 440.00000 44000.00| 460.00000 46000.00| MULCHING MATERIAL | | | 0117 621-06567 265.000 kL | 1.00000 265.00| 1.05000 278.25| WATER | | | 0118 621-06574 2694.000 m2 | 2.95000 7947.30| 3.00000 8082.00| SODDING | | | 0119 621-06575 12970.000 m2 | 2.95000 38261.50| 3.10000 40207.00| SODDING, NURSERY | | | 0120 622-05624 114.000 EACH| 188.00000 21432.00| 200.00000 22800.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 900 TO 1200 mm | | | 0121 622-05640 1732.000 EACH| 63.00000 109116.00| 65.00000 112580.00| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0122 622-05643 24.000 EACH| 110.00000 2640.00| 115.00000 2760.00| PLANT, DECIDUOUS TREE, MULTI-STEM, 1200 | | | mm OR UNDER | | | 0123 622-05648 64.000 EACH| 160.00000 10240.00| 165.00000 10560.00| PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 622-05649 167.000 EACH| 357.00000 59619.00| 375.00000 62625.00| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0125 622-52436 12.000 EACH| 25.00000 300.00| 26.00000 312.00| SIGN, DO NOT MOW OR SPRAY | | | 0126 701-01849 2556.000 m | 92.16000 235560.96| 100.00000 255600.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0127 701-51195 710.000 m | 75.74000 53775.40| 95.00000 67450.00| PILE, STEEL H, HP 310 X 79 | | | 0128 701-91792 64.000 EACH| 50.95000 3260.80| 180.00000 11520.00| PILE TIP, STEEL H | | | 0129 701-93633 58.600 m | 209.73000 12290.18| 225.00000 13185.00| OVERSIZED PREDRILLED PILE HOLES | | | 0130 701-98647 498.000 m | 121.72000 60616.56| 90.00000 44820.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0131 702-04325 LUMP| 125000.00000 125000.00| 120000.00000 120000.00| TEMPORARY SHORING , STR. NO. 1 | | | 0132 702-51005 740.700 m3 | 480.00000 355536.00| 550.00000 407385.00| CONCRETE, A, SUBSTRUCTURE | | | 0133 702-51015 364.100 m3 | 300.00000 109230.00| 315.00000 114691.50| CONCRETE, B, FOOTINGS | | | 0134 702-51100 55.000 kg | 45.00000 2475.00| 5.90000 324.50| DRAIN PIPE, CAST IRON, 150 mm | | | 0135 702-51110 87.000 kg | 6.00000 522.00| 5.50000 478.50| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0136 702-51863 534.000 EACH| 7.50000 4005.00| 12.00000 6408.00| FIELD DRILLED HOLE IN CONCRETE | | | 0137 702-90915 197.300 m3 | 800.00000 157840.00| 375.00000 73987.50| CONCRETE, A | | | 0138 702-92857 103.500 m3 | 400.00000 41400.00| 525.00000 54337.50| CONCRETE, C, SUBSTRUCTURE | | | 0140 702-93722 471.500 m3 | 600.00000 282900.00| 525.00000 247537.50| CONCRETE, C MODIFIED, TYPE 1 | | | 0141 702-93722 200.400 m3 | 600.00000 120240.00| 425.00000 85170.00| CONCRETE, C MODIFIED, TYPE 2 | | | 0143 703-03622 1311.000 EACH| 14.50000 19009.50| 14.00000 18354.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0144 703-06028 34389.000 kg | 1.00000 34389.00| 1.40000 48144.60| REINFORCING BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 703-06029 623135.000 kg | 1.10000 685448.50| 1.25000 778918.75| REINFORCING BARS, EPOXY COATED | | | 0148 703-97936 1316.000 EACH| 14.50000 19082.00| 12.75000 16779.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0149 704-51002 1999.500 m3 | 600.00000 1199700.00| 425.00000 849787.50| CONCRETE, C, SUPERSTRUCTURE | | | 0150 706-05732 3.000 EACH| 1200.00000 3600.00| 1500.00000 4500.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0151 706-05734 6.000 EACH| 1800.00000 10800.00| 1500.00000 9000.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0152 706-51020 387.200 m3 | 450.00000 174240.00| 450.00000 174240.00| CONCRETE, C, RAILING | | | 0154 707-01065 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| POST-TENSIONING , STR. NO. 1 | | | 0155 707-05989 502.600 m | 750.00000 376950.00| 700.00000 351820.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1829 mm X 1220 mm | | | 0156 709-51821 LUMP| 8940.00000 8940.00| 12000.00000 12000.00| SURFACE SEAL , STR. NO. 1 | | | 0157 709-51821 LUMP| 12673.00000 12673.00| 23000.00000 23000.00| SURFACE SEAL , STR. NO. 2 | | | 0158 709-51821 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| SURFACE SEAL , STR. NO. 3 | | | 0159 709-51821 LUMP| 10693.00000 10693.00| 13500.00000 13500.00| SURFACE SEAL , STR. NO. 4 | | | 0160 709-51821 LUMP| 9708.00000 9708.00| 12000.00000 12000.00| SURFACE SEAL , STR. NO. 5 | | | 0161 709-51821 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| SURFACE SEAL , STR. NO. 6 | | | 0162 710-51864 1156.000 EACH| 13.00000 15028.00| 13.75000 15895.00| FIELD DRILLED HOLE | | | 0163 711-51038 LUMP| 1500000.00000 1500000.00| 1478000.00000 1478000.00| STRUCTURAL STEEL , STR. NO. 2 | | | 0164 711-51038 LUMP| 250000.00000 250000.00| 325000.00000 325000.00| STRUCTURAL STEEL , STR. NO. 4 | | | 0165 711-51038 LUMP| 100000.00000 100000.00| 135000.00000 135000.00| STRUCTURAL STEEL , STR. NO. 5 | | | 0166 711-51070 196.000 EACH| 35.76000 7008.96| 85.00000 16660.00| ANCHOR PLATE, AP 1 | | | 0167 711-51080 6.000 EACH| 38.20000 229.20| 110.00000 660.00| ANCHOR PLATE, AP3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0168 714-03437 133.800 m2 | 400.24000 53552.11| 400.00000 53520.00| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0169 714-04733 65.830 m | 7700.00000 506891.00| 7500.00000 493725.00| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, | | | 0170 715-05019 49.800 m | 145.62000 7251.88| 165.00000 8217.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0171 715-05048 11017.000 m | 9.80000 107966.60| 6.85000 75466.45| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0172 715-05049 3109.000 m | 10.72000 33328.48| 7.60000 23628.40| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0173 715-05053 1273.800 m | 30.35000 38659.83| 27.00000 34392.60| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0174 715-05121 79.000 m | 81.26000 6419.54| 70.00000 5530.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0175 715-05123 153.900 m | 98.02000 15085.28| 150.00000 23085.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0176 715-05125 126.400 m | 122.10000 15433.44| 135.00000 17064.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0177 715-05149 1569.400 m | 60.00000 94164.00| 65.00000 102011.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0178 715-05168 12.700 m | 92.54000 1175.26| 65.00000 825.50| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0179 715-05169 47.000 m | 92.54000 4349.38| 80.00000 3760.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0180 715-05173 28.000 m | 102.12000 2859.36| 155.00000 4340.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0181 715-05175 15.000 m | 170.00000 2550.00| 140.00000 2100.00| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0182 715-05232 20.500 m | 138.48000 2838.84| 210.00000 4305.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0183 715-05241 55.200 m | 289.57000 15984.26| 365.00000 20148.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0184 715-05265 96.000 m | 481.45000 46219.20| 990.00000 95040.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 2.98 | | | m2 | | | 0185 715-05407 267.000 m | 13.99000 3735.33| 26.00000 6942.00| PIPE, END BENT DRAIN, 150 mm | | | 0186 715-44240 63.200 m3 | 770.00000 48664.00| 625.00000 39500.00| CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 715-46000 58.000 EACH| 193.63000 11230.54| 240.00000 13920.00| PIPE END SECTION, 300 mm | | | 0188 715-46005 10.000 EACH| 210.03000 2100.30| 270.00000 2700.00| PIPE END SECTION, 375 mm | | | 0189 715-46010 4.000 EACH| 240.82000 963.28| 300.00000 1200.00| PIPE END SECTION, 450 mm | | | 0190 715-46020 16.000 EACH| 270.83000 4333.28| 385.00000 6160.00| PIPE END SECTION, 600 mm | | | 0191 715-46030 12.000 EACH| 445.83000 5349.96| 490.00000 5880.00| PIPE END SECTION, 750 mm | | | 0192 715-46040 2.000 EACH| 570.82000 1141.64| 660.00000 1320.00| PIPE END SECTION, 900 mm | | | 0193 715-46065 2.000 EACH| 566.65000 1133.30| 370.00000 740.00| PIPE END SECTION, MIN. AREA .27 m2 | | | 0195 716-96215 53.000 m | 660.49000 35005.97| 685.00000 36305.00| PIPE, JACKED, 375 mm | | | 0198 718-52610 2960.700 m3 | 26.75000 79198.73| 36.00000 106585.20| AGGREGATE FOR UNDERDRAINS | | | 0199 720-44015 1.000 EACH| 668.25000 668.25| 660.00000 660.00| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0200 720-45010 1.000 EACH| 1400.43000 1400.43| 1200.00000 1200.00| INLET, A3 | | | 0201 720-45025 1.000 EACH| 1593.43000 1593.43| 1200.00000 1200.00| INLET, D6 | | | 0202 720-45041 19.000 EACH| 3011.21000 57212.99| 2370.00000 45030.00| INLET, H5 | | | 0203 720-45045 2.000 EACH| 1485.45000 2970.90| 1600.00000 3200.00| INLET, J10 | | | 0204 720-45070 2.000 EACH| 1704.45000 3408.90| 2100.00000 4200.00| INLET, P12A | | | 0205 720-45075 3.000 EACH| 2954.64000 8863.92| 2500.00000 7500.00| INLET, R13 | | | 0206 720-94906 31.000 EACH| 1808.07000 56050.17| 1800.00000 55800.00| INLET, X5 | | | 0207 724-51925 41.400 m | 256.43000 10616.20| 400.00000 16560.00| STRUCTURAL EXPANSION JOINT, SS | | | 0208 726-58789 10.000 EACH| 1744.81000 17448.10| 2800.00000 28000.00| BEARING ASSEMBLY, ELASTOMERIC, II , STR.| | | NO. 2 | | | 0209 726-99095 10.000 EACH| 970.84000 9708.40| 1700.00000 17000.00| BEARING ASSEMBLY, ELASTOMERIC, I , STR. | | | NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 728-98377 LUMP| 7073.00000 7073.00| 7000.00000 7000.00| MASONRY COATING , STR. NO. 1 | | | 0211 728-98377 LUMP| 12345.00000 12345.00| 12500.00000 12500.00| MASONRY COATING , STR. NO. 2 | | | 0212 728-98377 LUMP| 5034.00000 5034.00| 5000.00000 5000.00| MASONRY COATING , STR. NO. 4 | | | 0213 731-06223 523.000 m2 | 600.00000 313800.00| 500.00000 261500.00| SOIL NAILED WALL | | | 0214 731-93945 5890.000 m2 | 140.00000 824600.00| 120.00000 706800.00| FACE PANELS, CONCRETE | | | 0215 731-93946 5890.000 m2 | 50.00000 294500.00| 72.10000 424669.00| WALL ERECTION | | | 0216 731-93947 567.300 m | 30.00000 17019.00| 55.00000 31201.50| LEVELING PAD, CONCRETE | | | 0217 801-01093 2.000 EACH| 900.00000 1800.00| 950.00000 1900.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0218 801-04308 10.000 EACH| 310.00000 3100.00| 325.00000 3250.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0219 801-06198 380.000 DAY | 10.00000 3800.00| 340.00000 129200.00| PATROLLER | | | 0220 801-06203 3183.100 m | 0.32000 1018.59| 0.35000 1114.09| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0221 801-06207 44092.400 m | 2.88000 126986.11| 3.00000 132277.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0222 801-06216 3.600 m | 3.28000 11.81| 3.45000 12.42| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0223 801-06218 8.600 m | 20.00000 172.00| 21.00000 180.60| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0224 801-06469 2568.000 m | 5.90000 15151.20| 6.20000 15921.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0225 801-06606 58.000 EACH| 80.00000 4640.00| 85.00000 4930.00| BARRICADE, IIIB | | | 0226 801-06625 44.000 EACH| 115.00000 5060.00| 120.00000 5280.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0227 801-06640 94.000 EACH| 85.00000 7990.00| 90.00000 8460.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0228 801-06645 48.000 EACH| 40.00000 1920.00| 45.00000 2160.00| CONSTRUCTION SIGN, B | | | 0229 801-06710 1620.000 DAY | 14.00000 22680.00| 14.75000 23895.00| FLASHING ARROW SIGN | | | 0230 801-06775 LUMP| 685902.00000 685902.00| 375000.00000 375000.00| MAINTAINING TRAFFIC | | | 0231 801-09133 2.000 EACH| 7900.00000 15800.00| 9000.00000 18000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0232 802-02293 228.100 m3 | 410.00000 93521.00| 665.00000 151686.50| CONCRETE, SIGN FOUNDATION | | | 0233 802-02475 3.000 EACH| 760.00000 2280.00| 625.00000 1875.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0234 802-02475 1.000 EACH| 2180.00000 2180.00| 875.00000 875.00| SIGN, PANEL, REMOVE AND RELOCATE (ON | | | TEMPORARY WOOD POSTS) | | | 0235 802-04893 11.000 EACH| 48.00000 528.00| 210.00000 2310.00| REFERENCE POST | | | 0236 802-05701 58.735 m | 19.70000 1157.08| 30.00000 1762.05| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0237 802-05702 322.160 m | 14.40000 4639.10| 25.00000 8054.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0238 802-76015 417.619 m2 | 160.00000 66819.04| 200.00000 83523.80| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0239 802-76025 2.632 m2 | 149.88000 394.48| 250.00000 658.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0240 802-76035 53.049 m2 | 155.00000 8222.60| 150.00000 7957.35| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0241 802-76045 138.170 m2 | 140.00000 19343.80| 175.00000 24179.75| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0242 802-76095 3572.660 kg | 3.20000 11432.51| 3.65000 13040.21| STRUCTURAL STEEL, BREAKAWAY | | | 0243 802-96800 16062.000 EACH| 1.54000 24735.48| 1.65000 26502.30| SHEAR STUD CONNECTOR | | | 0244 803-02310 6963.700 kg | 1.90000 13231.03| 1.65000 11490.11| REINFORCING STEEL, SIGN FOUNDATION | | | 0245 803-76110 8.000 EACH| 26370.00000 210960.00| 26500.00000 212000.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0246 803-76140 6.000 EACH| 11450.00000 68700.00| 12600.00000 75600.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0247 803-76170 111.450 m | 550.00000 61297.50| 400.00000 44580.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0248 803-76175 25.800 m | 550.00000 14190.00| 480.00000 12384.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0249 803-91441 8.000 EACH| 220.00000 1760.00| 615.00000 4920.00| SIGN STRUCTURE ANCHOR BOLT | | | 0250 804-06725 118.000 EACH| 17.50000 2065.00| 15.85000 1870.30| DELINEATOR WITH POST, D1, 75 mm | | | 0251 804-06771 18.000 EACH| 25.00000 450.00| 26.00000 468.00| DELINEATOR POST, FLEXIBLE | | | 0252 805-01815 8.000 EACH| 1650.00000 13200.00| 1450.00000 11600.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0253 805-01842 17.000 EACH| 650.00000 11050.00| 520.00000 8840.00| HANDHOLE, SIGNAL | | | 0254 805-06592 1460.100 m | 33.00000 48183.30| 35.00000 51103.50| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0255 805-78106 1.000 EACH| 6900.00000 6900.00| 10000.00000 10000.00| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0256 805-78109 1.000 EACH| 6900.00000 6900.00| 9500.00000 9500.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0257 805-78205 10.000 EACH| 450.00000 4500.00| 375.00000 3750.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0258 805-78230 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0259 805-78415 6.000 EACH| 1650.00000 9900.00| 1375.00000 8250.00| SPAN, CATENARY, AND TETHER | | | 0260 805-78420 6.000 EACH| 300.00000 1800.00| 200.00000 1200.00| DISCONNECT HANGER | | | 0261 805-78445 2.000 EACH| 400.00000 800.00| 350.00000 700.00| SIGNAL SERVICE | | | 0262 805-78467 29.200 m | 5.00000 146.00| 6.60000 192.72| SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -34 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0263 805-78470 1478.000 m | 1.00000 1478.00| 2.50000 3695.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0264 805-78485 100.900 m | 3.00000 302.70| 4.00000 403.60| SIGNAL CABLE, 5C 14GA. | | | 0265 805-78490 434.900 m | 4.00000 1739.60| 3.95000 1717.86| SIGNAL CABLE, 7C 14GA. | | | 0266 805-78510 1977.400 m | 3.00000 5932.20| 2.95000 5833.33| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0267 805-78784 11.000 EACH| 150.00000 1650.00| 180.00000 1980.00| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0268 805-78785 13.000 EACH| 350.00000 4550.00| 375.00000 4875.00| SIGNAL DETECTOR HOUSING | | | 0269 805-78795 488.100 m | 33.00000 16107.30| 9.65000 4710.17| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0270 805-78925 2.000 EACH| 650.00000 1300.00| 575.00000 1150.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0271 805-81032 8.000 EACH| 3150.00000 25200.00| 2300.00000 18400.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0272 805-86810 5.000 EACH| 4200.00000 21000.00| 3475.00000 17375.00| SERVICE POINT, II | | | 0273 805-86820 4.000 EACH| 550.00000 2200.00| 600.00000 2400.00| CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0274 805-86889 260.000 m | 1.00000 260.00| 1.25000 325.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0275 805-86920 69.000 EACH| 15.00000 1035.00| 7.10000 489.90| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0276 805-86925 12.000 EACH| 35.00000 420.00| 16.50000 198.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0277 805-86930 16.000 EACH| 15.00000 240.00| 5.85000 93.60| INSULATING LINK, NOT WATERPROOFED | | | 0278 805-86935 12.000 EACH| 278.00000 3336.00| 16.00000 192.00| INSULATING LINK, WATERPROOFED | | | 0279 805-86955 29.000 EACH| 50.00000 1450.00| 155.00000 4495.00| CABLE DUCT MARKER | | | 0280 805-94295 2.000 EACH| 385.00000 770.00| 285.00000 570.00| SIGNAL HEAD, RELOCATE | | | 0281 805-96260 527.200 m | 5.60000 2952.32| 7.30000 3848.56| FIBER OPTIC CABLE, IN CONDUIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -35 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0282 805-98335 4350.000 m | 12.50000 54375.00| 13.65000 59377.50| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0283 805-98336 240.000 m | 12.50000 3000.00| 14.50000 3480.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0284 807-02109 58.000 EACH| 410.00000 23780.00| 300.00000 17400.00| LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, WITH VANDAL SHIELD, 250 | | | WATT | | | 0285 807-04309 1.000 EACH| 2800.00000 2800.00| 1850.00000 1850.00| PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0286 807-78590 3.000 EACH| 500.00000 1500.00| 290.00000 870.00| HANDHOLE | | | 0287 807-82003 3.000 EACH| 710.00000 2130.00| 785.00000 2355.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0288 807-82004 2.000 EACH| 770.00000 1540.00| 790.00000 1580.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0289 807-82005 4.000 EACH| 780.00000 3120.00| 795.00000 3180.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0290 807-82016 5.000 EACH| 410.00000 2050.00| 485.00000 2425.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0291 807-82017 1.000 EACH| 420.00000 420.00| 495.00000 495.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0292 807-82054 2.000 EACH| 2300.00000 4600.00| 1875.00000 3750.00| UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0293 807-82400 11.000 EACH| 14320.00000 157520.00| 14000.00000 154000.00| LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0294 807-84814 4.000 EACH| 1500.00000 6000.00| 1080.00000 4320.00| LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0295 807-86620 4.000 EACH| 240.00000 960.00| 205.00000 820.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0296 807-86665 66.000 EACH| 680.00000 44880.00| 495.00000 32670.00| LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -36 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0297 807-86750 8.000 EACH| 250.00000 2000.00| 350.00000 2800.00| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0298 807-86830 10.000 EACH| 4200.00000 42000.00| 5000.00000 50000.00| CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0299 807-86910 18.000 EACH| 32.00000 576.00| 30.00000 540.00| CONNECTOR KIT, UNFUSED | | | 0300 807-86915 32.000 EACH| 37.00000 1184.00| 31.00000 992.00| CONNECTOR KIT, FUSED | | | 0301 807-86950 31.000 EACH| 25.00000 775.00| 44.00000 1364.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0303 808-03178 26.000 EACH| 115.00000 2990.00| 155.00000 4030.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0304 808-03179 7.000 EACH| 150.00000 1050.00| 165.00000 1155.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0305 808-06701 523.300 m | 0.79000 413.41| 1.00000 523.30| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0306 808-06702 493.100 m | 0.99000 488.17| 1.25000 616.38| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0307 808-06703 345.100 m | 0.79000 272.63| 1.00000 345.10| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0308 808-06705 824.700 m | 3.15000 2597.81| 2.00000 1649.40| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0309 808-06706 14.400 m | 12.50000 180.00| 7.90000 113.76| LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0310 808-06713 17723.900 m | 0.43000 7621.28| 0.21000 3722.02| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0311 808-06714 13178.100 m | 0.43000 5666.58| 0.21000 2767.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0312 808-06716 14786.000 m | 0.80000 11828.80| 1.20000 17743.20| LINE, REMOVE | | | 0313 808-75051 922.100 m | 3.42000 3153.58| 3.55000 3273.46| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -37 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0314 808-75053 2626.900 m | 6.89000 18099.34| 7.15000 18782.34| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0315 808-75054 318.800 m | 3.42000 1090.30| 3.55000 1131.74| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0316 808-75059 409.000 m | 3.42000 1398.78| 3.65000 1492.85| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0317 808-75061 3866.800 m | 4.30000 16627.24| 4.60000 17787.28| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0318 808-75067 92.900 m | 21.30000 1978.77| 21.55000 2002.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0319 808-75071 2.000 EACH| 115.00000 230.00| 158.00000 316.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0320 808-75245 1187.800 m | 0.79000 938.36| 1.00000 1187.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0321 808-75260 23.900 m | 7.75000 185.23| 3.00000 71.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0322 808-75272 40.700 m | 12.50000 508.75| 7.95000 323.57| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0323 808-75278 10.800 m | 7.75000 83.70| 3.00000 32.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0324 808-75297 80.600 m | 12.00000 967.20| 7.95000 640.77| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0325 808-75320 18.000 EACH| 55.00000 990.00| 49.00000 882.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0326 808-75325 14.000 EACH| 75.00000 1050.00| 65.00000 910.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0327 808-75326 178.200 m | 12.30000 2191.86| 10.75000 1915.65| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -38 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0328 808-75510 133.300 m | 21.30000 2839.29| 21.50000 2865.95| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0329 808-75998 1392.000 EACH| 23.00000 32016.00| 26.00000 36192.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0331 808-92027 130.500 m | 3.15000 411.08| 1.90000 247.95| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0332 808-95638 534.400 m2 | 1.95000 1042.08| 1.75000 935.20| CENTER CURB PAINTING | | | 0333 808-95933 868.300 m | 0.60000 520.98| 1.75000 1519.53| CURB PAINTING, YELLOW | | | 0334 501-06665 33184.600 m2 | 38.00000 1261014.80| 38.00000 1261014.80| QC/QA PCCP, 350 mm FOR SHOULDER | | | 0335 501-06664 20794.500 m2 | 36.00000 748602.00| 36.00000 748602.00| QC/QA PCCP, 300 mm FOR SHOULDER | | | 0336 602-06032 636.400 m | 105.00000 66822.00| 165.00000 105006.00| BARRIER, MEDIAN, CONCRETE | | | 0337 402-05490 702.000 Mg | 55.00000 38610.00| 55.00000 38610.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0338 805-90648 LUMP| 2000.00000 2000.00| 3150.00000 3150.00| EQUIPMENT, TEST AND MONITOR | | | 0339 202-03000 LUMP| 4000.00000 4000.00| 7600.00000 7600.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0340 202-03000 LUMP| 30034.02000 30034.02| 7600.00000 7600.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0341 202-95080 388.000 m | 14.96000 5804.48| 20.00000 7760.00| TEMPORARY CONCRETE BARRIER, REMOVE | | | 0342 808-06618 6.800 m | 3.42000 23.26| 3.65000 24.82| LINE, PREFORMED PLASTIC, DOTTED, WHITE, | | | 100 mm, 600 mm LINE, 2400 mm GAP | | | 0343 215-06458 7000.000 m3 | 6.76000 47320.00| 8.45000 59150.00| SUBGRADE, MODIFIED | | | 0344 305-06569 510.000 m | 7.50000 3825.00| 3.80000 1938.00| SAWING AND SEALING TRANSVERSE JOINTS | | | 0346 615-01682 LUMP| 22320.00000 22320.00| 27000.00000 27000.00| WEIGH IN MOTION DATA COLLECTION SYSTEM | | | 0347 621-04258 102.000 kg | 460.00000 46920.00| 485.00000 49470.00| SEED MIXTURE , WL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -39 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0348 621-04258 240.900 kg | 80.00000 19272.00| 85.00000 20476.50| SEED MIXTURE , BG | | | 0349 621-04258 445.600 kg | 220.00000 98032.00| 230.00000 102488.00| SEED MIXTURE , PS | | | 0350 621-06565 95.000 Mg | 440.00000 41800.00| 460.00000 43700.00| MULCHING MATERIAL , STRAW | | | 0351 621-98038 153.000 m3 | 94.00000 14382.00| 98.00000 14994.00| MULCH, HARDWOOD SHREDDED BARK | | | 0352 622-91786 10767.000 EACH| 3.25000 34992.75| 3.45000 37146.15| SEEDLING | | | 0354 715-05051 100.000 m | 40.11000 4011.00| 9.50000 950.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0355 718-06528 102.000 EACH| 407.14000 41528.28| 580.00000 59160.00| OUTLET PROTECTOR, 1 | | | 0356 718-06532 3000.000 m | 4.10000 12300.00| 4.20000 12600.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0357 718-99153 5500.000 m2 | 0.81000 4455.00| 1.55000 8525.00| GEOTEXTILES FOR UNDERDRAIN | | | 0358 801-97643 1684.000 m | 15.00000 25260.00| 15.75000 26523.00| TEMPORARY BUZZ STRIPS | | | 0359 808-75994 216.000 EACH| 35.00000 7560.00| 14.25000 3078.00| PRISMATIC REFLECTOR | | | 0360 808-75996 1312.000 EACH| 6.00000 7872.00| 4.20000 5510.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0361 202-91840 1500.000 m | 4.10000 6150.00| 4.35000 6525.00| FENCE, CHAIN LINK, REMOVE | | | 0362 202-94793 80.000 m | 53.31000 4264.80| 42.00000 3360.00| BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0363 303-04853 60000.000 Mg | 15.00000 900000.00| 10.65000 639000.00| COMPACTED AGGREGATE , RECYCLED | | | 0364 501-06697 1612.512 m2 | 48.00000 77400.58| 40.00000 64500.48| QC/QA PCCP, REINFORCED, 300 mm FOR | | | SHOULDER | | | 0365 501-06698 171.600 m2 | 52.00000 8923.20| 50.00000 8580.00| QC/QA PCCP, REINFORCED, 350 mm FOR | | | SHOULDER | | | 0366 621-01004 3.000 EACH| 650.00000 1950.00| 690.00000 2070.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0367 711-51877 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 201 -40 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,170,055.50 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -24432-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0368 711-51877 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 5 | | | 0369 202-03000 LUMP| 10386.00000 10386.00| 7600.00000 7600.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3SA | | | 0371 202-03000 LUMP| 4000.00000 4000.00| 7600.00000 7600.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0372 202-03000 LUMP| 7848.01000 7848.01| 7600.00000 7600.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0374 726-99095 40.000 EACH| 970.84000 38833.60| 775.00000 31000.00| BEARING ASSEMBLY, ELASTOMERIC, I , STR. | | | NO. 5 | | | 0375 715-05422 366.100 m | 186.30000 68204.43| 220.00000 80542.00| PIPE, SLOTTED DRAIN, 300 mm | | | 0376 720-44296 2.000 EACH| 721.12000 1442.24| 440.00000 880.00| CAP INLET | | | 0377 720-45510 3.000 EACH| 3035.15000 9105.45| 1400.00000 4200.00| MANHOLE, C4, MODIFIED | | | SECTION TOTALS | $ 31,770,311.94| $ 32,573,302.62| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,770,311.94| $ 32,573,302.62| ==================================================================================================================================== PEAK 150 175 NON-PEAK 165 190 CONTRACT DAYS 145 185 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0425030 0425030 0425030 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 7,350,050.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 7,869,649.88 107.0693% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 9,089,316.72 123.6633% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 9,740,825.83 132.5273% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 18.000 MOS | 600.00000 10800.00| 1500.00000 27000.00| 1200.00000 21600.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 62659.06000 62659.06| 90000.00000 90000.00| 120000.00000 120000.00 CONSTRUCTION ENGINEERING | | | 0003 105-06845 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING , STR. NO. 3 | | | 0004 105-06845 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING , STR. NO. 4 | | | 0005 108-01614 LUMP| 7200.00000 7200.00| 15000.00000 15000.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0006 110-01001 LUMP| 216685.09000 216685.09| 393000.00000 393000.00| 450000.00000 450000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 110-01001 LUMP| 10000.00000 10000.00| 3500.00000 3500.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0008 110-01001 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 4 | | | 0009 201-52370 LUMP| 175000.00000 175000.00| 118000.00000 118000.00| 125000.00000 125000.00 CLEARING RIGHT OF WAY | | | 0010 201-52370 LUMP| 4200.00000 4200.00| 10000.00000 10000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY , STR. NO. 2 | | | 0011 201-52370 LUMP| 4200.00000 4200.00| 10000.00000 10000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 201-52370 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY , STR. NO. 4 | | | 0013 202-02240 14442.200 SYS | 3.85000 55602.47| 2.50000 36105.50| 7.00000 101095.40 PAVEMENT, REMOVE | | | 0014 202-02241 2187.000 LFT | 1.50000 3280.50| 1.50000 3280.50| 1.50000 3280.50 GUARDRAIL, REMOVE | | | 0015 202-02271 9.000 EACH| 340.00000 3060.00| 750.00000 6750.00| 900.00000 8100.00 HEADWALL, REMOVE | | | 0016 202-02272 66.000 LFT | 20.00000 1320.00| 40.00000 2640.00| 15.00000 990.00 PAVED SIDE DITCH, REMOVE | | | 0017 202-02278 3391.000 LFT | 1.70000 5764.70| 3.00000 10173.00| 3.00000 10173.00 CURB, CONCRETE, REMOVE | | | 0018 202-02928 1.000 EACH| 510.00000 510.00| 700.00000 700.00| 600.00000 600.00 CATCH BASIN, REMOVE | | | 0019 202-03000 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 14 | | | 0020 202-03000 LUMP| 3600.00000 3600.00| 15000.00000 15000.00| 14000.00000 14000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 52 | | | 0021 202-03000 LUMP| 3600.00000 3600.00| 3000.00000 3000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 6 | | | 0022 202-03000 LUMP| 3300.00000 3300.00| 1000.00000 1000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 65 | | | 0023 202-03875 47.000 EACH| 83.00000 3901.00| 200.00000 9400.00| 90.00000 4230.00 CONCRETE STEPS, REMOVE | | | 0024 202-04127 64.000 LFT | 32.00000 2048.00| 20.00000 1280.00| 26.00000 1664.00 WALL, STONE, REMOVE | | | 0025 202-51328 LUMP| 21000.00000 21000.00| 11000.00000 11000.00| 1000.00000 1000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0026 202-51330 LUMP| 10500.00000 10500.00| 10000.00000 10000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE , UNDER | | | SADDLEBARN DRIVE | | | 0027 202-51330 LUMP| 15750.00000 15750.00| 15000.00000 15000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE , UNDER U.S. | | | 50 | | | 0028 202-51330 LUMP| 31600.00000 31600.00| 20000.00000 20000.00| 26000.00000 26000.00 PRESENT STRUCTURE, REMOVE STR. NO. 1, | | | STA. 155+35 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 202-51330 LUMP| 10500.00000 10500.00| 10000.00000 10000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE STR. NO. 74, | | | STA. 216+45 | | | 0030 202-52710 1465.000 SYS | 4.80000 7032.00| 3.60000 5274.00| 6.00000 8790.00 SIDEWALK, CONCRETE, REMOVE | | | 0031 202-60820 624.000 SYS | 1.85000 1154.40| 3.00000 1872.00| 4.00000 2496.00 SURFACE MILLING, ASPHALT | | | 0032 202-60822 623.800 SYS | 1.85000 1154.03| 5.00000 3119.00| 4.00000 2495.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0033 202-62420 679.000 LFT | 4.20000 2851.80| 20.50000 13919.50| 2.00000 1358.00 BRIDGE RAILING, REMOVE | | | 0034 202-90043 6.000 EACH| 3570.00000 21420.00| 2000.00000 12000.00| 1200.00000 7200.00 WINGWALL, REMOVE | | | 0035 202-90747 282.000 LFT | 11.00000 3102.00| 26.00000 7332.00| 12.00000 3384.00 RETAINING WALL, REMOVE | | | 0036 202-91385 6.000 EACH| 345.00000 2070.00| 700.00000 4200.00| 650.00000 3900.00 INLET, REMOVE | | | 0037 202-91840 156.000 LFT | 6.30000 982.80| 5.80000 904.80| 7.00000 1092.00 FENCE, CHAIN LINK, REMOVE | | | 0038 202-93615 11.850 SYS | 66.00000 782.10| 30.00000 355.50| 130.00000 1540.50 CONCRETE, REMOVE | | | 0039 203-02000 49260.000 CYS | 7.80000 384228.00| 12.00000 591120.00| 14.00000 689640.00 EXCAVATION, COMMON | | | 0040 203-02010 10735.000 CYS | 50.00000 536750.00| 75.00000 805125.00| 45.00000 483075.00 EXCAVATION, ROCK | | | 0041 203-02020 1296.000 CYS | 33.75000 43740.00| 8.00000 10368.00| 30.00000 38880.00 EXCAVATION, UNCLASSIFIED | | | 0042 203-02070 33576.000 CYS | 9.80000 329044.80| 5.00000 167880.00| 14.00000 470064.00 BORROW | | | 0043 205-02224 765.000 LFT | 2.00000 1530.00| 4.50000 3442.50| 2.00000 1530.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0044 205-02229 1003.000 LFT | 3.80000 3811.40| 5.00000 5015.00| 4.00000 4012.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0045 205-02231 272.000 LFT | 16.00000 4352.00| 13.00000 3536.00| 12.00000 3264.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0046 205-02234 14.000 EACH| 90.00000 1260.00| 60.00000 840.00| 86.00000 1204.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 205-02236 5.000 EACH| 84.00000 420.00| 60.00000 300.00| 85.00000 425.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0048 205-02237 31.000 EACH| 63.00000 1953.00| 60.00000 1860.00| 65.00000 2015.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0050 206-51215 47.000 CYS | 94.50000 4441.50| 120.00000 5640.00| 150.00000 7050.00 EXCAVATION, X | | | 0051 206-51220 17.200 CYS | 105.00000 1806.00| 85.00000 1462.00| 40.00000 688.00 EXCAVATION, WET | | | 0052 211-02050 5728.000 CYS | 20.40000 116851.20| 14.00000 80192.00| 25.00000 143200.00 B BORROW | | | 0053 211-02060 4339.400 CYS | 27.00000 117163.80| 29.00000 125842.60| 35.00000 151879.00 B BORROW FOR STRUCTURE BACKFILL | | | 0054 213-52830 95.300 CYS | 158.00000 15057.40| 125.00000 11912.50| 95.00000 9053.50 FLOWABLE MORTAR | | | 0055 303-04075 133.000 TON | 20.00000 2660.00| 24.00000 3192.00| 27.00000 3591.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0056 303-52308 24815.000 TON | 8.50000 210927.50| 12.00000 297780.00| 18.00000 446670.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0057 304-04403 103.800 CYS | 52.50000 5449.50| 30.00000 3114.00| 35.00000 3633.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0058 305-93509 23013.000 SYS | 0.25000 5753.25| 0.50000 11506.50| 0.40000 9205.20 CEMENT CONCRETE PAVEMENT CRACKING AND | | | SEATING | | | 0059 401-05437 16412.000 TON | 35.00000 574420.00| 41.00000 672892.00| 47.00000 771364.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0060 401-05455 9825.000 TON | 37.20000 365490.00| 43.00000 422475.00| 50.00000 491250.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0061 401-05456 4022.000 TON | 50.00000 201100.00| 58.00000 233276.00| 56.00000 225232.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0062 401-05459 5248.000 TON | 35.00000 183680.00| 41.00000 215168.00| 50.00000 262400.00 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0063 401-05463 246.000 TON | 39.30000 9667.80| 45.00000 11070.00| 47.00000 11562.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0064 401-05464 1288.000 TON | 50.00000 64400.00| 59.00000 75992.00| 50.00000 64400.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0065 402-05470 557.000 TON | 33.00000 18381.00| 39.00000 21723.00| 53.00000 29521.00 HMA BASE C25.0 mm, MAINLINE | | | 0066 404-05511 17930.000 SYS | 0.60000 10758.00| 0.75000 13447.50| 1.00000 17930.00 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 405-05517 93.380 TON | 350.00000 32683.00| 360.00000 33616.80| 320.00000 29881.60 ASPHALT FOR PRIME COAT | | | 0068 406-05520 29.130 TON | 200.00000 5826.00| 225.00000 6554.25| 200.00000 5826.00 ASPHALT FOR TACK COAT | | | 0069 506-06333 471.000 SYS | 147.00000 69237.00| 95.00000 44745.00| 160.00000 75360.00 PCCP PATCHING, FULL DEPTH | | | 0070 601-01522 6.000 EACH| 1170.00000 7020.00| 1150.00000 6900.00| 1200.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0071 601-01625 2.000 EACH| 1700.00000 3400.00| 1650.00000 3300.00| 1650.00000 3300.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0072 601-01626 1.000 EACH| 1700.00000 1700.00| 1650.00000 1650.00| 1650.00000 1650.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0073 601-01846 3.000 EACH| 1700.00000 5100.00| 1650.00000 4950.00| 1650.00000 4950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0074 601-04746 11.000 EACH| 7300.00000 80300.00| 7160.00000 78760.00| 7500.00000 82500.00 ENERGY ABSORBING TERMINAL, CZ TYPE B | | | 0075 601-06037 2.000 EACH| 650.00000 1300.00| 640.00000 1280.00| 650.00000 1300.00 GUARDRAIL END TREATMENT, I | | | 0076 601-61390 5.000 EACH| 32.50000 162.50| 32.00000 160.00| 32.00000 160.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0077 601-94689 11.000 EACH| 3300.00000 36300.00| 3250.00000 35750.00| 3300.00000 36300.00 GUARDRAIL END TREATMENT, OS | | | 0078 601-97774 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0079 601-99105 4889.000 LFT | 10.00000 48890.00| 10.00000 48890.00| 10.00000 48890.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0080 602-06639 2380.000 LFT | 30.00000 71400.00| 20.00000 47600.00| 40.00000 95200.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0081 602-06729 435.000 EACH| 7.35000 3197.25| 7.20000 3132.00| 7.50000 3262.50 BARRIER DELINEATOR | | | 0082 603-98226 366.000 LFT | 22.00000 8052.00| 22.00000 8052.00| 22.00000 8052.00 FENCE, CHAIN LINK, BLACK VINYL COATED, | | | 48 IN. | | | 0083 604-06069 494.000 SYS | 33.50000 16549.00| 49.00000 24206.00| 33.00000 16302.00 CURB RAMP, CONCRETE | | | 0084 604-44251 17.800 CYS | 400.00000 7120.00| 1100.00000 19580.00| 420.00000 7476.00 STEPS, CONCRETE TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 604-91531 2934.000 SYS | 23.50000 68949.00| 27.00000 79218.00| 23.00000 67482.00 SIDEWALK, CONCRETE, 4 IN. | | | 0086 605-05523 3061.000 LFT | 4.00000 12244.00| 6.00000 18366.00| 6.50000 19896.50 CURB, HMA TEMPORARY | | | 0087 605-06120 60.000 LFT | 24.00000 1440.00| 34.00000 2040.00| 24.00000 1440.00 CURB, CONCRETE | | | 0088 605-06140 486.000 LFT | 21.00000 10206.00| 29.00000 14094.00| 21.00000 10206.00 CURB AND GUTTER, CONCRETE ,SPECIAL TYPE | | | C | | | 0089 605-06165 4765.000 LFT | 11.40000 54321.00| 13.00000 61945.00| 11.50000 54797.50 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0090 610-05527 1183.000 TON | 44.50000 52643.50| 52.00000 61516.00| 75.00000 88725.00 HMA FOR APPROACHES | | | 0091 610-06257 544.400 SYS | 57.75000 31439.10| 60.00000 32664.00| 50.00000 27220.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0092 611-05330 1639.000 SYS | 30.30000 49661.70| 37.00000 60643.00| 30.00000 49170.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0093 611-06497 11.000 EACH| 105.00000 1155.00| 105.00000 1155.00| 105.00000 1155.00 MAILBOX ASSEMBLY, SINGLE | | | 0094 611-06498 1.000 EACH| 120.00000 120.00| 120.00000 120.00| 120.00000 120.00 MAILBOX ASSEMBLY, DOUBLE | | | 0095 611-95728 86.900 SYS | 33.00000 2867.70| 45.00000 3910.50| 32.00000 2780.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0096 615-06490 129.000 EACH| 100.00000 12900.00| 100.00000 12900.00| 100.00000 12900.00 RIGHT OF WAY MARKER | | | 0097 615-06500 22.000 EACH| 360.00000 7920.00| 365.00000 8030.00| 420.00000 9240.00 MONUMENT, A | | | 0098 615-06510 7.000 EACH| 400.00000 2800.00| 415.00000 2905.00| 460.00000 3220.00 MONUMENT, C | | | 0099 615-06515 9.000 EACH| 110.00000 990.00| 295.00000 2655.00| 510.00000 4590.00 MONUMENT, D | | | 0100 615-06527 6.000 EACH| 310.00000 1860.00| 620.00000 3720.00| 305.00000 1830.00 MONUMENT, SECTION CORNER | | | 0101 616-02320 4714.000 SYS | 2.00000 9428.00| 2.15000 10135.10| 2.00000 9428.00 GEOTEXTILES | | | 0102 616-03472 56.000 TON | 28.35000 1587.60| 21.00000 1176.00| 40.00000 2240.00 RIPRAP, REVEMENT 18 IN. | | | 0103 616-05689 192.100 TON | 28.35000 5446.04| 32.00000 6147.20| 28.00000 5378.80 RIPRAP, CLASS 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 616-06405 3388.000 TON | 16.70000 56579.60| 15.00000 50820.00| 22.00000 74536.00 RIPRAP, REVETMENT | | | 0105 616-06425 79.000 SYS | 52.50000 4147.50| 41.00000 3239.00| 35.00000 2765.00 RIPRAP, GROUTED, 12 IN. | | | 0106 617-04488 7061.000 SYS | 3.90000 27537.90| 2.10000 14828.10| 2.50000 17652.50 GEOGRID, SUBGRADE | | | 0107 621-01004 6.000 EACH| 682.50000 4095.00| 675.00000 4050.00| 660.00000 3960.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0108 621-01882 5.000 LBS | 10.30000 51.50| 10.00000 50.00| 10.00000 50.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0109 621-06545 0.800 TON | 588.00000 470.40| 1000.00000 800.00| 570.00000 456.00 FERTILIZER | | | 0110 621-06553 340.000 LBS | 4.40000 1496.00| 4.35000 1479.00| 4.20000 1428.00 SEED MIXTURE, R | | | 0111 621-06565 4.110 TON | 515.00000 2116.65| 500.00000 2055.00| 490.00000 2013.90 MULCHING MATERIAL | | | 0112 621-06574 104.000 SYS | 3.20000 332.80| 3.20000 332.80| 3.20000 332.80 SODDING | | | 0113 621-06575 22696.000 SYS | 3.20000 72627.20| 3.20000 72627.20| 3.20000 72627.20 SODDING, NURSERY | | | 0114 701-51195 57.000 LFT | 84.00000 4788.00| 65.00000 3705.00| 130.00000 7410.00 PILE, STEEL H, HP 12 X 53 | | | 0115 702-51005 73.000 CYS | 525.00000 38325.00| 480.00000 35040.00| 480.00000 35040.00 CONCRETE, A, SUBSTRUCTURE | | | 0116 702-51015 17.200 CYS | 400.00000 6880.00| 400.00000 6880.00| 450.00000 7740.00 CONCRETE, B, FOOTINGS | | | 0117 702-51100 408.000 LBS | 4.20000 1713.60| 4.75000 1938.00| 6.00000 2448.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0118 702-51110 864.000 LBS | 4.20000 3628.80| 4.75000 4104.00| 5.50000 4752.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0119 702-51863 934.000 EACH| 8.40000 7845.60| 10.00000 9340.00| 13.00000 12142.00 FIELD DRILLED HOLE IN CONCRETE | | | 0120 702-90915 82.280 CYS | 367.50000 30237.90| 400.00000 32912.00| 250.00000 20570.00 CONCRETE, A | | | 0121 702-94656 94.000 CYS | 315.00000 29610.00| 275.00000 25850.00| 150.00000 14100.00 CONCRETE, B | | | 0122 703-51030 26186.000 LBS | 0.80000 20948.80| 0.60000 15711.60| 0.52000 13616.72 REINFORCING STEEL | | | 0123 703-51032 39309.000 LBS | 0.82000 32233.38| 0.70000 27516.30| 0.60000 23585.40 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 703-97703 84.000 EACH| 10.50000 882.00| 9.00000 756.00| 30.00000 2520.00 THREADED BAR SPLICE, EPOXY COATED | | | 0125 704-51002 68.600 CYS | 630.00000 43218.00| 505.00000 34643.00| 450.00000 30870.00 CONCRETE, C, SUPERSTRUCTURE | | | 0126 706-01619 4.000 EACH| 1155.00000 4620.00| 2000.00000 8000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0127 706-05732 4.000 EACH| 1155.00000 4620.00| 1600.00000 6400.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0128 706-05733 4.000 EACH| 1155.00000 4620.00| 1600.00000 6400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0129 706-51020 60.090 CYS | 367.50000 22083.08| 390.00000 23435.10| 350.00000 21031.50 CONCRETE, C, RAILING | | | 0130 707-05983 481.000 LFT | 141.75000 68181.75| 100.00000 48100.00| 75.00000 36075.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 36 IN. X 12 IN. | | | 0131 708-51813 820.000 SFT | 61.00000 50020.00| 31.00000 25420.00| 31.00000 25420.00 PNEUMATICALLY PLACED MORTAR | | | 0132 709-51821 LUMP| 3360.00000 3360.00| 200.00000 200.00| 70.00000 70.00 SURFACE SEAL , STR. NO. 2 | | | 0133 709-51821 LUMP| 2100.00000 2100.00| 3600.00000 3600.00| 1950.00000 1950.00 SURFACE SEAL , STR. NO. 3 | | | 0134 709-51821 LUMP| 78.75000 78.75| 5700.00000 5700.00| 3400.00000 3400.00 SURFACE SEAL , STR. NO. 4 | | | 0135 713-03048 1.000 EACH| 7200.00000 7200.00| 10000.00000 10000.00| 7500.00000 7500.00 TEMPORARY RUNAROUND , NO. 3, REMOVE | | | 0136 713-03048 1.000 EACH| 6000.00000 6000.00| 3000.00000 3000.00| 1600.00000 1600.00 TEMPORARY RUNAROUND ,NO. 1, REMOVE | | | 0137 713-03048 1.000 EACH| 6000.00000 6000.00| 6000.00000 6000.00| 42000.00000 42000.00 TEMPORARY RUNAROUND ,NO. 2, REMOVE | | | 0138 714-04733 181.000 LFT | 2000.00000 362000.00| 1700.00000 307700.00| 1935.00000 350235.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 20 FT. O IN. X 7.FT. O IN. | | | 0139 714-05562 87.000 SFT | 35.70000 3105.90| 40.00000 3480.00| 30.00000 2610.00 RETAINING WALL ,EXISTING LIMESTONE, | | | RESET | | | 0140 714-06660 48.000 SYS | 420.00000 20160.00| 560.00000 26880.00| 300.00000 14400.00 WINGWALL | | | 0141 714-91847 82.000 LFT | 409.50000 33579.00| 320.00000 26240.00| 240.00000 19680.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 5 FT. | | | 0142 714-94664 40.000 LFT | 270.00000 10800.00| 400.00000 16000.00| 250.00000 10000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0143 715-01715 539.000 LFT | 39.80000 21452.20| 44.00000 23716.00| 50.00000 26950.00 PIPE, REINFORCED CONCRETE, 18 IN. , | | | CLASS II | | | 0144 715-01902 110.000 LFT | 88.00000 9680.00| 80.00000 8800.00| 85.00000 9350.00 WATER SERVICE LINE, 2 IN. COPPER | | | 0145 715-02916 1535.000 LFT | 20.00000 30700.00| 9.50000 14582.50| 23.00000 35305.00 WATER MAIN, PVC, SDR 21, 2 IN. | | | 0146 715-02919 1.000 EACH| 525.00000 525.00| 450.00000 450.00| 410.00000 410.00 GATE VALVE, 2 IN. , AND BOX | | | 0147 715-04482 8.000 EACH| 1260.00000 10080.00| 2600.00000 20800.00| 1770.00000 14160.00 PIPE CONNECTION COLLAR AND PAD | | | 0148 715-04509 80.000 LFT | 36.75000 2940.00| 40.00000 3200.00| 55.00000 4400.00 TEMPORARY PIPE 24IN. PIPE | | | 0149 715-04509 55.000 LFT | 89.25000 4908.75| 65.00000 3575.00| 90.00000 4950.00 TEMPORARY PIPE 36IN. PIPE | | | 0150 715-04509 286.000 LFT | 123.90000 35435.40| 250.00000 71500.00| 140.00000 40040.00 TEMPORARY PIPE 72IN.PIPE | | | 0151 715-05019 68.000 LFT | 64.05000 4355.40| 45.00000 3060.00| 110.00000 7480.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0152 715-05048 3057.000 LFT | 5.25000 16049.25| 4.00000 12228.00| 5.50000 16813.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0153 715-05053 907.000 LFT | 16.38000 14856.66| 16.00000 14512.00| 28.00000 25396.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0154 715-05054 198.000 LFT | 17.85000 3534.30| 24.00000 4752.00| 36.00000 7128.00 PIPE, UNDERDRAIN OUTLET, 8 IN. | | | 0155 715-05119 130.000 LFT | 32.55000 4231.50| 19.00000 2470.00| 22.00000 2860.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0156 715-05123 143.000 LFT | 34.65000 4954.95| 34.00000 4862.00| 40.00000 5720.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0157 715-05168 23.000 LFT | 32.55000 748.65| 50.00000 1150.00| 50.00000 1150.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0158 715-05169 76.000 LFT | 32.55000 2473.80| 37.00000 2812.00| 40.00000 3040.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0159 715-05171 116.000 LFT | 33.60000 3897.60| 31.00000 3596.00| 50.00000 5800.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0160 715-05203 14774.000 LFT | 3.05000 45060.70| 3.75000 55402.50| 6.00000 88644.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0161 715-05407 32.000 LFT | 23.10000 739.20| 10.50000 336.00| 40.00000 1280.00 PIPE, END BENT DRAIN, 6 IN. | | | 0162 715-05752 349.000 LFT | 30.45000 10627.05| 40.00000 13960.00| 48.00000 16752.00 PIPE, GROUP G-1, MIN. AREA 1.1 SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 715-05764 1.000 EACH| 1100.00000 1100.00| 1500.00000 1500.00| 930.00000 930.00 AIR AND VACUUM RELEASE VALVE | | | 0164 715-41045 2470.000 LFT | 52.50000 129675.00| 46.00000 113620.00| 55.00000 135850.00 PIPE, REINFORCED CONCRETE, 12 IN. , | | | CLASS II | | | 0165 715-46000 1.000 EACH| 189.00000 189.00| 220.00000 220.00| 300.00000 300.00 PIPE END SECTION, 12 IN. | | | 0166 715-46005 6.000 EACH| 210.00000 1260.00| 250.00000 1500.00| 350.00000 2100.00 PIPE END SECTION, 15 IN. | | | 0167 715-46010 6.000 EACH| 315.00000 1890.00| 275.00000 1650.00| 380.00000 2280.00 PIPE END SECTION, 18 IN. | | | 0168 715-46020 4.000 EACH| 420.00000 1680.00| 360.00000 1440.00| 430.00000 1720.00 PIPE END SECTION, 24 IN. | | | 0169 715-46040 2.000 EACH| 450.00000 900.00| 720.00000 1440.00| 750.00000 1500.00 PIPE END SECTION, 36 IN. | | | 0170 715-46045 12.000 EACH| 210.00000 2520.00| 220.00000 2640.00| 350.00000 4200.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0171 715-94064 1600.000 LFT | 45.00000 72000.00| 34.00000 54400.00| 51.00000 81600.00 WATER LINE, COPPER, 0.75 IN. | | | 0172 715-99178 619.000 LFT | 45.00000 27855.00| 65.00000 40235.00| 50.00000 30950.00 PIPE, REINFORCED CONCRETE, 24 IN. , | | | CLASS II | | | 0173 715-99384 659.000 LFT | 46.20000 30445.80| 85.00000 56015.00| 50.00000 32950.00 PIPE, REINFORCED CONCRETE, 15 IN. , | | | CLASS II | | | 0174 716-04832 1.000 LFT | 510.00000 510.00| 680.00000 680.00| 610.00000 610.00 PIPE CASING, STEEL | | | 0175 718-04881 48.000 EACH| 231.00000 11088.00| 195.00000 9360.00| 350.00000 16800.00 OUTLET PROTECTOR, B | | | 0176 718-52610 1400.000 CYS | 26.00000 36400.00| 33.00000 46200.00| 40.00000 56000.00 AGGREGATE FOR UNDERDRAINS | | | 0177 718-99153 17589.000 SYS | 1.50000 26383.50| 0.85000 14950.65| 1.50000 26383.50 GEOTEXTILES FOR UNDERDRAIN | | | 0178 720-44000 8.000 EACH| 420.00000 3360.00| 800.00000 6400.00| 400.00000 3200.00 CASTING, ADJUST TO GRADE | | | 0179 720-45030 2.000 EACH| 1260.00000 2520.00| 1000.00000 2000.00| 900.00000 1800.00 INLET, E7 | | | 0180 720-45035 1.000 EACH| 1470.00000 1470.00| 1100.00000 1100.00| 1200.00000 1200.00 INLET, F7 | | | 0181 720-45040 2.000 EACH| 1680.00000 3360.00| 1500.00000 3000.00| 1800.00000 3600.00 INLET, G7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 720-45145 31.000 EACH| 2100.00000 65100.00| 1600.00000 49600.00| 1700.00000 52700.00 INLET, J10, MODIFIED | | | 0183 720-45410 18.000 EACH| 2100.00000 37800.00| 1500.00000 27000.00| 1500.00000 27000.00 MANHOLE, C4 | | | 0184 720-45416 1.000 EACH| 7245.00000 7245.00| 2150.00000 2150.00| 2100.00000 2100.00 MANHOLE, E4 | | | 0185 722-51842 1229.800 SYS | 63.00000 77477.40| 45.00000 55341.00| 50.00000 61490.00 BRIDGE DECK OVERLAY | | | 0186 722-51846 18.200 CYS | 300.00000 5460.00| 300.00000 5460.00| 300.00000 5460.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0187 722-51852 2347.000 SFT | 8.40000 19714.80| 10.30000 24174.10| 8.00000 18776.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0188 722-60824 29800.000 SYS | 1.70000 50660.00| 1.50000 44700.00| 0.90000 26820.00 SURFACE MILLING | | | 0189 724-03276 196.000 LFT | 100.00000 19600.00| 79.00000 15484.00| 50.00000 9800.00 EXPANSION JOINT SEALING SYSTEM | | | 0190 726-92406 18.000 EACH| 31.50000 567.00| 206.00000 3708.00| 550.00000 9900.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0191 732-03063 4.000 EACH| 9450.00000 37800.00| 6000.00000 24000.00| 10000.00000 40000.00 TAPPING SLEEVE AND VALVE, 12 IN. X 12 | | | IN. | | | 0192 732-03063 1.000 EACH| 3465.00000 3465.00| 2200.00000 2200.00| 8400.00000 8400.00 TAPPING SLEEVE AND VALVE, 12 IN. X 6 IN.| | | 0193 732-03063 4.000 EACH| 7875.00000 31500.00| 4700.00000 18800.00| 8000.00000 32000.00 TAPPING SLEEVE AND VALVE, 4 IN. X 4 IN. | | | 0194 732-03063 1.000 EACH| 8400.00000 8400.00| 8000.00000 8000.00| 8200.00000 8200.00 TAPPING SLEEVE AND VALVE, 6 IN. X 6 IN. | | | 0195 732-03063 1.000 EACH| 8505.00000 8505.00| 5800.00000 5800.00| 8500.00000 8500.00 TAPPING SLEEVE AND VALVE, 8 IN. X 8 IN. | | | 0196 732-03942 1.000 EACH| 2625.00000 2625.00| 3500.00000 3500.00| 5200.00000 5200.00 HYDRANT SETTING, RELOCATE | | | 0197 732-91738 1395.000 LFT | 75.60000 105462.00| 28.00000 39060.00| 86.00000 119970.00 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0198 732-91739 90.000 LFT | 84.00000 7560.00| 37.00000 3330.00| 141.00000 12690.00 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0199 732-91742 1.000 EACH| 3150.00000 3150.00| 5000.00000 5000.00| 5200.00000 5200.00 FIRE HYDRANT | | | 0200 732-95866 1.000 EACH| 1050.00000 1050.00| 850.00000 850.00| 710.00000 710.00 GATE VALVE, 6 IN. , AND BOX | | | 0201 732-96670 1765.000 LFT | 52.50000 92662.50| 55.00000 97075.00| 78.00000 137670.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0202 801-04308 14.000 EACH| 672.00000 9408.00| 900.00000 12600.00| 650.00000 9100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0203 801-06207 62742.000 LFT | 1.00000 62742.00| 1.05000 65879.10| 1.00000 62742.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0204 801-06606 39.000 EACH| 252.00000 9828.00| 135.00000 5265.00| 250.00000 9750.00 BARRICADE, IIIB | | | 0205 801-06640 121.000 EACH| 210.00000 25410.00| 125.00000 15125.00| 210.00000 25410.00 CONSTRUCTION SIGN, A | | | 0206 801-06645 8.000 EACH| 42.00000 336.00| 65.00000 520.00| 41.00000 328.00 CONSTRUCTION SIGN, B | | | 0207 801-06775 LUMP| 185000.00000 185000.00| 187000.00000 187000.00| 400000.00000 400000.00 MAINTAINING TRAFFIC | | | 0208 801-06775 LUMP| 2520.00000 2520.00| 5200.00000 5200.00| 10000.00000 10000.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0209 801-06775 LUMP| 2520.00000 2520.00| 6500.00000 6500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0210 802-05701 785.500 LFT | 8.20000 6441.10| 8.00000 6284.00| 11.00000 8640.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0211 802-05702 117.000 LFT | 5.90000 690.30| 5.75000 672.75| 9.00000 1053.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0212 802-05706 61.000 LFT | 8.60000 524.60| 8.50000 518.50| 11.00000 671.00 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0213 802-76025 277.750 SFT | 14.80000 4110.70| 14.50000 4027.38| 20.50000 5693.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0214 802-76035 253.880 SFT | 15.10000 3833.59| 15.00000 3808.20| 17.50000 4442.90 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0215 802-76045 65.500 SFT | 16.50000 1080.75| 16.00000 1048.00| 16.50000 1080.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0216 803-02310 939.000 LBS | 1.05000 985.95| 1.00000 939.00| 1.30000 1220.70 REINFORCING STEEL, SIGN FOUNDATION | | | 0217 803-76135 1.000 EACH| 8904.00000 8904.00| 9000.00000 9000.00| 7500.00000 7500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0218 804-06770 52.000 EACH| 23.10000 1201.20| 23.00000 1196.00| 21.00000 1092.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0219 805-01815 4.000 EACH| 2352.00000 9408.00| 2300.00000 9200.00| 1400.00000 5600.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0220 805-01836 2752.000 LFT | 1.05000 2889.60| 1.00000 2752.00| 1.00000 2752.00 SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0221 805-01842 7.000 EACH| 682.50000 4777.50| 670.00000 4690.00| 560.00000 3920.00 HANDHOLE, SIGNAL | | | 0222 805-01879 1.000 EACH| 420.00000 420.00| 415.00000 415.00| 400.00000 400.00 SIGNAL SERVICE, INSTALL | | | 0223 805-02328 1690.000 LFT | 0.31000 523.90| 0.35000 591.50| 0.50000 845.00 SIGNAL CABLE, 1C 14GA. | | | 0224 805-06592 1692.000 LFT | 10.60000 17935.20| 10.50000 17766.00| 12.00000 20304.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0225 805-78109 1.000 EACH| 8500.00000 8500.00| 8400.00000 8400.00| 8000.00000 8000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0226 805-78205 8.000 EACH| 472.00000 3776.00| 465.00000 3720.00| 400.00000 3200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0227 805-78415 4.000 EACH| 1750.00000 7000.00| 1700.00000 6800.00| 1500.00000 6000.00 SPAN, CATENARY, AND TETHER | | | 0228 805-78420 3.000 EACH| 315.00000 945.00| 310.00000 930.00| 250.00000 750.00 DISCONNECT HANGER | | | 0229 805-78467 142.000 LFT | 2.10000 298.20| 2.10000 298.20| 2.00000 284.00 SIGNAL CABLE, 3C 8GA. | | | 0230 805-78485 203.000 LFT | 1.05000 213.15| 1.05000 213.15| 1.20000 243.60 SIGNAL CABLE, 5C 14GA. | | | 0231 805-78490 627.000 LFT | 1.26000 790.02| 1.25000 783.75| 1.40000 877.80 SIGNAL CABLE, 7C 14GA. | | | 0232 805-78785 6.000 EACH| 441.00000 2646.00| 435.00000 2610.00| 450.00000 2700.00 SIGNAL DETECTOR HOUSING | | | 0233 805-78795 554.000 LFT | 9.80000 5429.20| 10.00000 5540.00| 10.00000 5540.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0234 805-78925 1.000 EACH| 577.50000 577.50| 570.00000 570.00| 7.00000 7.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0235 805-81032 4.000 EACH| 3045.00000 12180.00| 2950.00000 11800.00| 2400.00000 9600.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0236 805-92504 4.000 EACH| 367.50000 1470.00| 350.00000 1400.00| 300.00000 1200.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0237 806-01851 LUMP| 15400.00000 15400.00| 14500.00000 14500.00| 22000.00000 22000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0238 808-06702 20.000 LFT | 0.50000 10.00| 0.75000 15.00| 0.60000 12.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0239 808-06703 711.000 LFT | 0.50000 355.50| 0.65000 462.15| 0.40000 284.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0240 808-06713 20874.000 LFT | 0.06000 1252.44| 0.05000 1043.70| 0.10000 2087.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0241 808-06714 20415.000 LFT | 0.06000 1224.90| 0.05000 1020.75| 0.10000 2041.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0242 808-06726 200.000 LFT | 1.00000 200.00| 2.15000 430.00| 1.20000 240.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0243 808-75051 90.000 LFT | 1.26000 113.40| 1.65000 148.50| 1.30000 117.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0244 808-75054 320.000 LFT | 1.26000 403.20| 1.65000 528.00| 1.30000 416.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0245 808-75061 20.000 LFT | 1.60000 32.00| 1.85000 37.00| 1.70000 34.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0246 808-75063 43.300 LFT | 1.30000 56.29| 1.65000 71.45| 1.40000 60.62 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 4 IN. | | | 0247 808-75240 30.000 LFT | 0.40000 12.00| 0.65000 19.50| 0.42000 12.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0248 808-75290 168.000 LFT | 3.40000 571.20| 0.65000 109.20| 3.50000 588.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0249 808-75297 382.000 LFT | 3.20000 1222.40| 2.80000 1069.60| 3.40000 1298.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0250 808-75300 345.000 LFT | 0.60000 207.00| 1.00000 345.00| 0.65000 224.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0251 808-75320 5.000 EACH| 67.00000 335.00| 55.00000 275.00| 70.00000 350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0252 808-75325 5.000 EACH| 89.00000 445.00| 80.00000 400.00| 90.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0253 808-75998 239.000 EACH| 30.00000 7170.00| 22.00000 5258.00| 30.00000 7170.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0254 920-06775 LUMP| 2530.00000 2530.00| 7700.00000 7700.00| 6500.00000 6500.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0255 930-06845 LUMP| 2625.00000 2625.00| 5200.00000 5200.00| 1900.00000 1900.00 CONSTRUCTION ENGINEERING , STR. NO. 2 | | | 0256 940-01001 LUMP| 10500.00000 10500.00| 11100.00000 11100.00| 1.00000 1.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0257 622-52436 4.000 EACH| 21.00000 84.00| 26.00000 104.00| 21.00000 84.00 SIGN, DO NOT MOW OR SPRAY | | | 0258 622-91786 223.000 EACH| 12.30000 2742.90| 12.00000 2676.00| 12.00000 2676.00 SEEDLING | | | 0259 714-04802 66.700 SYS | 300.00000 20010.00| 102.00000 6803.40| 130.00000 8671.00 CONCRETE MODULAR BLOCK WALL | | | 0260 801-06625 46.000 EACH| 95.00000 4370.00| 155.00000 7130.00| 100.00000 4600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0261 205-02770 1273.000 SYS | 3.10000 3946.30| 3.00000 3819.00| 3.00000 3819.00 EROSION CONTROL BLANKET | | | 0262 205-04930 1.000 EACH| 3150.00000 3150.00| 3800.00000 3800.00| 1500.00000 1500.00 FISH POOL AND SECIMENT TRAP, COMBINATION| | | 0263 202-03000 LUMP| 10500.00000 10500.00| 500.00000 500.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38 | | | 0264 202-03000 LUMP| 1830.00000 1830.00| 1000.00000 1000.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38S | | | 0265 202-03000 LUMP| 1830.00000 1830.00| 1000.00000 1000.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 44 | | | 0266 202-03000 LUMP| 1830.00000 1830.00| 1000.00000 1000.00| 800.00000 800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 56 | | | 0267 202-03000 LUMP| 1830.00000 1830.00| 1000.00000 1000.00| 1300.00000 1300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 57SA | | | 0268 202-03000 LUMP| 900.00000 900.00| 1000.00000 1000.00| 1600.00000 1600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 62SA | | | 0269 202-03000 LUMP| 3650.00000 3650.00| 1000.00000 1000.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 66 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1618530 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 202-03000 LUMP| 5500.00000 5500.00| 3000.00000 3000.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 84SA | | | SECTION TOTALS | $ 7,350,050.00| $ 7,869,649.88| $ 9,089,316.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,350,050.00| $ 7,869,649.88| $ 9,089,316.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 18.000 MOS | 800.00000 14400.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 151800.00000 151800.00| | CONSTRUCTION ENGINEERING | | | 0003 105-06845 LUMP| 22000.00000 22000.00| | CONSTRUCTION ENGINEERING , STR. NO. 3 | | | 0004 105-06845 LUMP| 22000.00000 22000.00| | CONSTRUCTION ENGINEERING , STR. NO. 4 | | | 0005 108-01614 LUMP| 11000.00000 11000.00| | PARTNERING OVERHEAD | | | 0006 110-01001 LUMP| 232000.00000 232000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 110-01001 LUMP| 23232.00000 23232.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0008 110-01001 LUMP| 38500.00000 38500.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 4 | | | 0009 201-52370 LUMP| 158670.00000 158670.00| | CLEARING RIGHT OF WAY | | | 0010 201-52370 LUMP| 15000.00000 15000.00| | CLEARING RIGHT OF WAY , STR. NO. 2 | | | 0011 201-52370 LUMP| 15000.00000 15000.00| | CLEARING RIGHT OF WAY , STR. NO. 3 | | | 0012 201-52370 LUMP| 18000.00000 18000.00| | CLEARING RIGHT OF WAY , STR. NO. 4 | | | 0013 202-02240 14442.200 SYS | 10.00000 144422.00| | PAVEMENT, REMOVE | | | 0014 202-02241 2187.000 LFT | 3.85000 8419.95| | GUARDRAIL, REMOVE | | | 0015 202-02271 9.000 EACH| 550.00000 4950.00| | HEADWALL, REMOVE | | | 0016 202-02272 66.000 LFT | 8.00000 528.00| | PAVED SIDE DITCH, REMOVE | | | 0017 202-02278 3391.000 LFT | 5.50000 18650.50| | CURB, CONCRETE, REMOVE | | | 0018 202-02928 1.000 EACH| 412.00000 412.00| | CATCH BASIN, REMOVE | | | 0019 202-03000 LUMP| 8250.00000 8250.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 14 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 202-03000 LUMP| 29000.00000 29000.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 52 | | | 0021 202-03000 LUMP| 7400.00000 7400.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 6 | | | 0022 202-03000 LUMP| 5500.00000 5500.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 65 | | | 0023 202-03875 47.000 EACH| 330.00000 15510.00| | CONCRETE STEPS, REMOVE | | | 0024 202-04127 64.000 LFT | 29.00000 1856.00| | WALL, STONE, REMOVE | | | 0025 202-51328 LUMP| 19580.00000 19580.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0026 202-51330 LUMP| 11000.00000 11000.00| | PRESENT STRUCTURE, REMOVE , UNDER | | | SADDLEBARN DRIVE | | | 0027 202-51330 LUMP| 38775.00000 38775.00| | PRESENT STRUCTURE, REMOVE , UNDER U.S. | | | 50 | | | 0028 202-51330 LUMP| 9700.00000 9700.00| | PRESENT STRUCTURE, REMOVE STR. NO. 1, | | | STA. 155+35 | | | 0029 202-51330 LUMP| 27060.00000 27060.00| | PRESENT STRUCTURE, REMOVE STR. NO. 74, | | | STA. 216+45 | | | 0030 202-52710 1465.000 SYS | 13.00000 19045.00| | SIDEWALK, CONCRETE, REMOVE | | | 0031 202-60820 624.000 SYS | 8.00000 4992.00| | SURFACE MILLING, ASPHALT | | | 0032 202-60822 623.800 SYS | 9.00000 5614.20| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0033 202-62420 679.000 LFT | 17.00000 11543.00| | BRIDGE RAILING, REMOVE | | | 0034 202-90043 6.000 EACH| 1600.00000 9600.00| | WINGWALL, REMOVE | | | 0035 202-90747 282.000 LFT | 26.00000 7332.00| | RETAINING WALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 202-91385 6.000 EACH| 375.00000 2250.00| | INLET, REMOVE | | | 0037 202-91840 156.000 LFT | 5.00000 780.00| | FENCE, CHAIN LINK, REMOVE | | | 0038 202-93615 11.850 SYS | 165.00000 1955.25| | CONCRETE, REMOVE | | | 0039 203-02000 49260.000 CYS | 11.25000 554175.00| | EXCAVATION, COMMON | | | 0040 203-02010 10735.000 CYS | 143.00000 1535105.00| | EXCAVATION, ROCK | | | 0041 203-02020 1296.000 CYS | 14.00000 18144.00| | EXCAVATION, UNCLASSIFIED | | | 0042 203-02070 33576.000 CYS | 10.10000 339117.60| | BORROW | | | 0043 205-02224 765.000 LFT | 2.10000 1606.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0044 205-02229 1003.000 LFT | 4.00000 4012.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0045 205-02231 272.000 LFT | 41.00000 11152.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0046 205-02234 14.000 EACH| 93.00000 1302.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0047 205-02236 5.000 EACH| 85.00000 425.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0048 205-02237 31.000 EACH| 65.00000 2015.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0050 206-51215 47.000 CYS | 63.00000 2961.00| | EXCAVATION, X | | | 0051 206-51220 17.200 CYS | 43.00000 739.60| | EXCAVATION, WET | | | 0052 211-02050 5728.000 CYS | 15.00000 85920.00| | B BORROW | | | 0053 211-02060 4339.400 CYS | 15.00000 65091.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0054 213-52830 95.300 CYS | 65.00000 6194.50| | FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 303-04075 133.000 TON | 16.50000 2194.50| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0056 303-52308 24815.000 TON | 12.10000 300261.50| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0057 304-04403 103.800 CYS | 29.30000 3041.34| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0058 305-93509 23013.000 SYS | 0.90000 20711.70| | CEMENT CONCRETE PAVEMENT CRACKING AND | | | SEATING | | | 0059 401-05437 16412.000 TON | 41.00000 672892.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0060 401-05455 9825.000 TON | 42.00000 412650.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0061 401-05456 4022.000 TON | 47.00000 189034.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0062 401-05459 5248.000 TON | 42.00000 220416.00| | QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0063 401-05463 246.000 TON | 44.00000 10824.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0064 401-05464 1288.000 TON | 47.85000 61630.80| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0065 402-05470 557.000 TON | 49.50000 27571.50| | HMA BASE C25.0 mm, MAINLINE | | | 0066 404-05511 17930.000 SYS | 1.00000 17930.00| | SEAL COAT, 2 | | | 0067 405-05517 93.380 TON | 300.00000 28014.00| | ASPHALT FOR PRIME COAT | | | 0068 406-05520 29.130 TON | 200.00000 5826.00| | ASPHALT FOR TACK COAT | | | 0069 506-06333 471.000 SYS | 98.00000 46158.00| | PCCP PATCHING, FULL DEPTH | | | 0070 601-01522 6.000 EACH| 1750.00000 10500.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0071 601-01625 2.000 EACH| 2365.00000 4730.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0072 601-01626 1.000 EACH| 2365.00000 2365.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0073 601-01846 3.000 EACH| 2000.00000 6000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 601-04746 11.000 EACH| 8900.00000 97900.00| | ENERGY ABSORBING TERMINAL, CZ TYPE B | | | 0075 601-06037 2.000 EACH| 770.00000 1540.00| | GUARDRAIL END TREATMENT, I | | | 0076 601-61390 5.000 EACH| 50.00000 250.00| | GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0077 601-94689 11.000 EACH| 4290.00000 47190.00| | GUARDRAIL END TREATMENT, OS | | | 0078 601-97774 1.000 EACH| 2640.00000 2640.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0079 601-99105 4889.000 LFT | 14.30000 69912.70| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0080 602-06639 2380.000 LFT | 34.10000 81158.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0081 602-06729 435.000 EACH| 9.10000 3958.50| | BARRIER DELINEATOR | | | 0082 603-98226 366.000 LFT | 26.70000 9772.20| | FENCE, CHAIN LINK, BLACK VINYL COATED, | | | 48 IN. | | | 0083 604-06069 494.000 SYS | 32.80000 16203.20| | CURB RAMP, CONCRETE | | | 0084 604-44251 17.800 CYS | 385.00000 6853.00| | STEPS, CONCRETE TYPE A | | | 0085 604-91531 2934.000 SYS | 29.00000 85086.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0086 605-05523 3061.000 LFT | 5.50000 16835.50| | CURB, HMA TEMPORARY | | | 0087 605-06120 60.000 LFT | 17.70000 1062.00| | CURB, CONCRETE | | | 0088 605-06140 486.000 LFT | 33.00000 16038.00| | CURB AND GUTTER, CONCRETE ,SPECIAL TYPE | | | C | | | 0089 605-06165 4765.000 LFT | 17.00000 81005.00| | CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0090 610-05527 1183.000 TON | 69.00000 81627.00| | HMA FOR APPROACHES | | | 0091 610-06257 544.400 SYS | 70.00000 38108.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 611-05330 1639.000 SYS | 43.00000 70477.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0093 611-06497 11.000 EACH| 192.00000 2112.00| | MAILBOX ASSEMBLY, SINGLE | | | 0094 611-06498 1.000 EACH| 220.00000 220.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0095 611-95728 86.900 SYS | 43.00000 3736.70| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0096 615-06490 129.000 EACH| 139.00000 17931.00| | RIGHT OF WAY MARKER | | | 0097 615-06500 22.000 EACH| 390.00000 8580.00| | MONUMENT, A | | | 0098 615-06510 7.000 EACH| 400.00000 2800.00| | MONUMENT, C | | | 0099 615-06515 9.000 EACH| 120.00000 1080.00| | MONUMENT, D | | | 0100 615-06527 6.000 EACH| 325.00000 1950.00| | MONUMENT, SECTION CORNER | | | 0101 616-02320 4714.000 SYS | 1.50000 7071.00| | GEOTEXTILES | | | 0102 616-03472 56.000 TON | 18.00000 1008.00| | RIPRAP, REVEMENT 18 IN. | | | 0103 616-05689 192.100 TON | 30.00000 5763.00| | RIPRAP, CLASS 2 | | | 0104 616-06405 3388.000 TON | 23.00000 77924.00| | RIPRAP, REVETMENT | | | 0105 616-06425 79.000 SYS | 42.00000 3318.00| | RIPRAP, GROUTED, 12 IN. | | | 0106 617-04488 7061.000 SYS | 3.00000 21183.00| | GEOGRID, SUBGRADE | | | 0107 621-01004 6.000 EACH| 700.00000 4200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0108 621-01882 5.000 LBS | 10.75000 53.75| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0109 621-06545 0.800 TON | 600.00000 480.00| | FERTILIZER | | | 0110 621-06553 340.000 LBS | 4.50000 1530.00| | SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 621-06565 4.110 TON | 539.00000 2215.29| | MULCHING MATERIAL | | | 0112 621-06574 104.000 SYS | 3.35000 348.40| | SODDING | | | 0113 621-06575 22696.000 SYS | 3.35000 76031.60| | SODDING, NURSERY | | | 0114 701-51195 57.000 LFT | 81.00000 4617.00| | PILE, STEEL H, HP 12 X 53 | | | 0115 702-51005 73.000 CYS | 460.00000 33580.00| | CONCRETE, A, SUBSTRUCTURE | | | 0116 702-51015 17.200 CYS | 325.00000 5590.00| | CONCRETE, B, FOOTINGS | | | 0117 702-51100 408.000 LBS | 2.50000 1020.00| | DRAIN PIPE, CAST IRON, 6 IN. | | | 0118 702-51110 864.000 LBS | 3.20000 2764.80| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0119 702-51863 934.000 EACH| 6.00000 5604.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0120 702-90915 82.280 CYS | 610.00000 50190.80| | CONCRETE, A | | | 0121 702-94656 94.000 CYS | 456.00000 42864.00| | CONCRETE, B | | | 0122 703-51030 26186.000 LBS | 1.50000 39279.00| | REINFORCING STEEL | | | 0123 703-51032 39309.000 LBS | 2.00000 78618.00| | REINFORCING STEEL, EPOXY COATED | | | 0124 703-97703 84.000 EACH| 10.00000 840.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0125 704-51002 68.600 CYS | 565.00000 38759.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0126 706-01619 4.000 EACH| 1765.00000 7060.00| | CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0127 706-05732 4.000 EACH| 1765.00000 7060.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0128 706-05733 4.000 EACH| 1765.00000 7060.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0129 706-51020 60.090 CYS | 350.00000 21031.50| | CONCRETE, C, RAILING | | | 0130 707-05983 481.000 LFT | 90.00000 43290.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 36 IN. X 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 708-51813 820.000 SFT | 64.00000 52480.00| | PNEUMATICALLY PLACED MORTAR | | | 0132 709-51821 LUMP| 77.00000 77.00| | SURFACE SEAL , STR. NO. 2 | | | 0133 709-51821 LUMP| 2100.00000 2100.00| | SURFACE SEAL , STR. NO. 3 | | | 0134 709-51821 LUMP| 3600.00000 3600.00| | SURFACE SEAL , STR. NO. 4 | | | 0135 713-03048 1.000 EACH| 13750.00000 13750.00| | TEMPORARY RUNAROUND , NO. 3, REMOVE | | | 0136 713-03048 1.000 EACH| 12650.00000 12650.00| | TEMPORARY RUNAROUND ,NO. 1, REMOVE | | | 0137 713-03048 1.000 EACH| 13750.00000 13750.00| | TEMPORARY RUNAROUND ,NO. 2, REMOVE | | | 0138 714-04733 181.000 LFT | 1315.00000 238015.00| | CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 20 FT. O IN. X 7.FT. O IN. | | | 0139 714-05562 87.000 SFT | 61.00000 5307.00| | RETAINING WALL ,EXISTING LIMESTONE, | | | RESET | | | 0140 714-06660 48.000 SYS | 93.00000 4464.00| | WINGWALL | | | 0141 714-91847 82.000 LFT | 335.00000 27470.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 5 FT. | | | 0142 714-94664 40.000 LFT | 297.00000 11880.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0143 715-01715 539.000 LFT | 173.00000 93247.00| | PIPE, REINFORCED CONCRETE, 18 IN. , | | | CLASS II | | | 0144 715-01902 110.000 LFT | 38.00000 4180.00| | WATER SERVICE LINE, 2 IN. COPPER | | | 0145 715-02916 1535.000 LFT | 9.50000 14582.50| | WATER MAIN, PVC, SDR 21, 2 IN. | | | 0146 715-02919 1.000 EACH| 440.00000 440.00| | GATE VALVE, 2 IN. , AND BOX | | | 0147 715-04482 8.000 EACH| 425.00000 3400.00| | PIPE CONNECTION COLLAR AND PAD | | | 0148 715-04509 80.000 LFT | 173.00000 13840.00| | TEMPORARY PIPE 24IN. PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 715-04509 55.000 LFT | 182.00000 10010.00| | TEMPORARY PIPE 36IN. PIPE | | | 0150 715-04509 286.000 LFT | 213.00000 60918.00| | TEMPORARY PIPE 72IN.PIPE | | | 0151 715-05019 68.000 LFT | 188.00000 12784.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0152 715-05048 3057.000 LFT | 5.00000 15285.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0153 715-05053 907.000 LFT | 12.75000 11564.25| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0154 715-05054 198.000 LFT | 14.85000 2940.30| | PIPE, UNDERDRAIN OUTLET, 8 IN. | | | 0155 715-05119 130.000 LFT | 171.00000 22230.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0156 715-05123 143.000 LFT | 178.00000 25454.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0157 715-05168 23.000 LFT | 170.00000 3910.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0158 715-05169 76.000 LFT | 171.00000 12996.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0159 715-05171 116.000 LFT | 173.00000 20068.00| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0160 715-05203 14774.000 LFT | 4.90000 72392.60| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0161 715-05407 32.000 LFT | 20.90000 668.80| | PIPE, END BENT DRAIN, 6 IN. | | | 0162 715-05752 349.000 LFT | 173.00000 60377.00| | PIPE, GROUP G-1, MIN. AREA 1.1 SQ. FT. | | | 0163 715-05764 1.000 EACH| 2700.00000 2700.00| | AIR AND VACUUM RELEASE VALVE | | | 0164 715-41045 2470.000 LFT | 115.00000 284050.00| | PIPE, REINFORCED CONCRETE, 12 IN. , | | | CLASS II | | | 0165 715-46000 1.000 EACH| 247.00000 247.00| | PIPE END SECTION, 12 IN. | | | 0166 715-46005 6.000 EACH| 271.00000 1626.00| | PIPE END SECTION, 15 IN. | | | 0167 715-46010 6.000 EACH| 334.00000 2004.00| | PIPE END SECTION, 18 IN. | | | 0168 715-46020 4.000 EACH| 596.00000 2384.00| | PIPE END SECTION, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 715-46040 2.000 EACH| 623.00000 1246.00| | PIPE END SECTION, 36 IN. | | | 0170 715-46045 12.000 EACH| 247.00000 2964.00| | PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0171 715-94064 1600.000 LFT | 44.00000 70400.00| | WATER LINE, COPPER, 0.75 IN. | | | 0172 715-99178 619.000 LFT | 178.00000 110182.00| | PIPE, REINFORCED CONCRETE, 24 IN. , | | | CLASS II | | | 0173 715-99384 659.000 LFT | 171.00000 112689.00| | PIPE, REINFORCED CONCRETE, 15 IN. , | | | CLASS II | | | 0174 716-04832 1.000 LFT | 2200.00000 2200.00| | PIPE CASING, STEEL | | | 0175 718-04881 48.000 EACH| 225.00000 10800.00| | OUTLET PROTECTOR, B | | | 0176 718-52610 1400.000 CYS | 25.00000 35000.00| | AGGREGATE FOR UNDERDRAINS | | | 0177 718-99153 17589.000 SYS | 1.65000 29021.85| | GEOTEXTILES FOR UNDERDRAIN | | | 0178 720-44000 8.000 EACH| 220.00000 1760.00| | CASTING, ADJUST TO GRADE | | | 0179 720-45030 2.000 EACH| 1320.00000 2640.00| | INLET, E7 | | | 0180 720-45035 1.000 EACH| 1320.00000 1320.00| | INLET, F7 | | | 0181 720-45040 2.000 EACH| 1540.00000 3080.00| | INLET, G7 | | | 0182 720-45145 31.000 EACH| 1320.00000 40920.00| | INLET, J10, MODIFIED | | | 0183 720-45410 18.000 EACH| 1500.00000 27000.00| | MANHOLE, C4 | | | 0184 720-45416 1.000 EACH| 4290.00000 4290.00| | MANHOLE, E4 | | | 0185 722-51842 1229.800 SYS | 47.00000 57800.60| | BRIDGE DECK OVERLAY | | | 0186 722-51846 18.200 CYS | 300.00000 5460.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0187 722-51852 2347.000 SFT | 25.00000 58675.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0188 722-60824 29800.000 SYS | 1.00000 29800.00| | SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 724-03276 196.000 LFT | 88.00000 17248.00| | EXPANSION JOINT SEALING SYSTEM | | | 0190 726-92406 18.000 EACH| 3850.00000 69300.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0191 732-03063 4.000 EACH| 4180.00000 16720.00| | TAPPING SLEEVE AND VALVE, 12 IN. X 12 | | | IN. | | | 0192 732-03063 1.000 EACH| 3080.00000 3080.00| | TAPPING SLEEVE AND VALVE, 12 IN. X 6 IN.| | | 0193 732-03063 4.000 EACH| 2200.00000 8800.00| | TAPPING SLEEVE AND VALVE, 4 IN. X 4 IN. | | | 0194 732-03063 1.000 EACH| 2420.00000 2420.00| | TAPPING SLEEVE AND VALVE, 6 IN. X 6 IN. | | | 0195 732-03063 1.000 EACH| 2860.00000 2860.00| | TAPPING SLEEVE AND VALVE, 8 IN. X 8 IN. | | | 0196 732-03942 1.000 EACH| 2750.00000 2750.00| | HYDRANT SETTING, RELOCATE | | | 0197 732-91738 1395.000 LFT | 44.00000 61380.00| | WATER MAIN, DUCTILE IRON, 6 IN. | | | 0198 732-91739 90.000 LFT | 220.00000 19800.00| | WATER MAIN, DUCTILE IRON, 8 IN. | | | 0199 732-91742 1.000 EACH| 2200.00000 2200.00| | FIRE HYDRANT | | | 0200 732-95866 1.000 EACH| 550.00000 550.00| | GATE VALVE, 6 IN. , AND BOX | | | 0201 732-96670 1765.000 LFT | 61.00000 107665.00| | WATER MAIN, DUCTILE IRON, 12 IN. | | | 0202 801-04308 14.000 EACH| 1050.00000 14700.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0203 801-06207 62742.000 LFT | 1.00000 62742.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0204 801-06606 39.000 EACH| 385.00000 15015.00| | BARRICADE, IIIB | | | 0205 801-06640 121.000 EACH| 214.00000 25894.00| | CONSTRUCTION SIGN, A | | | 0206 801-06645 8.000 EACH| 65.00000 520.00| | CONSTRUCTION SIGN, B | | | 0207 801-06775 LUMP| 108000.00000 108000.00| | MAINTAINING TRAFFIC | | | 0208 801-06775 LUMP| 7900.00000 7900.00| | MAINTAINING TRAFFIC , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0209 801-06775 LUMP| 7900.00000 7900.00| | MAINTAINING TRAFFIC , STR. NO. 4 | | | 0210 802-05701 785.500 LFT | 8.50000 6676.75| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0211 802-05702 117.000 LFT | 6.00000 702.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0212 802-05706 61.000 LFT | 9.00000 549.00| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0213 802-76025 277.750 SFT | 15.50000 4305.13| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0214 802-76035 253.880 SFT | 15.90000 4036.69| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0215 802-76045 65.500 SFT | 17.25000 1129.88| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0216 803-02310 939.000 LBS | 1.50000 1408.50| | REINFORCING STEEL, SIGN FOUNDATION | | | 0217 803-76135 1.000 EACH| 9325.00000 9325.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0218 804-06770 52.000 EACH| 21.00000 1092.00| | DELINEATOR POST | | | 0219 805-01815 4.000 EACH| 2464.00000 9856.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0220 805-01836 2752.000 LFT | 1.50000 4128.00| | SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0221 805-01842 7.000 EACH| 720.00000 5040.00| | HANDHOLE, SIGNAL | | | 0222 805-01879 1.000 EACH| 420.00000 420.00| | SIGNAL SERVICE, INSTALL | | | 0223 805-02328 1690.000 LFT | 1.00000 1690.00| | SIGNAL CABLE, 1C 14GA. | | | 0224 805-06592 1692.000 LFT | 11.00000 18612.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0225 805-78109 1.000 EACH| 8900.00000 8900.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0226 805-78205 8.000 EACH| 475.00000 3800.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0227 805-78415 4.000 EACH| 1800.00000 7200.00| | SPAN, CATENARY, AND TETHER | | | 0228 805-78420 3.000 EACH| 300.00000 900.00| | DISCONNECT HANGER | | | 0229 805-78467 142.000 LFT | 2.00000 284.00| | SIGNAL CABLE, 3C 8GA. | | | 0230 805-78485 203.000 LFT | 1.00000 203.00| | SIGNAL CABLE, 5C 14GA. | | | 0231 805-78490 627.000 LFT | 1.50000 940.50| | SIGNAL CABLE, 7C 14GA. | | | 0232 805-78785 6.000 EACH| 450.00000 2700.00| | SIGNAL DETECTOR HOUSING | | | 0233 805-78795 554.000 LFT | 10.00000 5540.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0234 805-78925 1.000 EACH| 600.00000 600.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0235 805-81032 4.000 EACH| 3100.00000 12400.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0236 805-92504 4.000 EACH| 385.00000 1540.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0237 806-01851 LUMP| 15000.00000 15000.00| | TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0238 808-06702 20.000 LFT | 1.00000 20.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0239 808-06703 711.000 LFT | 1.00000 711.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0240 808-06713 20874.000 LFT | 0.10000 2087.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0241 808-06714 20415.000 LFT | 0.10000 2041.50| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0242 808-06726 200.000 LFT | 2.00000 400.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0243 808-75051 90.000 LFT | 1.50000 135.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0244 808-75054 320.000 LFT | 1.50000 480.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0245 808-75061 20.000 LFT | 1.75000 35.00| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0246 808-75063 43.300 LFT | 1.50000 64.95| | LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 4 IN. | | | 0247 808-75240 30.000 LFT | 0.50000 15.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0248 808-75290 168.000 LFT | 2.75000 462.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0249 808-75297 382.000 LFT | 2.75000 1050.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0250 808-75300 345.000 LFT | 1.00000 345.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0251 808-75320 5.000 EACH| 60.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0252 808-75325 5.000 EACH| 82.00000 410.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0253 808-75998 239.000 EACH| 28.00000 6692.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0254 920-06775 LUMP| 21450.00000 21450.00| | MAINTAINING TRAFFIC , STR. NO. 2 | | | 0255 930-06845 LUMP| 12100.00000 12100.00| | CONSTRUCTION ENGINEERING , STR. NO. 2 | | | 0256 940-01001 LUMP| 34000.00000 34000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0257 622-52436 4.000 EACH| 27.00000 108.00| | SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 211 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,309,540.09 ROUTE : 50 CALL ORDER : 211 CONTRACT ID : R -24549-A COUNTIES : LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0258 622-91786 223.000 EACH| 13.00000 2899.00| | SEEDLING | | | 0259 714-04802 66.700 SYS | 275.00000 18342.50| | CONCRETE MODULAR BLOCK WALL | | | 0260 801-06625 46.000 EACH| 165.00000 7590.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0261 205-02770 1273.000 SYS | 3.25000 4137.25| | EROSION CONTROL BLANKET | | | 0262 205-04930 1.000 EACH| 2995.00000 2995.00| | FISH POOL AND SECIMENT TRAP, COMBINATION| | | 0263 202-03000 LUMP| 2700.00000 2700.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38 | | | 0264 202-03000 LUMP| 3800.00000 3800.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38S | | | 0265 202-03000 LUMP| 3500.00000 3500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 44 | | | 0266 202-03000 LUMP| 825.00000 825.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 56 | | | 0267 202-03000 LUMP| 1200.00000 1200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 57SA | | | 0268 202-03000 LUMP| 1700.00000 1700.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 62SA | | | 0269 202-03000 LUMP| 3200.00000 3200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 66 | | | 0270 202-03000 LUMP| 8700.00000 8700.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 84SA | | | SECTION TOTALS | $ 9,740,825.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,740,825.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0652147 0652147 0652147 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 17,753,304.59 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 18,431,051.05 103.8175% 3 35-1385672 FORCE CONSTRUCTION $ 18,433,898.21 103.8336% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 18,712,057.23 105.4004% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 19,844,154.58 111.7772% 6 35-1212938 ATLAS EXCAVATING, INC. $ 19,911,755.08 112.1580% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION (3R/4R STANDARD) | | | 0001 105-01925 24.000 MOS | 1250.00000 30000.00| 1500.00000 36000.00| 1456.00000 34944.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 143500.00000 143500.00| 130000.00000 130000.00| 124030.20000 124030.20 CONSTRUCTION ENGINEERING | | | 0007 110-01001 LUMP| 890000.00000 890000.00| 925000.00000 925000.00| 959823.20000 959823.20 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP| 43000.00000 43000.00| 92500.00000 92500.00| 102672.50000 102672.50 CLEARING RIGHT OF WAY | | | 0018 202-02240 46571.800 m2 | 5.00000 232859.00| 4.20000 195601.56| 6.62000 308305.32 PAVEMENT, REMOVE | | | 0019 202-02241 9055.500 m | 7.31000 66195.71| 5.40000 48899.70| 6.93000 62754.62 GUARDRAIL, REMOVE | | | 0020 202-02273 12.200 m2 | 20.00000 244.00| 37.00000 451.40| 210.00000 2562.00 CENTER CURB, CONCRETE, REMOVE | | | 0021 202-02274 590.500 m | 15.00000 8857.50| 11.00000 6495.50| 22.05000 13020.53 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0022 202-51328 LUMP| 285000.00000 285000.00| 370000.00000 370000.00| 391776.00000 391776.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 1 | | | 0023 202-51328 LUMP| 155000.00000 155000.00| 220000.00000 220000.00| 93744.00000 93744.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0024 202-51328 LUMP| 155000.00000 155000.00| 220000.00000 220000.00| 93744.00000 93744.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 3 | | | 0025 202-51328 LUMP| 88000.00000 88000.00| 150000.00000 150000.00| 68415.20000 68415.20 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 4 | | | 0027 202-51822 635.000 m2 | 4.00000 2540.00| 7.00000 4445.00| 2.49000 1581.15 BRIDGE DECK OVERLAY, REMOVE | | | 0028 202-60822 960.200 m2 | 3.00000 2880.60| 3.00000 2880.60| 1.84000 1766.77 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0029 202-62420 2940.000 m | 7.00000 20580.00| 6.00000 17640.00| 5.25000 15435.00 BRIDGE RAILING, REMOVE | | | 0030 202-74045 82.000 EACH| 38.00000 3116.00| 40.00000 3280.00| 39.90000 3271.80 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0031 202-91385 43.000 EACH| 200.00000 8600.00| 200.00000 8600.00| 393.75000 16931.25 INLET, REMOVE | | | 0032 202-96133 95.900 m | 37.00000 3548.30| 30.00000 2877.00| 38.85000 3725.72 PIPE, REMOVE | | | 0033 203-02000 35714.700 m3 | 9.00000 321432.30| 7.20000 257145.84| 8.21000 293217.69 EXCAVATION, COMMON | | | 0034 203-02046 6.000 EACH| 950.00000 5700.00| 1000.00000 6000.00| 2625.00000 15750.00 GRADING OF GORE AREA | | | 0035 203-02070 1141.000 m3 | 14.00000 15974.00| 16.00000 18256.00| 15.49000 17674.09 BORROW | | | 0036 206-51220 630.000 m3 | 30.00000 18900.00| 27.00000 17010.00| 18.00000 11340.00 EXCAVATION, WET | | | 0037 206-51235 LUMP| 150000.00000 150000.00| 130000.00000 130000.00| 216865.60000 216865.60 COFFERDAM | | | 0038 211-02060 2137.100 m3 | 28.00000 59838.80| 35.00000 74798.50| 19.95000 42635.15 B BORROW FOR STRUCTURE BACKFILL | | | 0039 211-06467 271.200 m3 | 50.00000 13560.00| 80.00000 21696.00| 24.64000 6682.37 AGGREGATE FOR END BENT BACKFILL | | | 0040 213-52830 7.000 m3 | 300.00000 2100.00| 150.00000 1050.00| 95.20000 666.40 FLOWABLE MORTAR | | | 0041 303-52308 712.000 Mg | 20.00000 14240.00| 12.00000 8544.00| 12.86000 9156.32 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0043 305-05731 4815.000 Mg | 48.00000 231120.00| 50.00000 240750.00| 38.33000 184558.95 WIDENING WITH QC/QA HMA | | | 0044 401-05455 1629.200 Mg | 36.00000 58651.20| 34.10000 55555.72| 39.11000 63718.01 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0045 401-05456 895.500 Mg | 46.00000 41193.00| 49.75000 44551.13| 54.44000 48751.02 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0048 401-05464 2021.100 Mg | 40.00000 80844.00| 40.80000 82460.88| 46.73000 94446.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0049 406-05520 14.000 Mg | 200.00000 2800.00| 157.50000 2205.00| 210.00000 2940.00 ASPHALT FOR TACK COAT | | | 0050 501-05240 8980.000 m | 26.00000 233480.00| 24.85000 223153.00| 24.82000 222883.60 CONTRACTION JOINT, D1 | | | 0051 501-05290 330.000 kg | 1.00000 330.00| 2.00000 660.00| 1.16000 382.80 REINFORCING STEEL, PAVEMENT | | | 0052 501-05310 292.000 m | 350.00000 102200.00| 275.00000 80300.00| 566.72000 165482.24 TERMINAL JOINT | | | 0053 501-06266 LUMP| 7000.00000 7000.00| 8400.00000 8400.00| 8375.96000 8375.96 PROFILOGRAPH, PCCP | | | 0054 501-06326 49392.200 m2 | 39.00000 1926295.80| 41.50000 2049776.30| 43.31000 2139176.18 QC/QA PCCP, 375 mm | | | 0056 601-01522 31.000 EACH| 1040.00000 32240.00| 1225.00000 37975.00| 1092.00000 33852.00 GUARDRAIL TRANSITION TYPE TGB | | | 0057 601-02103 81.100 m | 44.00000 3568.40| 50.50000 4095.55| 46.20000 3746.82 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0058 601-06037 2.000 EACH| 575.00000 1150.00| 600.00000 1200.00| 603.75000 1207.50 GUARDRAIL END TREATMENT, I | | | 0059 601-94689 10.000 EACH| 2980.00000 29800.00| 3400.00000 34000.00| 3129.00000 31290.00 GUARDRAIL END TREATMENT, OS | | | 0060 601-94690 14.000 EACH| 2980.00000 41720.00| 3400.00000 47600.00| 3129.00000 43806.00 GUARDRAIL END TREATMENT, MS | | | 0061 601-99105 8386.647 m | 31.00000 259986.06| 33.40000 280114.01| 32.55000 272985.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0062 601-99106 7.620 m | 65.00000 495.30| 60.00000 457.20| 68.25000 520.07 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0063 601-99108 608.000 m | 45.00000 27360.00| 48.00000 29184.00| 47.25000 28728.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0064 601-99123 2.000 EACH| 1950.00000 3900.00| 2100.00000 4200.00| 2047.50000 4095.00 GUARDRAIL TRANSITION, GP | | | 0065 602-06639 997.000 m | 90.00000 89730.00| 95.00000 94715.00| 134.40000 133996.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0066 602-06646 3255.000 m | 86.00000 279930.00| 85.00000 276675.00| 87.00000 283185.00 TEMPORARY CONCRETE BARRIER | | | 0067 602-06729 428.000 EACH| 6.00000 2568.00| 7.80000 3338.40| 7.35000 3145.80 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 603-06040 150.000 m | 39.00000 5850.00| 54.50000 8175.00| 40.95000 6142.50 FENCE, FARM FIELD, 1190 mm | | | 0069 605-06105 535.100 m | 20.00000 10702.00| 35.00000 18728.50| 27.75000 14849.03 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0070 605-06120 28.300 m | 25.00000 707.50| 85.00000 2405.50| 60.29000 1706.21 CURB, CONCRETE | | | 0071 605-06210 12.200 m | 75.00000 915.00| 225.00000 2745.00| 47.25000 576.45 CENTER CURB, C, CONCRETE | | | 0072 610-05527 5500.000 Mg | 35.00000 192500.00| 38.75000 213125.00| 40.69000 223795.00 HMA FOR APPROACHES | | | 0073 610-06262 2276.000 m2 | 60.00000 136560.00| 75.00000 170700.00| 78.40000 178438.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0074 611-52817 3.000 EACH| 15000.00000 45000.00| 35000.00000 105000.00| 24081.75000 72245.25 TEMPORARY CROSSOVER, B | | | 0075 616-02320 10468.000 m2 | 1.50000 15702.00| 1.80000 18842.40| 2.00000 20936.00 GEOTEXTILES | | | 0076 616-05688 5648.000 Mg | 19.50000 110136.00| 19.00000 107312.00| 21.65000 122279.20 RIPRAP, CLASS 1 | | | 0077 616-05689 3727.000 Mg | 19.50000 72676.50| 21.50000 80130.50| 21.65000 80689.55 RIPRAP, CLASS 2 | | | 0078 616-06405 348.000 Mg | 19.50000 6786.00| 50.00000 17400.00| 17.89000 6225.72 RIPRAP, REVETMENT | | | 0080 621-01004 4.000 EACH| 650.00000 2600.00| 400.00000 1600.00| 393.75000 1575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0081 621-06545 1.150 Mg | 535.00000 615.25| 450.00000 517.50| 446.25000 513.19 FERTILIZER | | | 0082 621-06548 14.100 kg | 49.00000 690.90| 45.00000 634.50| 45.31000 638.87 SEED MIXTURE, CV | | | 0083 621-06553 211.500 kg | 8.55000 1808.33| 4.45000 941.18| 4.45000 941.18 SEED MIXTURE, R | | | 0084 621-06565 5.800 Mg | 425.00000 2465.00| 385.00000 2233.00| 383.25000 2222.85 MULCHING MATERIAL | | | 0085 621-06574 487.000 m2 | 3.90000 1899.30| 3.60000 1753.20| 3.64000 1772.68 SODDING | | | 0086 701-03753 4585.000 m | 85.00000 389725.00| 75.00000 343875.00| 90.00000 412650.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0087 701-51195 1840.000 m | 100.00000 184000.00| 80.00000 147200.00| 78.37000 144200.80 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 702-04433 4.000 EACH| 400.00000 1600.00| 300.00000 1200.00| 33.60000 134.40 FLOOR DRAIN, PVC, 150 mm | | | 0089 702-51005 559.400 m3 | 500.00000 279700.00| 1000.00000 559400.00| 532.09000 297651.15 CONCRETE, A, SUBSTRUCTURE | | | 0090 702-51010 1183.400 m3 | 450.00000 532530.00| 600.00000 710040.00| 513.97000 608232.10 CONCRETE, B, ABOVE FOOTINGS | | | 0091 702-51015 558.000 m3 | 325.00000 181350.00| 250.00000 139500.00| 408.44000 227909.52 CONCRETE, B, FOOTINGS | | | 0092 702-51100 4512.000 kg | 7.00000 31584.00| 8.75000 39480.00| 5.99000 27026.88 DRAIN PIPE, CAST IRON, 150 mm | | | 0093 702-51110 24546.000 kg | 6.00000 147276.00| 4.50000 110457.00| 5.35000 131321.10 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0094 702-51863 3132.000 EACH| 11.00000 34452.00| 5.50000 17226.00| 9.50000 29754.00 FIELD DRILLED HOLE IN CONCRETE | | | 0095 702-92857 455.600 m3 | 400.00000 182240.00| 525.00000 239190.00| 447.97000 204095.13 CONCRETE, C, SUBSTRUCTURE | | | 0096 702-98543 4.000 EACH| 200.00000 800.00| 530.00000 2120.00| 84.00000 336.00 DRAIN EXTENSION, CAST IRON | | | 0097 703-51030 106204.000 kg | 1.10000 116824.40| 0.97000 103017.88| 1.07000 113638.28 REINFORCING STEEL | | | 0098 703-51032 922212.000 kg | 1.25000 1152765.00| 1.15000 1060543.80| 1.16000 1069765.92 REINFORCING STEEL, EPOXY COATED | | | 0099 703-97936 1028.000 EACH| 6.00000 6168.00| 4.00000 4112.00| 9.10000 9354.80 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0100 704-05892 4711.000 m3 | 300.00000 1413300.00| 440.00000 2072840.00| 420.40000 1980504.40 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0101 706-05734 40.000 EACH| 1200.00000 48000.00| 1500.00000 60000.00| 1260.00000 50400.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0102 706-51025 2936.000 m | 100.00000 293600.00| 83.00000 243688.00| 82.95000 243541.20 CONCRETE, C, RAILING | | | 0103 707-05983 2714.000 m | 260.00000 705640.00| 220.00000 597080.00| 220.28000 597839.92 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0104 708-51813 188.000 m2 | 470.00000 88360.00| 525.00000 98700.00| 493.50000 92778.00 PNEUMATICALLY PLACED MORTAR | | | 0106 710-51864 3580.000 EACH| 13.00000 46540.00| 14.00000 50120.00| 10.24000 36659.20 FIELD DRILLED HOLE | | | 0107 711-51038 LUMP| 1600000.00000 1600000.00| 1270000.00000 1270000.00| 1294901.86000 1294901.86 STRUCTURAL STEEL | | | 0108 711-51866 740.000 EACH| 10.00000 7400.00| 11.00000 8140.00| 28.19000 20860.60 RIVET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 711-93035 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 75600.00000 75600.00 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0110 711-96800 25368.000 EACH| 1.68000 42618.24| 1.70000 43125.60| 3.14000 79655.52 STUD SHEAR CONNECTOR | | | 0111 715-05048 11196.000 m | 6.60000 73893.60| 7.25000 81171.00| 6.76000 75684.96 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0112 715-05149 14.400 m | 100.00000 1440.00| 600.00000 8640.00| 89.25000 1285.20 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0113 715-05407 292.000 m | 25.00000 7300.00| 27.50000 8030.00| 15.68000 4578.56 PIPE, END BENT DRAIN, 150 mm | | | 0114 715-91361 1016.300 m | 28.00000 28456.40| 33.50000 34046.05| 30.13000 30621.12 PIPE, PVC, 150 mm | | | 0115 718-04881 77.000 EACH| 230.00000 17710.00| 185.00000 14245.00| 267.75000 20616.75 OUTLET PROTECTOR, B | | | 0116 718-52610 2269.400 m3 | 34.00000 77159.60| 30.00000 68082.00| 33.60000 76251.84 AGGREGATE FOR UNDERDRAINS | | | 0117 720-44000 23.000 EACH| 250.00000 5750.00| 450.00000 10350.00| 315.00000 7245.00 CASTING, ADJUST TO GRADE | | | 0118 722-51842 644.000 m2 | 50.00000 32200.00| 50.00000 32200.00| 67.27000 43321.88 BRIDGE DECK OVERLAY | | | 0119 722-51846 3.300 m3 | 395.00000 1303.50| 395.00000 1303.50| 395.00000 1303.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0120 722-51852 32.000 m2 | 100.00000 3200.00| 85.00000 2720.00| 50.40000 1612.80 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0121 722-60824 635.000 m2 | 4.00000 2540.00| 5.00000 3175.00| 2.49000 1581.15 SURFACE MILLING | | | 0122 724-51927 78.600 m | 1750.00000 137550.00| 1500.00000 117900.00| 1798.79000 141384.89 EXPANSION JOINT, M | | | 0123 729-51875 4.000 m2 | 1000.00000 4000.00| 1150.00000 4600.00| 560.00000 2240.00 CONCRETE, A, PATCHING | | | 0124 801-01093 20.000 EACH| 1000.00000 20000.00| 1010.00000 20200.00| 1008.00000 20160.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0125 801-03290 2.000 EACH| 125.00000 250.00| 130.00000 260.00| 131.25000 262.50 CONSTRUCTION SIGN, C | | | 0126 801-04308 6.000 EACH| 795.00000 4770.00| 825.00000 4950.00| 834.75000 5008.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0128 801-06203 17701.000 m | 0.20000 3540.20| 0.20000 3540.20| 0.19000 3363.19 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0129 801-06207 16825.000 m | 3.00000 50475.00| 3.00000 50475.00| 2.96000 49802.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 801-06605 12.000 EACH| 195.00000 2340.00| 205.00000 2460.00| 204.75000 2457.00 BARRICADE, IIIA | | | 0131 801-06606 8.000 EACH| 295.00000 2360.00| 310.00000 2480.00| 309.75000 2478.00 BARRICADE, IIIB | | | 0132 801-06640 54.000 EACH| 195.00000 10530.00| 205.00000 11070.00| 204.75000 11056.50 CONSTRUCTION SIGN, A | | | 0133 801-06645 6.000 EACH| 45.00000 270.00| 47.00000 282.00| 47.25000 283.50 CONSTRUCTION SIGN, B | | | 0134 801-06710 1500.000 DAY | 12.00000 18000.00| 12.50000 18750.00| 12.60000 18900.00 FLASHING ARROW SIGN | | | 0135 801-06775 LUMP| 125000.00000 125000.00| 110000.00000 110000.00| 195204.45000 195204.45 MAINTAINING TRAFFIC | | | 0136 801-09133 4.000 EACH| 13300.00000 53200.00| 14000.00000 56000.00| 13965.00000 55860.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0137 801-96916 1485.000 m | 5.50000 8167.50| 5.55000 8241.75| 5.57000 8271.45 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 200 mm | | | 0138 801-96917 1540.000 m | 5.50000 8470.00| 5.55000 8547.00| 5.57000 8577.80 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 200 mm | | | 0139 802-02293 21.700 m3 | 500.00000 10850.00| 525.00000 11392.50| 525.00000 11392.50 CONCRETE, SIGN FOUNDATION | | | 0140 802-05701 129.900 m | 31.50000 4091.85| 33.00000 4286.70| 33.07000 4295.79 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0141 802-05702 337.100 m | 26.00000 8764.60| 27.50000 9270.25| 27.30000 9202.83 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-76025 20.874 m2 | 169.97000 3547.95| 180.00000 3757.32| 178.50000 3726.01 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0143 802-76035 70.867 m2 | 174.98000 12400.31| 185.00000 13110.40| 183.75000 13021.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0144 802-76045 6.480 m2 | 200.00000 1296.00| 210.00000 1360.80| 210.00000 1360.80 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0145 802-76065 6.000 m | 8.00000 48.00| 8.40000 50.40| 8.40000 50.40 SIGN POST, B | | | 0146 802-76095 3345.850 kg | 5.00000 16729.25| 5.25000 17565.71| 5.25000 17565.71 STRUCTURAL STEEL, BREAKAWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 803-02310 1078.000 kg | 1.35000 1455.30| 1.45000 1563.10| 1.42000 1530.76 REINFORCING STEEL, SIGN FOUNDATION | | | 0148 803-91441 8.000 EACH| 400.00000 3200.00| 420.00000 3360.00| 420.00000 3360.00 SIGN STRUCTURE ANCHOR BOLT | | | 0149 803-94494 2.000 EACH| 1800.00000 3600.00| 1900.00000 3800.00| 1890.00000 3780.00 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0150 804-06770 77.000 EACH| 15.00000 1155.00| 17.75000 1366.75| 15.75000 1212.75 DELINEATOR POST | | | 0151 805-06592 199.000 m | 20.00000 3980.00| 21.00000 4179.00| 21.00000 4179.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0152 805-86820 10.000 EACH| 600.00000 6000.00| 630.00000 6300.00| 630.00000 6300.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0153 805-86838 220.000 m | 4.00000 880.00| 4.20000 924.00| 4.20000 924.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0154 805-86889 330.000 m | 0.75000 247.50| 0.80000 264.00| 0.79000 260.70 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0155 805-86920 22.000 EACH| 16.00000 352.00| 17.00000 374.00| 16.80000 369.60 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0156 805-86925 8.000 EACH| 17.00000 136.00| 17.75000 142.00| 17.85000 142.80 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0157 805-86930 16.000 EACH| 11.00000 176.00| 11.55000 184.80| 11.55000 184.80 INSULATING LINK, NOT WATERPROOFED | | | 0158 805-86935 8.000 EACH| 12.00000 96.00| 12.60000 100.80| 12.60000 100.80 INSULATING LINK, WATERPROOFED | | | 0159 805-86955 1.000 EACH| 140.00000 140.00| 145.00000 145.00| 147.00000 147.00 CABLE DUCT MARKER | | | 0160 805-98335 800.000 m | 14.00000 11200.00| 14.75000 11800.00| 14.70000 11760.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0161 805-98336 70.000 m | 13.50000 945.00| 14.20000 994.00| 14.18000 992.60 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0163 807-02603 7.000 EACH| 700.00000 4900.00| 735.00000 5145.00| 735.00000 5145.00 LIGHT STANDARD, RELOCATE | | | 0164 807-78590 2.000 EACH| 560.00000 1120.00| 585.00000 1170.00| 588.00000 1176.00 HANDHOLE | | | 0165 807-84804 3.000 EACH| 1600.00000 4800.00| 1680.00000 5040.00| 1680.00000 5040.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 807-86620 3.000 EACH| 275.00000 825.00| 290.00000 870.00| 288.75000 866.25 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0167 807-86910 14.000 EACH| 40.00000 560.00| 42.00000 588.00| 42.00000 588.00 CONNECTOR KIT, UNFUSED | | | 0168 807-86915 16.000 EACH| 40.00000 640.00| 42.00000 672.00| 42.00000 672.00 CONNECTOR KIT, FUSED | | | 0169 807-86950 22.000 EACH| 10.00000 220.00| 10.50000 231.00| 10.50000 231.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0170 808-06702 379.000 m | 0.99000 375.21| 1.05000 397.95| 1.04000 394.16 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0171 808-06703 3332.500 m | 0.79000 2632.68| 0.85000 2832.63| 0.83000 2765.98 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0172 808-06705 51.000 m | 3.15000 160.65| 3.30000 168.30| 3.31000 168.81 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0173 808-06716 8270.000 m | 0.90000 7443.00| 0.85000 7029.50| 0.84000 6946.80 LINE, REMOVE | | | 0174 808-75051 7031.200 m | 3.12000 21937.34| 3.30000 23202.96| 3.28000 23062.34 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0175 808-75053 449.200 m | 6.59000 2960.23| 6.90000 3099.48| 6.92000 3108.46 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0176 808-75054 7043.800 m | 3.12000 21976.66| 3.30000 23244.54| 3.28000 23103.66 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0177 808-75061 2167.900 m | 4.00000 8671.60| 4.20000 9105.18| 4.20000 9105.18 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0178 808-75245 3328.200 m | 0.79000 2629.28| 0.85000 2828.97| 0.83000 2762.41 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0179 808-75260 20.500 m | 4.75000 97.38| 5.00000 102.50| 4.99000 102.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0180 808-75272 74.500 m | 9.50000 707.75| 10.00000 745.00| 9.98000 743.51 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 808-75297 5.500 m | 9.50000 52.25| 10.00000 55.00| 9.97000 54.84 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0182 808-75996 719.000 EACH| 4.00000 2876.00| 3.10000 2228.90| 3.10000 2228.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0183 808-75998 719.000 EACH| 23.00000 16537.00| 24.15000 17363.85| 24.15000 17363.85 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0184 808-91603 809.900 m | 0.90000 728.91| 0.95000 769.41| 0.95000 769.41 CURB PAINTING, WHITE | | | 0185 801-06614 2.000 EACH| 30000.00000 60000.00| 31080.00000 62160.00| 31080.00000 62160.00 DYNAMIC LANE MERGE SYSTEM | | | 0186 401-05459 13600.000 Mg | 34.00000 462400.00| 30.00000 408000.00| 30.98000 421328.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0187 303-52308 45251.000 Mg | 15.00000 678765.00| 12.00000 543012.00| 12.86000 581927.86 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0188 801-06198 400.000 DAY | 405.00000 162000.00| 340.00000 136000.00| 508.20000 203280.00 PATROLLER | | | 0189 401-05463 4041.000 Mg | 35.00000 141435.00| 30.25000 122240.25| 32.39000 130887.99 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0190 205-02224 12010.000 m | 6.00000 72060.00| 5.65000 67856.50| 5.46000 65574.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0191 205-02229 73.000 m | 12.65000 923.45| 7.50000 547.50| 7.51000 548.23 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0192 205-02234 14.000 EACH| 80.00000 1120.00| 63.00000 882.00| 63.00000 882.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0193 205-02236 16.000 EACH| 65.00000 1040.00| 63.00000 1008.00| 63.00000 1008.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0194 304-06464 12288.000 m3 | 44.00000 540672.00| 34.00000 417792.00| 34.28000 421232.64 SUBBASE FOR PCCP | | | 0195 601-04746 6.000 EACH| 7800.00000 46800.00| 9000.00000 54000.00| 6930.00000 41580.00 ENERGY ABSORBING TERMINAL, CZ | | | 0196 401-05467 3055.000 m | 0.95000 2902.25| 1.15000 3513.25| 1.31000 4002.05 MILLED HMA CORRUGATIONS | | | 0197 801-53072 LUMP| 45000.00000 45000.00| 47250.00000 47250.00| 47250.00000 47250.00 TEMPORARY TRAFFIC SIGNAL WITH VIDEO | | | DETECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0198 611-06723 4.000 EACH| 15000.00000 60000.00| 26000.00000 104000.00| 24150.00000 96600.00 TEMPORARY CROSSOVER , SLIP RAMP | | | 0199 501-04771 LUMP| 4500.00000 4500.00| 6000.00000 6000.00| 5828.59000 5828.59 CORING CONCRETE PAVEMENT | | | 0200 206-51225 2829.000 m3 | 15.00000 42435.00| 18.00000 50922.00| 8.96000 25347.84 EXCAVATION, DRY | | | 0201 801-06577 50.000 m | 19.00000 950.00| 19.43000 971.50| 19.43000 971.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0202 202-75997 30.000 EACH| 2.00000 60.00| 1.05000 31.50| 1.05000 31.50 PRISMATIC REFLECTOR, REMOVE | | | 0203 808-75994 30.000 EACH| 7.00000 210.00| 7.35000 220.50| 7.35000 220.50 PRISMATIC REFLECTOR | | | 0204 709-51821 LUMP| 60000.00000 60000.00| 69867.00000 69867.00| 69867.00000 69867.00 SURFACE SEAL , STR. NO. 1 | | | 0205 619-51860 LUMP| 6500.00000 6500.00| 12600.00000 12600.00| 7560.00000 7560.00 PAINT STEEL BRIDGE, PORTIONS | | | 0206 619-60999 LUMP| 20000.00000 20000.00| 24150.00000 24150.00| 23940.00000 23940.00 CLEAN STEEL BRIDGE, PARTIAL | | | 0207 709-51821 LUMP| 12000.00000 12000.00| 14385.00000 14385.00| 14385.00000 14385.00 SURFACE SEAL , STR. NO. 2 | | | 0208 709-51821 LUMP| 16000.00000 16000.00| 17030.00000 17030.00| 17031.00000 17031.00 SURFACE SEAL , STR. NO. 3 | | | 0209 709-51821 LUMP| 9000.00000 9000.00| 10070.00000 10070.00| 10069.50000 10069.50 SURFACE SEAL , STR. NO. 4 | | | 0210 709-51821 LUMP| 1500.00000 1500.00| 1711.00000 1711.00| 1711.50000 1711.50 SURFACE SEAL , STR. NO. 6 | | | 0211 202-51330 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 14784.00000 14784.00 PRESENT STRUCTURE, REMOVE , STR. NO. 6 | | | 0212 801-06640 20.000 EACH| 195.00000 3900.00| 204.75000 4095.00| 204.75000 4095.00 CONSTRUCTION SIGN, A , WORKSITE SPEED | | | LIMIT 50mph | | | SECTION TOTALS | $ 17,753,304.59| $ 18,431,051.05| $ 18,433,898.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,753,304.59| $ 18,431,051.05| $ 18,433,898.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION (3R/4R STANDARD) | | | 0001 105-01925 24.000 MOS | 1200.00000 28800.00| 1500.00000 36000.00| 1000.00000 24000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 170000.00000 170000.00| 85000.00000 85000.00| 110000.00000 110000.00 CONSTRUCTION ENGINEERING | | | 0007 110-01001 LUMP| 939000.00000 939000.00| 950000.00000 950000.00| 1010000.00000 1010000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP| 93000.00000 93000.00| 95000.00000 95000.00| 80000.00000 80000.00 CLEARING RIGHT OF WAY | | | 0018 202-02240 46571.800 m2 | 6.60000 307373.88| 6.50000 302716.70| 6.50000 302716.70 PAVEMENT, REMOVE | | | 0019 202-02241 9055.500 m | 5.25000 47541.38| 5.50000 49805.25| 5.30000 47994.15 GUARDRAIL, REMOVE | | | 0020 202-02273 12.200 m2 | 15.00000 183.00| 40.00000 488.00| 36.00000 439.20 CENTER CURB, CONCRETE, REMOVE | | | 0021 202-02274 590.500 m | 7.00000 4133.50| 10.00000 5905.00| 11.50000 6790.75 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0022 202-51328 LUMP| 404000.00000 404000.00| 410619.00000 410619.00| 800000.00000 800000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 1 | | | 0023 202-51328 LUMP| 170000.00000 170000.00| 340000.00000 340000.00| 350000.00000 350000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | 0024 202-51328 LUMP| 170000.00000 170000.00| 350000.00000 350000.00| 350000.00000 350000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 3 | | | 0025 202-51328 LUMP| 85000.00000 85000.00| 232500.00000 232500.00| 200000.00000 200000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 4 | | | 0027 202-51822 635.000 m2 | 5.00000 3175.00| 6.50000 4127.50| 5.00000 3175.00 BRIDGE DECK OVERLAY, REMOVE | | | 0028 202-60822 960.200 m2 | 5.00000 4801.00| 8.50000 8161.70| 4.20000 4032.84 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0029 202-62420 2940.000 m | 15.00000 44100.00| 20.00000 58800.00| 5.50000 16170.00 BRIDGE RAILING, REMOVE | | | 0030 202-74045 82.000 EACH| 39.00000 3198.00| 40.00000 3280.00| 40.00000 3280.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0031 202-91385 43.000 EACH| 400.00000 17200.00| 225.00000 9675.00| 375.00000 16125.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 202-96133 95.900 m | 40.00000 3836.00| 80.00000 7672.00| 65.00000 6233.50 PIPE, REMOVE | | | 0033 203-02000 35714.700 m3 | 8.50000 303574.95| 7.75000 276788.93| 11.00000 392861.70 EXCAVATION, COMMON | | | 0034 203-02046 6.000 EACH| 2750.00000 16500.00| 2000.00000 12000.00| 1000.00000 6000.00 GRADING OF GORE AREA | | | 0035 203-02070 1141.000 m3 | 14.75000 16829.75| 15.00000 17115.00| 13.50000 15403.50 BORROW | | | 0036 206-51220 630.000 m3 | 25.00000 15750.00| 39.24000 24721.20| 80.00000 50400.00 EXCAVATION, WET | | | 0037 206-51235 LUMP| 150000.00000 150000.00| 250000.00000 250000.00| 275000.00000 275000.00 COFFERDAM | | | 0038 211-02060 2137.100 m3 | 13.65000 29171.42| 15.70000 33552.47| 22.00000 47016.20 B BORROW FOR STRUCTURE BACKFILL | | | 0039 211-06467 271.200 m3 | 70.00000 18984.00| 40.00000 10848.00| 80.00000 21696.00 AGGREGATE FOR END BENT BACKFILL | | | 0040 213-52830 7.000 m3 | 200.00000 1400.00| 190.00000 1330.00| 200.00000 1400.00 FLOWABLE MORTAR | | | 0041 303-52308 712.000 Mg | 45.00000 32040.00| 11.68000 8316.16| 13.00000 9256.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0043 305-05731 4815.000 Mg | 45.00000 216675.00| 40.50000 195007.50| 50.00000 240750.00 WIDENING WITH QC/QA HMA | | | 0044 401-05455 1629.200 Mg | 39.00000 63538.80| 35.25000 57429.30| 40.40000 65819.68 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0045 401-05456 895.500 Mg | 48.00000 42984.00| 52.00000 46566.00| 55.00000 49252.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0048 401-05464 2021.100 Mg | 42.00000 84886.20| 43.00000 86907.30| 47.50000 96002.25 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0049 406-05520 14.000 Mg | 200.00000 2800.00| 165.00000 2310.00| 210.00000 2940.00 ASPHALT FOR TACK COAT | | | 0050 501-05240 8980.000 m | 25.00000 224500.00| 25.00000 224500.00| 27.70000 248746.00 CONTRACTION JOINT, D1 | | | 0051 501-05290 330.000 kg | 1.50000 495.00| 2.30000 759.00| 1.20000 396.00 REINFORCING STEEL, PAVEMENT | | | 0052 501-05310 292.000 m | 300.00000 87600.00| 265.00000 77380.00| 345.00000 100740.00 TERMINAL JOINT | | | 0053 501-06266 LUMP| 8500.00000 8500.00| 8500.00000 8500.00| 40000.00000 40000.00 PROFILOGRAPH, PCCP | | | 0054 501-06326 49392.200 m2 | 40.20000 1985566.44| 40.00000 1975688.00| 46.00000 2272041.20 QC/QA PCCP, 375 mm | | | 0056 601-01522 31.000 EACH| 1225.00000 37975.00| 1215.00000 37665.00| 1220.00000 37820.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 601-02103 81.100 m | 50.00000 4055.00| 50.00000 4055.00| 49.30000 3998.23 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0058 601-06037 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 GUARDRAIL END TREATMENT, I | | | 0059 601-94689 10.000 EACH| 3400.00000 34000.00| 3400.00000 34000.00| 3350.00000 33500.00 GUARDRAIL END TREATMENT, OS | | | 0060 601-94690 14.000 EACH| 3400.00000 47600.00| 3400.00000 47600.00| 3350.00000 46900.00 GUARDRAIL END TREATMENT, MS | | | 0061 601-99105 8386.647 m | 33.00000 276759.35| 33.00000 276759.35| 32.80000 275082.02 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0062 601-99106 7.620 m | 60.00000 457.20| 60.00000 457.20| 59.80000 455.68 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0063 601-99108 608.000 m | 48.00000 29184.00| 48.00000 29184.00| 47.50000 28880.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0064 601-99123 2.000 EACH| 2100.00000 4200.00| 2100.00000 4200.00| 2100.00000 4200.00 GUARDRAIL TRANSITION, GP | | | 0065 602-06639 997.000 m | 95.00000 94715.00| 72.00000 71784.00| 105.00000 104685.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0066 602-06646 3255.000 m | 95.00000 309225.00| 58.00000 188790.00| 90.00000 292950.00 TEMPORARY CONCRETE BARRIER | | | 0067 602-06729 428.000 EACH| 8.00000 3424.00| 8.00000 3424.00| 7.70000 3295.60 BARRIER DELINEATOR | | | 0068 603-06040 150.000 m | 55.00000 8250.00| 54.00000 8100.00| 53.00000 7950.00 FENCE, FARM FIELD, 1190 mm | | | 0069 605-06105 535.100 m | 30.00000 16053.00| 28.00000 14982.80| 31.00000 16588.10 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0070 605-06120 28.300 m | 30.00000 849.00| 83.00000 2348.90| 41.00000 1160.30 CURB, CONCRETE | | | 0071 605-06210 12.200 m | 90.00000 1098.00| 200.00000 2440.00| 160.00000 1952.00 CENTER CURB, C, CONCRETE | | | 0072 610-05527 5500.000 Mg | 40.00000 220000.00| 40.00000 220000.00| 42.00000 231000.00 HMA FOR APPROACHES | | | 0073 610-06262 2276.000 m2 | 75.00000 170700.00| 58.00000 132008.00| 56.00000 127456.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0074 611-52817 3.000 EACH| 50000.00000 150000.00| 35000.00000 105000.00| 45000.00000 135000.00 TEMPORARY CROSSOVER, B | | | 0075 616-02320 10468.000 m2 | 1.50000 15702.00| 2.00000 20936.00| 4.50000 47106.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 616-05688 5648.000 Mg | 20.00000 112960.00| 27.00000 152496.00| 19.00000 107312.00 RIPRAP, CLASS 1 | | | 0077 616-05689 3727.000 Mg | 20.00000 74540.00| 27.00000 100629.00| 20.00000 74540.00 RIPRAP, CLASS 2 | | | 0078 616-06405 348.000 Mg | 40.00000 13920.00| 27.00000 9396.00| 31.00000 10788.00 RIPRAP, REVETMENT | | | 0080 621-01004 4.000 EACH| 675.00000 2700.00| 675.00000 2700.00| 675.00000 2700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0081 621-06545 1.150 Mg | 575.00000 661.25| 560.00000 644.00| 550.00000 632.50 FERTILIZER | | | 0082 621-06548 14.100 kg | 51.00000 719.10| 51.00000 719.10| 50.00000 705.00 SEED MIXTURE, CV | | | 0083 621-06553 211.500 kg | 9.00000 1903.50| 8.90000 1882.35| 8.80000 1861.20 SEED MIXTURE, R | | | 0084 621-06565 5.800 Mg | 450.00000 2610.00| 440.00000 2552.00| 440.00000 2552.00 MULCHING MATERIAL | | | 0085 621-06574 487.000 m2 | 4.00000 1948.00| 5.60000 2727.20| 4.10000 1996.70 SODDING | | | 0086 701-03753 4585.000 m | 70.00000 320950.00| 87.00000 398895.00| 115.00000 527275.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0087 701-51195 1840.000 m | 65.00000 119600.00| 75.00000 138000.00| 105.00000 193200.00 PILE, STEEL H, HP 310 X 79 | | | 0088 702-04433 4.000 EACH| 100.00000 400.00| 260.00000 1040.00| 400.00000 1600.00 FLOOR DRAIN, PVC, 150 mm | | | 0089 702-51005 559.400 m3 | 450.00000 251730.00| 1450.00000 811130.00| 425.00000 237745.00 CONCRETE, A, SUBSTRUCTURE | | | 0090 702-51010 1183.400 m3 | 550.00000 650870.00| 700.00000 828380.00| 380.00000 449692.00 CONCRETE, B, ABOVE FOOTINGS | | | 0091 702-51015 558.000 m3 | 350.00000 195300.00| 700.00000 390600.00| 300.00000 167400.00 CONCRETE, B, FOOTINGS | | | 0092 702-51100 4512.000 kg | 12.00000 54144.00| 10.00000 45120.00| 8.60000 38803.20 DRAIN PIPE, CAST IRON, 150 mm | | | 0093 702-51110 24546.000 kg | 4.00000 98184.00| 4.00000 98184.00| 3.25000 79774.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0094 702-51863 3132.000 EACH| 15.00000 46980.00| 10.00000 31320.00| 12.00000 37584.00 FIELD DRILLED HOLE IN CONCRETE | | | 0095 702-92857 455.600 m3 | 300.00000 136680.00| 640.00000 291584.00| 325.00000 148070.00 CONCRETE, C, SUBSTRUCTURE | | | 0096 702-98543 4.000 EACH| 200.00000 800.00| 105.00000 420.00| 135.00000 540.00 DRAIN EXTENSION, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 703-51030 106204.000 kg | 1.20000 127444.80| 1.00000 106204.00| 1.15000 122134.60 REINFORCING STEEL | | | 0098 703-51032 922212.000 kg | 1.25000 1152765.00| 1.15000 1060543.80| 1.25000 1152765.00 REINFORCING STEEL, EPOXY COATED | | | 0099 703-97936 1028.000 EACH| 3.00000 3084.00| 10.00000 10280.00| 14.00000 14392.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0100 704-05892 4711.000 m3 | 400.00000 1884400.00| 430.00000 2025730.00| 350.00000 1648850.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0101 706-05734 40.000 EACH| 1200.00000 48000.00| 2000.00000 80000.00| 1350.00000 54000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0102 706-51025 2936.000 m | 85.00000 249560.00| 140.00000 411040.00| 68.00000 199648.00 CONCRETE, C, RAILING | | | 0103 707-05983 2714.000 m | 250.00000 678500.00| 210.00000 569940.00| 290.00000 787060.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0104 708-51813 188.000 m2 | 490.00000 92120.00| 486.00000 91368.00| 480.00000 90240.00 PNEUMATICALLY PLACED MORTAR | | | 0106 710-51864 3580.000 EACH| 12.00000 42960.00| 14.00000 50120.00| 11.00000 39380.00 FIELD DRILLED HOLE | | | 0107 711-51038 LUMP| 1505000.00000 1505000.00| 1184655.00000 1184655.00| 1275000.00000 1275000.00 STRUCTURAL STEEL | | | 0108 711-51866 740.000 EACH| 50.00000 37000.00| 11.00000 8140.00| 28.00000 20720.00 RIVET, REMOVE | | | 0109 711-93035 LUMP| 75000.00000 75000.00| 165600.00000 165600.00| 86000.00000 86000.00 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0110 711-96800 25368.000 EACH| 2.50000 63420.00| 1.70000 43125.60| 1.70000 43125.60 STUD SHEAR CONNECTOR | | | 0111 715-05048 11196.000 m | 6.75000 75573.00| 8.00000 89568.00| 3.90000 43664.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0112 715-05149 14.400 m | 90.00000 1296.00| 75.00000 1080.00| 235.00000 3384.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0113 715-05407 292.000 m | 30.00000 8760.00| 20.00000 5840.00| 26.00000 7592.00 PIPE, END BENT DRAIN, 150 mm | | | 0114 715-91361 1016.300 m | 30.00000 30489.00| 32.00000 32521.60| 35.00000 35570.50 PIPE, PVC, 150 mm | | | 0115 718-04881 77.000 EACH| 275.00000 21175.00| 181.00000 13937.00| 200.00000 15400.00 OUTLET PROTECTOR, B | | | 0116 718-52610 2269.400 m3 | 33.00000 74890.20| 30.00000 68082.00| 55.00000 124817.00 AGGREGATE FOR UNDERDRAINS | | | 0117 720-44000 23.000 EACH| 325.00000 7475.00| 280.00000 6440.00| 310.00000 7130.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 722-51842 644.000 m2 | 60.00000 38640.00| 58.00000 37352.00| 45.00000 28980.00 BRIDGE DECK OVERLAY | | | 0119 722-51846 3.300 m3 | 395.00000 1303.50| 395.00000 1303.50| 395.00000 1303.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0120 722-51852 32.000 m2 | 175.00000 5600.00| 120.00000 3840.00| 115.00000 3680.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0121 722-60824 635.000 m2 | 5.00000 3175.00| 4.50000 2857.50| 3.70000 2349.50 SURFACE MILLING | | | 0122 724-51927 78.600 m | 1500.00000 117900.00| 1400.00000 110040.00| 1450.00000 113970.00 EXPANSION JOINT, M | | | 0123 729-51875 4.000 m2 | 450.00000 1800.00| 370.00000 1480.00| 280.00000 1120.00 CONCRETE, A, PATCHING | | | 0124 801-01093 20.000 EACH| 1200.00000 24000.00| 800.00000 16000.00| 775.00000 15500.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0125 801-03290 2.000 EACH| 160.00000 320.00| 1000.00000 2000.00| 930.00000 1860.00 CONSTRUCTION SIGN, C | | | 0126 801-04308 6.000 EACH| 900.00000 5400.00| 400.00000 2400.00| 365.00000 2190.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0128 801-06203 17701.000 m | 0.25000 4425.25| 0.25000 4425.25| 0.25000 4425.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0129 801-06207 16825.000 m | 2.10000 35332.50| 3.25000 54681.25| 3.20000 53840.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0130 801-06605 12.000 EACH| 275.00000 3300.00| 200.00000 2400.00| 170.00000 2040.00 BARRICADE, IIIA | | | 0131 801-06606 8.000 EACH| 350.00000 2800.00| 200.00000 1600.00| 180.00000 1440.00 BARRICADE, IIIB | | | 0132 801-06640 54.000 EACH| 175.00000 9450.00| 200.00000 10800.00| 160.00000 8640.00 CONSTRUCTION SIGN, A | | | 0133 801-06645 6.000 EACH| 45.00000 270.00| 100.00000 600.00| 42.00000 252.00 CONSTRUCTION SIGN, B | | | 0134 801-06710 1500.000 DAY | 20.00000 30000.00| 20.00000 30000.00| 15.50000 23250.00 FLASHING ARROW SIGN | | | 0135 801-06775 LUMP| 200000.00000 200000.00| 250000.00000 250000.00| 220500.00000 220500.00 MAINTAINING TRAFFIC | | | 0136 801-09133 4.000 EACH| 20000.00000 80000.00| 10000.00000 40000.00| 9500.00000 38000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0137 801-96916 1485.000 m | 6.00000 8910.00| 6.50000 9652.50| 6.40000 9504.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 801-96917 1540.000 m | 6.00000 9240.00| 6.50000 10010.00| 6.40000 9856.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 200 mm | | | 0139 802-02293 21.700 m3 | 525.00000 11392.50| 520.00000 11284.00| 515.00000 11175.50 CONCRETE, SIGN FOUNDATION | | | 0140 802-05701 129.900 m | 33.00000 4286.70| 33.00000 4286.70| 32.40000 4208.76 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0141 802-05702 337.100 m | 28.00000 9438.80| 27.00000 9101.70| 26.70000 9000.57 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-76025 20.874 m2 | 185.00000 3861.69| 180.00000 3757.32| 175.00000 3652.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0143 802-76035 70.867 m2 | 190.00000 13464.73| 185.00000 13110.40| 180.00000 12756.06 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0144 802-76045 6.480 m2 | 225.00000 1458.00| 210.00000 1360.80| 210.00000 1360.80 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0145 802-76065 6.000 m | 8.50000 51.00| 9.00000 54.00| 8.25000 49.50 SIGN POST, B | | | 0146 802-76095 3345.850 kg | 5.25000 17565.71| 5.50000 18402.18| 5.20000 17398.42 STRUCTURAL STEEL, BREAKAWAY | | | 0147 803-02310 1078.000 kg | 1.50000 1617.00| 1.50000 1617.00| 1.40000 1509.20 REINFORCING STEEL, SIGN FOUNDATION | | | 0148 803-91441 8.000 EACH| 450.00000 3600.00| 415.00000 3320.00| 415.00000 3320.00 SIGN STRUCTURE ANCHOR BOLT | | | 0149 803-94494 2.000 EACH| 1900.00000 3800.00| 2000.00000 4000.00| 1900.00000 3800.00 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0150 804-06770 77.000 EACH| 17.00000 1309.00| 18.00000 1386.00| 17.50000 1347.50 DELINEATOR POST | | | 0151 805-06592 199.000 m | 21.00000 4179.00| 21.00000 4179.00| 20.60000 4099.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0152 805-86820 10.000 EACH| 625.00000 6250.00| 620.00000 6200.00| 620.00000 6200.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0153 805-86838 220.000 m | 4.25000 935.00| 4.15000 913.00| 4.10000 902.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0154 805-86889 330.000 m | 0.80000 264.00| 1.00000 330.00| 0.80000 264.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 805-86920 22.000 EACH| 17.00000 374.00| 17.00000 374.00| 16.50000 363.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0156 805-86925 8.000 EACH| 18.00000 144.00| 18.00000 144.00| 17.50000 140.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0157 805-86930 16.000 EACH| 12.00000 192.00| 12.00000 192.00| 11.40000 182.40 INSULATING LINK, NOT WATERPROOFED | | | 0158 805-86935 8.000 EACH| 13.00000 104.00| 13.00000 104.00| 12.40000 99.20 INSULATING LINK, WATERPROOFED | | | 0159 805-86955 1.000 EACH| 150.00000 150.00| 145.00000 145.00| 145.00000 145.00 CABLE DUCT MARKER | | | 0160 805-98335 800.000 m | 15.00000 12000.00| 15.00000 12000.00| 14.40000 11520.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0161 805-98336 70.000 m | 14.50000 1015.00| 14.00000 980.00| 13.90000 973.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0163 807-02603 7.000 EACH| 750.00000 5250.00| 725.00000 5075.00| 720.00000 5040.00 LIGHT STANDARD, RELOCATE | | | 0164 807-78590 2.000 EACH| 600.00000 1200.00| 580.00000 1160.00| 575.00000 1150.00 HANDHOLE | | | 0165 807-84804 3.000 EACH| 1700.00000 5100.00| 1700.00000 5100.00| 1650.00000 4950.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0166 807-86620 3.000 EACH| 300.00000 900.00| 285.00000 855.00| 285.00000 855.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0167 807-86910 14.000 EACH| 42.00000 588.00| 42.00000 588.00| 41.20000 576.80 CONNECTOR KIT, UNFUSED | | | 0168 807-86915 16.000 EACH| 42.00000 672.00| 42.00000 672.00| 41.20000 659.20 CONNECTOR KIT, FUSED | | | 0169 807-86950 22.000 EACH| 11.00000 242.00| 11.00000 242.00| 10.30000 226.60 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0170 808-06702 379.000 m | 1.10000 416.90| 1.50000 568.50| 1.05000 397.95 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0171 808-06703 3332.500 m | 0.85000 2832.63| 1.00000 3332.50| 0.85000 2832.63 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0172 808-06705 51.000 m | 3.50000 178.50| 2.00000 102.00| 3.30000 168.30 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 808-06716 8270.000 m | 0.85000 7029.50| 1.50000 12405.00| 1.40000 11578.00 LINE, REMOVE | | | 0174 808-75051 7031.200 m | 3.25000 22851.40| 3.50000 24609.20| 3.30000 23202.96 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0175 808-75053 449.200 m | 7.00000 3144.40| 7.00000 3144.40| 6.80000 3054.56 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0176 808-75054 7043.800 m | 3.25000 22892.35| 3.50000 24653.30| 3.20000 22540.16 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0177 808-75061 2167.900 m | 4.25000 9213.58| 4.50000 9755.55| 4.20000 9105.18 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0178 808-75245 3328.200 m | 0.85000 2828.97| 1.00000 3328.20| 0.85000 2828.97 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0179 808-75260 20.500 m | 5.00000 102.50| 6.25000 128.13| 4.90000 100.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0180 808-75272 74.500 m | 10.00000 745.00| 9.00000 670.50| 9.80000 730.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0181 808-75297 5.500 m | 10.00000 55.00| 11.00000 60.50| 9.80000 53.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0182 808-75996 719.000 EACH| 3.00000 2157.00| 5.50000 3954.50| 7.00000 5033.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0183 808-75998 719.000 EACH| 25.00000 17975.00| 31.00000 22289.00| 25.00000 17975.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0184 808-91603 809.900 m | 1.00000 809.90| 1.75000 1417.33| 0.95000 769.41 CURB PAINTING, WHITE | | | 0185 801-06614 2.000 EACH| 40000.00000 80000.00| 40000.00000 80000.00| 39500.00000 79000.00 DYNAMIC LANE MERGE SYSTEM | | | 0186 401-05459 13600.000 Mg | 29.00000 394400.00| 31.00000 421600.00| 32.40000 440640.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0187 303-52308 45251.000 Mg | 13.00000 588263.00| 11.68000 528531.68| 14.20000 642564.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0188 801-06198 400.000 DAY | 350.00000 140000.00| 390.00000 156000.00| 850.00000 340000.00 PATROLLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 401-05463 4041.000 Mg | 30.00000 121230.00| 31.30000 126483.30| 33.90000 136989.90 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0190 205-02224 12010.000 m | 6.50000 78065.00| 6.20000 74462.00| 6.20000 74462.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0191 205-02229 73.000 m | 13.00000 949.00| 13.00000 949.00| 13.00000 949.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0192 205-02234 14.000 EACH| 85.00000 1190.00| 83.00000 1162.00| 82.00000 1148.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0193 205-02236 16.000 EACH| 70.00000 1120.00| 68.00000 1088.00| 67.00000 1072.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0194 304-06464 12288.000 m3 | 34.00000 417792.00| 36.00000 442368.00| 38.00000 466944.00 SUBBASE FOR PCCP | | | 0195 601-04746 6.000 EACH| 7000.00000 42000.00| 7290.00000 43740.00| 7250.00000 43500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0196 401-05467 3055.000 m | 1.50000 4582.50| 1.00000 3055.00| 1.00000 3055.00 MILLED HMA CORRUGATIONS | | | 0197 801-53072 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| 46500.00000 46500.00 TEMPORARY TRAFFIC SIGNAL WITH VIDEO | | | DETECTION | | | 0198 611-06723 4.000 EACH| 50000.00000 200000.00| 20000.00000 80000.00| 6800.00000 27200.00 TEMPORARY CROSSOVER , SLIP RAMP | | | 0199 501-04771 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| 5500.00000 5500.00 CORING CONCRETE PAVEMENT | | | 0200 206-51225 2829.000 m3 | 48.00000 135792.00| 19.62000 55504.98| 45.00000 127305.00 EXCAVATION, DRY | | | 0201 801-06577 50.000 m | 20.00000 1000.00| 21.00000 1050.00| 20.60000 1030.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0202 202-75997 30.000 EACH| 5.00000 150.00| 2.50000 75.00| 6.00000 180.00 PRISMATIC REFLECTOR, REMOVE | | | 0203 808-75994 30.000 EACH| 7.50000 225.00| 8.50000 255.00| 7.30000 219.00 PRISMATIC REFLECTOR | | | 0204 709-51821 LUMP| 69000.00000 69000.00| 69000.00000 69000.00| 75000.00000 75000.00 SURFACE SEAL , STR. NO. 1 | | | 0205 619-51860 LUMP| 11000.00000 11000.00| 12400.00000 12400.00| 10500.00000 10500.00 PAINT STEEL BRIDGE, PORTIONS | | | 0206 619-60999 LUMP| 23000.00000 23000.00| 23800.00000 23800.00| 26000.00000 26000.00 CLEAN STEEL BRIDGE, PARTIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 221 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,893,791.54 ROUTE : I-65 CALL ORDER : 221 CONTRACT ID : R -24551-A COUNTIES : JACKSON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1128289 |(6) 35-1212938 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0207 709-51821 LUMP| 8000.00000 8000.00| 14200.00000 14200.00| 17000.00000 17000.00 SURFACE SEAL , STR. NO. 2 | | | 0208 709-51821 LUMP| 17000.00000 17000.00| 16800.00000 16800.00| 19000.00000 19000.00 SURFACE SEAL , STR. NO. 3 | | | 0209 709-51821 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 11000.00000 11000.00 SURFACE SEAL , STR. NO. 4 | | | 0210 709-51821 LUMP| 1700.00000 1700.00| 1700.00000 1700.00| 2200.00000 2200.00 SURFACE SEAL , STR. NO. 6 | | | 0211 202-51330 LUMP| 20000.00000 20000.00| 10100.00000 10100.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 6 | | | 0212 801-06640 20.000 EACH| 150.00000 3000.00| 200.00000 4000.00| 165.00000 3300.00 CONSTRUCTION SIGN, A , WORKSITE SPEED | | | LIMIT 50mph | | | SECTION TOTALS | $ 18,712,057.23| $ 19,844,154.58| $ 19,911,755.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,712,057.23| $ 19,844,154.58| $ 19,911,755.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/03/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0651152 0651152 0651152 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 5,612,163.29 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. CONDITIONAL BID $ 6,148,688.73 109.5600% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 12.000 MOS | 1000.00000 12000.00| 1200.00000 14400.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 34000.00000 34000.00| 120000.00000 120000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 275000.00000 275000.00| 304000.00000 304000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 60000.00000 60000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 550.000 m2 | 15.00000 8250.00| 20.00000 11000.00| PAVEMENT, REMOVE | | | 0006 202-02241 1612.000 m | 6.45000 10397.40| 8.00000 12896.00| GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP| 42000.00000 42000.00| 55000.00000 55000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 1 | | | 0010 202-51328 LUMP| 75000.00000 75000.00| 65000.00000 65000.00| PRESENT STRUCTURE, REMOVE PORTIONS ST | | | NO 3 | | | 0011 202-51328 LUMP| 7000.00000 7000.00| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE PORTIONS ST | | | NO 7 | | | 0012 202-51328 LUMP| 7000.00000 7000.00| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE PORTIONS ST | | | NO. 8 | | | 0013 202-51368 145.900 m2 | 80.00000 11672.00| 30.00000 4377.00| SLOPEWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-51822 5961.000 m2 | 3.50000 20863.50| 5.00000 29805.00| BRIDGE DECK OVERLAY, REMOVE | | | 0015 202-60820 10843.000 m2 | 2.00000 21686.00| 5.00000 54215.00| SURFACE MILLING, ASPHALT | | | 0016 202-74040 1.000 EACH| 125.00000 125.00| 325.00000 325.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0017 202-74045 8.000 EACH| 43.00000 344.00| 65.00000 520.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0018 202-74050 3.000 EACH| 350.00000 1050.00| 325.00000 975.00| SIGN, OVERHEAD, REMOVE | | | 0019 202-74055 3.000 EACH| 1552.00000 4656.00| 1700.00000 5100.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0020 202-82065 2.000 EACH| 210.00000 420.00| 650.00000 1300.00| SIGN CIRCUITRY, BOX TRUSS, REMOVE | | | 0021 202-82066 4.000 EACH| 150.00000 600.00| 325.00000 1300.00| SIGN CIRCUITRY, CANTILEVERS, REMOVE | | | 0022 202-82069 LUMP| 251.00000 251.00| 650.00000 650.00| UNDERPASS CIRCUITRY, REMOVE | | | 0023 202-86946 2.000 EACH| 195.00000 390.00| 78.00000 156.00| HANDHOLE, REMOVE | | | 0024 202-90090 273.300 m2 | 85.00000 23230.50| 105.00000 28696.50| CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0025 202-91385 17.000 EACH| 225.00000 3825.00| 175.00000 2975.00| INLET, REMOVE | | | 0026 202-94116 27.000 EACH| 60.00000 1620.00| 40.00000 1080.00| LUMINAIRE, REMOVE | | | 0027 202-94793 644.000 m | 30.00000 19320.00| 25.00000 16100.00| BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0028 203-02000 6761.000 m3 | 14.00000 94654.00| 22.00000 148742.00| EXCAVATION, COMMON | | | 0029 205-02224 210.000 m | 6.40000 1344.00| 6.50000 1365.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0030 205-02229 18.000 m | 12.05000 216.90| 12.25000 220.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0031 205-02236 26.000 EACH| 75.00000 1950.00| 80.00000 2080.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0032 206-51230 681.600 m3 | 35.00000 23856.00| 24.00000 16358.40| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 211-02060 521.700 m3 | 40.00000 20868.00| 50.00000 26085.00| B BORROW FOR STRUCTURE BACKFILL | | | 0034 213-52830 70.000 m3 | 175.00000 12250.00| 100.00000 7000.00| FLOWABLE MORTAR | | | 0035 303-52308 7126.000 Mg | 15.00000 106890.00| 18.00000 128268.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0036 305-92470 1813.000 m2 | 140.00000 253820.00| 95.00000 172235.00| PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0037 307-04041 1143.000 m2 | 55.00000 62865.00| 38.00000 43434.00| PORTLAND CEMENT CONCRETE BASE | | | 0038 401-05437 2879.000 Mg | 36.00000 103644.00| 41.50000 119478.50| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0039 401-05455 2879.000 Mg | 40.00000 115160.00| 43.50000 125236.50| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0040 401-05456 1167.000 Mg | 56.00000 65352.00| 70.00000 81690.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0041 401-05459 1585.000 Mg | 38.00000 60230.00| 50.00000 79250.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0042 401-05463 877.000 Mg | 40.00000 35080.00| 52.00000 45604.00| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0043 401-05464 478.000 Mg | 46.00000 21988.00| 64.00000 30592.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0044 401-06264 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0045 402-05470 1124.000 Mg | 30.00000 33720.00| 52.00000 58448.00| HMA BASE C25.0 mm, MAINLINE | | | 0046 402-05483 1410.000 Mg | 30.00000 42300.00| 52.00000 73320.00| HMA BASE C25.0 mm, SHOULDER | | | 0047 405-05517 15.000 Mg | 360.00000 5400.00| 315.00000 4725.00| ASPHALT FOR PRIME COAT | | | 0048 406-05520 160.140 Mg | 200.00000 32028.00| 210.00000 33629.40| ASPHALT FOR TACK COAT | | | 0049 501-05090 1274.400 m2 | 75.00000 95580.00| 70.00000 89208.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0050 601-01522 14.000 EACH| 1250.00000 17500.00| 1100.00000 15400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0051 601-04746 5.000 EACH| 8500.00000 42500.00| 13000.00000 65000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0052 601-06035 68.700 m | 75.50000 5186.85| 85.00000 5839.50| GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 601-06583 1.000 EACH| 52800.00000 52800.00| 60000.00000 60000.00| INPACT ATTENUATOR, LMC | | | 0054 601-99105 685.000 m | 34.00000 23290.00| 32.00000 21920.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0055 601-99123 1.000 EACH| 2100.00000 2100.00| 2200.00000 2200.00| GUARDRAIL TRANSITION, GP | | | 0056 601-99132 4.000 EACH| 65.00000 260.00| 100.00000 400.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0057 602-01064 74.000 m | 140.00000 10360.00| 235.00000 17390.00| BARRIER, CONCRETE | | | 0058 602-06639 1752.000 m | 85.00000 148920.00| 85.00000 148920.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0059 602-06646 1460.000 m | 82.00000 119720.00| 75.00000 109500.00| TEMPORARY CONCRETE BARRIER | | | 0060 602-06729 338.000 EACH| 6.00000 2028.00| 7.50000 2535.00| BARRIER DELINEATOR | | | 0061 604-04927 263.000 m | 160.00000 42080.00| 300.00000 78900.00| CONCRETE ,BARRIER, 840 mm | | | 0062 610-05527 22.100 Mg | 90.00000 1989.00| 165.00000 3646.50| HMA FOR APPROACHES | | | 0063 616-51367 1071.600 m2 | 60.00000 64296.00| 60.00000 64296.00| SLOPEWALL, CONCRETE, 100 mm | | | 0064 616-93772 4.000 EACH| 500.00000 2000.00| 300.00000 1200.00| INSPECTION HOLE | | | 0065 621-01004 2.000 EACH| 595.00000 1190.00| 600.00000 1200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0066 621-02363 4152.000 m2 | 0.40000 1660.80| 0.45000 1868.40| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0067 621-06559 4152.000 m2 | 0.49000 2034.48| 0.50000 2076.00| MULCHED SEEDING, R | | | 0068 621-06574 540.000 m2 | 4.45000 2403.00| 4.75000 2565.00| SODDING | | | 0069 701-51190 1708.500 m | 90.00000 153765.00| 115.00000 196477.50| PILE, STEEL H, HP 250 X 62 | | | 0070 702-51005 278.700 m3 | 600.00000 167220.00| 770.00000 214599.00| CONCRETE, A, SUBSTRUCTURE | | | 0071 702-51015 148.700 m3 | 350.00000 52045.00| 320.00000 47584.00| CONCRETE, B, FOOTINGS | | | 0072 702-51863 4057.000 EACH| 6.00000 24342.00| 12.00000 48684.00| FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 702-90915 1034.000 m3 | 350.00000 361900.00| 310.00000 320540.00| CONCRETE, A | | | 0074 703-01540 159.000 EACH| 10.00000 1590.00| 15.00000 2385.00| THREADED TIE BAR ASSEMBLY | | | 0075 703-51030 20866.000 kg | 1.50000 31299.00| 1.10000 22952.60| REINFORCING STEEL | | | 0076 703-51032 154980.000 kg | 1.75000 271215.00| 1.25000 193725.00| REINFORCING STEEL, EPOXY COATED | | | 0077 704-51002 312.500 m3 | 600.00000 187500.00| 650.00000 203125.00| CONCRETE, C, SUPERSTRUCTURE | | | 0078 706-05734 14.000 EACH| 1200.00000 16800.00| 1200.00000 16800.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0080 706-51025 1279.100 m | 100.00000 127910.00| 110.00000 140701.00| CONCRETE, C, RAILING | | | 0081 707-05972 38.000 m2 | 400.00000 15200.00| 320.00000 12160.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0082 707-05977 434.000 m2 | 300.00000 130200.00| 300.00000 130200.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0084 709-51821 LUMP| 3650.00000 3650.00| 4500.00000 4500.00| SURFACE SEAL , STRUCTURE NO. 1 | | | 0085 709-51821 LUMP| 1900.00000 1900.00| 2700.00000 2700.00| SURFACE SEAL , STRUCTURE NO. 2 | | | 0086 709-51821 LUMP| 2785.00000 2785.00| 3700.00000 3700.00| SURFACE SEAL STR NO. 3 | | | 0087 710-51864 84.000 EACH| 28.00000 2352.00| 31.00000 2604.00| FIELD DRILLED HOLE | | | 0088 711-04121 40.000 EACH| 50.00000 2000.00| 30.00000 1200.00| ANCHOR BOLT, AB1 | | | 0089 711-51038 LUMP| 80000.00000 80000.00| 85000.00000 85000.00| STRUCTURAL STEEL , STRUCTURE NO. 1 | | | 0090 711-51038 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| STRUCTURAL STEEL , STRUCTURE NO. 2 | | | 0091 711-51038 LUMP| 63000.00000 63000.00| 65000.00000 65000.00| STRUCTURAL STEEL STR NO. 3 | | | 0092 711-51090 123.000 kg | 25.00000 3075.00| 26.00000 3198.00| PLATES, BRONZE | | | 0093 711-51114 44.000 EACH| 60.00000 2640.00| 38.00000 1672.00| ANCHOR BOLT, AR22 | | | 0094 711-51866 54.000 EACH| 18.00000 972.00| 20.00000 1080.00| RIVET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 715-05048 1265.000 m | 18.00000 22770.00| 16.50000 20872.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0096 715-05149 207.000 m | 90.00000 18630.00| 90.00000 18630.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0097 715-91361 65.000 m | 55.00000 3575.00| 45.00000 2925.00| PIPE, PVC, 150 mm | | | 0098 718-04880 10.000 EACH| 800.00000 8000.00| 275.00000 2750.00| OUTLET PROTECTOR, A | | | 0099 718-52610 241.000 m3 | 44.00000 10604.00| 65.00000 15665.00| AGGREGATE FOR UNDERDRAINS | | | 0100 720-44000 1.000 EACH| 290.00000 290.00| 500.00000 500.00| CASTING, ADJUST TO GRADE | | | 0101 720-45030 1.000 EACH| 1200.00000 1200.00| 800.00000 800.00| INLET, E7 | | | 0102 720-45035 4.000 EACH| 1200.00000 4800.00| 950.00000 3800.00| INLET, F7 | | | 0103 720-45040 1.000 EACH| 2250.00000 2250.00| 950.00000 950.00| INLET, G7 | | | 0104 720-45075 3.000 EACH| 1500.00000 4500.00| 1250.00000 3750.00| INLET, R13 | | | 0105 720-94906 21.000 EACH| 1550.00000 32550.00| 1100.00000 23100.00| INLET, X5 | | | 0106 722-51401 167.200 m2 | 400.00000 66880.00| 200.00000 33440.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0107 722-51842 7203.000 m2 | 50.00000 360150.00| 55.00000 396165.00| BRIDGE DECK OVERLAY | | | 0108 722-51846 54.300 m3 | 395.00000 21448.50| 395.00000 21448.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0109 722-51852 441.600 m2 | 110.00000 48576.00| 100.00000 44160.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0110 722-51874 94.000 m2 | 95.00000 8930.00| 175.00000 16450.00| OVERLAY DAM | | | 0111 722-60824 485.000 m2 | 2.00000 970.00| 7.00000 3395.00| SURFACE MILLING | | | 0112 724-51885 406.000 m | 115.00000 46690.00| 85.00000 34510.00| STRUCTURAL EXPANSION JOINT, BS6 | | | 0113 724-51887 15.000 m | 125.00000 1875.00| 115.00000 1725.00| STRUCTURAL EXPANSION JOINT, BS8 | | | 0114 724-51890 254.100 m | 225.00000 57172.50| 240.00000 60984.00| STRUCTURAL EXPANSION JOINT, BS11 | | | 0115 729-51875 8.000 m2 | 820.00000 6560.00| 355.00000 2840.00| CONCRETE, A, PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 801-06605 2.000 EACH| 65.00000 130.00| 70.00000 140.00| BARRICADE, IIIA | | | 0117 801-06625 10.000 EACH| 69.50000 695.00| 75.00000 750.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0118 801-06640 20.000 EACH| 95.00000 1900.00| 100.00000 2000.00| CONSTRUCTION SIGN, A WORK SITE SPEED | | | LIMIT, 45 MPH. | | | 0121 801-06710 330.000 DAY | 12.00000 3960.00| 15.00000 4950.00| FLASHING ARROW SIGN | | | 0122 801-06775 LUMP| 50000.00000 50000.00| 100000.00000 100000.00| MAINTAINING TRAFFIC | | | 0123 801-09133 4.000 EACH| 8000.00000 32000.00| 7500.00000 30000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0125 802-02293 95.570 m3 | 395.00000 37750.15| 700.00000 66899.00| CONCRETE, SIGN FOUNDATION | | | 0126 802-02849 8.000 EACH| 98.00000 784.00| 215.00000 1720.00| SIGN BRACKET, TOP OF WALL MOUNTED | | | 0127 802-04893 2.000 EACH| 216.49000 432.98| 225.00000 450.00| REFERENCE POST | | | 0128 802-05701 42.200 m | 35.20000 1485.44| 35.00000 1477.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0129 802-05702 35.380 m | 28.00000 990.64| 26.00000 919.88| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0130 802-76035 12.440 m2 | 132.00000 1642.08| 155.00000 1928.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0131 802-76045 1.080 m2 | 169.99000 183.59| 190.00000 205.20| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0132 802-91122 22.000 EACH| 40.00000 880.00| 55.00000 1210.00| SIGN, GROUND MOUNTED, RESET | | | 0133 803-02310 3995.000 kg | 2.35000 9388.25| 1.75000 6991.25| REINFORCING STEEL, SIGN FOUNDATION | | | 0134 803-76110 3.000 EACH| 24850.00000 74550.00| 26500.00000 79500.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0135 803-76140 4.000 EACH| 10120.00000 40480.00| 12000.00000 48000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0136 803-76170 51.910 m | 385.00000 19985.35| 425.00000 22061.75| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 803-76175 21.400 m | 425.00000 9095.00| 490.00000 10486.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0138 803-93388 3.000 EACH| 400.00000 1200.00| 215.00000 645.00| BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0139 804-06770 10.000 EACH| 15.00000 150.00| 21.00000 210.00| DELINEATOR POST | | | 0140 805-06592 463.500 m | 39.00000 18076.50| 25.00000 11587.50| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0141 805-06595 1025.700 m | 11.85000 12154.55| 4.00000 4102.80| CONDUIT, PVC, 50 mm | | | 0142 805-86810 3.000 EACH| 2100.00000 6300.00| 3400.00000 10200.00| SERVICE POINT, II | | | 0143 805-86838 780.500 m | 5.45000 4253.73| 6.00000 4683.00| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0144 805-86889 920.000 m | 1.56000 1435.20| 1.35000 1242.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0145 805-86905 10.000 EACH| 120.00000 1200.00| 95.00000 950.00| TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | 0146 805-86920 70.000 EACH| 11.00000 770.00| 8.00000 560.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0147 805-86925 16.000 EACH| 32.00000 512.00| 17.00000 272.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0148 805-86930 67.000 EACH| 11.00000 737.00| 6.25000 418.75| INSULATING LINK, NOT WATERPROOFED | | | 0149 805-86935 36.000 EACH| 29.65000 1067.40| 16.25000 585.00| INSULATING LINK, WATERPROOFED | | | 0150 805-98335 930.500 m | 13.65000 12701.33| 17.00000 15818.50| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0151 805-98336 81.000 m | 13.85000 1121.85| 15.25000 1235.25| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0153 807-02191 5.000 EACH| 510.00000 2550.00| 300.00000 1500.00| HANDHOLE, LIGHTING | | | 0154 807-02193 12.000 EACH| 665.00000 7980.00| 575.00000 6900.00| LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 807-02370 23.000 EACH| 350.00000 8050.00| 575.00000 13225.00| LIGHT STRUCTURE, REMOVE AND RESET | | | 0156 807-82004 1.000 EACH| 620.00000 620.00| 850.00000 850.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0157 807-82005 1.000 EACH| 693.00000 693.00| 850.00000 850.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0158 807-82006 1.000 EACH| 835.00000 835.00| 850.00000 850.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 7 | | | LUMINAIRES | | | 0159 807-82016 1.000 EACH| 385.00000 385.00| 525.00000 525.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0160 807-82017 3.000 EACH| 455.00000 1365.00| 535.00000 1605.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0161 807-82054 1.000 EACH| 1220.00000 1220.00| 2000.00000 2000.00| UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0162 807-86620 27.000 EACH| 185.00000 4995.00| 235.00000 6345.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0163 807-86750 4.000 EACH| 430.00000 1720.00| 385.00000 1540.00| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0164 807-86790 31.000 EACH| 355.00000 11005.00| 350.00000 10850.00| LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0165 807-86910 36.000 EACH| 27.00000 972.00| 31.00000 1116.00| CONNECTOR KIT, UNFUSED | | | 0166 807-86915 43.000 EACH| 27.00000 1161.00| 32.00000 1376.00| CONNECTOR KIT, FUSED | | | 0167 807-86950 8.000 EACH| 23.00000 184.00| 48.00000 384.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0168 807-86955 25.000 EACH| 68.00000 1700.00| 170.00000 4250.00| CABLE DUCT MARKER | | | 0170 808-06703 1864.000 m | 0.84000 1565.76| 0.90000 1677.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0171 808-06705 559.000 m | 1.68000 939.12| 1.75000 978.25| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 808-75245 2352.000 m | 0.84000 1975.68| 0.90000 2116.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0174 808-75996 164.000 EACH| 7.29000 1195.56| 11.00000 1804.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0175 808-75998 186.000 EACH| 29.00000 5394.00| 30.00000 5580.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0176 202-51328 LUMP| 75000.00000 75000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0177 202-51328 LUMP| 55000.00000 55000.00| 50000.00000 50000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0178 202-51328 LUMP| 40000.00000 40000.00| 70000.00000 70000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0179 202-51328 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0180 709-51821 LUMP| 1960.00000 1960.00| 2600.00000 2600.00| SURFACE SEAL , STR. NO. 4 | | | 0181 709-51821 LUMP| 2270.00000 2270.00| 3000.00000 3000.00| SURFACE SEAL , STR. NO. 5 | | | 0182 709-51821 LUMP| 1225.00000 1225.00| 1650.00000 1650.00| SURFACE SEAL , STR. NO. 6 | | | 0183 801-06640 18.000 EACH| 95.00000 1710.00| 100.00000 1800.00| CONSTRUCTION SIGN, A | | | 0184 801-06198 210.000 DAY | 405.00000 85050.00| 500.00000 105000.00| PATROLLER | | | 0185 801-06209 24350.000 m | 4.25000 103487.50| 4.00000 97400.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 150 mm | | | 0186 801-06208 3450.000 m | 3.75000 12937.50| 3.75000 12937.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0187 801-04308 2.000 EACH| 160.00000 320.00| 175.00000 350.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0188 808-06716 30000.000 m | 0.90000 27000.00| 0.85000 25500.00| LINE, REMOVE | | | 0189 808-06702 872.000 m | 1.05000 915.60| 1.10000 959.20| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 231 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,696,725.05 ROUTE : I-65 CALL ORDER : 231 CONTRACT ID : R -24555-A COUNTIES : CLARK LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 808-75272 46.000 m | 16.85000 775.10| 18.00000 828.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0191 108-01614 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| PARTNERING OVERHEAD | | | SECTION TOTALS | $ 5,612,163.29| $ 6,148,688.73| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,612,163.29| $ 6,148,688.73| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : P378004 P378004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 544,561.74 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 553,726.32 101.6829% 3 35-1609544 SCHUTT-LOOKABILL CO $ 584,811.28 107.3911% 4 35-1151771 CALUMET ASPHALT PAVING CO $ 589,863.85 108.3190% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 599,425.18 110.0747% 6 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 599,965.26 110.1739% 7 35-1912582 EDSAM CONSTRUCTION, INC. $ 609,511.97 111.9270% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1609544 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-01925 8.000 MOS | 2300.00000 18400.00| 2200.00000 17600.00| 1817.58000 14540.64 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 14900.00000 14900.00| 20000.00000 20000.00| 23009.70000 23009.70 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15500.00000 15500.00| 27500.00000 27500.00| 28998.32000 28998.32 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 2750.00000 2750.00| 7035.74000 7035.74 CLEARING RIGHT OF WAY | | | 0005 202-02278 298.000 LFT | 12.50000 3725.00| 4.50000 1341.00| 5.19000 1546.62 CURB, CONCRETE, REMOVE | | | 0006 202-03000 LUMP| 1.00000 1.00| 350.00000 350.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 1 | | | 0007 202-03000 LUMP| 1.00000 1.00| 1000.00000 1000.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 3 | | | 0008 202-03000 LUMP| 3500.00000 3500.00| 5500.00000 5500.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 4 | | | 0009 202-60820 1387.000 SYS | 2.00000 2774.00| 2.25000 3120.75| 6.05000 8391.35 SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1132.95000 1132.95 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1609544 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 203-02000 2275.000 CYS | 17.95000 40836.25| 18.64000 42406.00| 16.52000 37583.00 EXCAVATION, COMMON | | | 0012 205-02224 500.000 LFT | 1.75000 875.00| 1.95000 975.00| 1.98000 990.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02234 5.000 EACH| 60.00000 300.00| 65.00000 325.00| 67.98000 339.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 2.000 EACH| 60.00000 120.00| 65.00000 130.00| 67.98000 135.96 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-02237 5.000 EACH| 40.00000 200.00| 45.00000 225.00| 45.32000 226.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 211-02060 62.000 CYS | 37.50000 2325.00| 20.00000 1240.00| 31.31000 1941.22 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-52308 250.000 TON | 40.00000 10000.00| 28.00000 7000.00| 27.11000 6777.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 303-52309 621.000 TON | 25.00000 15525.00| 19.25000 11954.25| 21.76000 13512.96 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0019 402-05468 1564.000 TON | 36.50000 57086.00| 36.00000 56304.00| 46.57000 72835.48 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 441.000 TON | 44.50000 19624.50| 42.00000 18522.00| 49.00000 21609.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 1185.000 TON | 45.00000 53325.00| 39.00000 46215.00| 42.48000 50338.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 510.000 TON | 43.00000 21930.00| 40.00000 20400.00| 41.92000 21379.20 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05509 26.000 TON | 10.00000 260.00| 12.00000 312.00| 32.85000 854.10 COVER AGGREGATE, SEAL COAT | | | 0024 404-05511 2061.000 SYS | 2.70000 5564.70| 2.30000 4740.30| 1.47000 3029.67 SEAL COAT, 2 | | | 0025 405-05517 3.000 TON | 445.00000 1335.00| 225.00000 675.00| 439.58000 1318.74 ASPHALT FOR PRIME COAT | | | 0026 406-05520 5.600 TON | 175.00000 980.00| 175.00000 980.00| 209.60000 1173.76 ASPHALT FOR TACK COAT | | | 0027 605-06120 1983.000 LFT | 16.00000 31728.00| 18.00000 35694.00| 13.45000 26671.35 CURB, CONCRETE | | | 0028 607-06185 26.000 LFT | 145.00000 3770.00| 39.00000 1014.00| 76.24000 1982.24 GUTTER, REINFORCED CONCRETE | | | 0029 610-05527 267.000 TON | 75.00000 20025.00| 75.00000 20025.00| 87.80000 23442.60 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1609544 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 615-06490 27.000 EACH| 149.00000 4023.00| 100.00000 2700.00| 104.94000 2833.38 RIGHT OF WAY MARKER | | | 0031 615-06505 1.000 EACH| 450.00000 450.00| 330.00000 330.00| 632.85000 632.85 MONUMENT, B | | | 0032 615-06527 1.000 EACH| 350.00000 350.00| 330.00000 330.00| 593.46000 593.46 MONUMENT, SECTION CORNER | | | 0033 621-06567 27.000 MG | 2.00000 54.00| 2.20000 59.40| 2.27000 61.29 WATER | | | 0034 621-06574 6855.000 SYS | 2.55000 17480.25| 2.75000 18851.25| 2.89000 19810.95 SODDING | | | 0035 715-05048 1638.000 LFT | 4.25000 6961.50| 3.00000 4914.00| 4.04000 6617.52 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0036 715-05149 848.000 LFT | 19.00000 16112.00| 21.00000 17808.00| 21.63000 18342.24 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0037 715-05151 250.000 LFT | 20.00000 5000.00| 20.50000 5125.00| 18.10000 4525.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0038 715-05152 16.000 LFT | 27.00000 432.00| 28.00000 448.00| 28.50000 456.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0039 715-05154 208.000 LFT | 27.00000 5616.00| 31.00000 6448.00| 24.20000 5033.60 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0040 715-05168 28.000 LFT | 18.00000 504.00| 17.50000 490.00| 17.16000 480.48 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0041 715-05169 28.000 LFT | 25.00000 700.00| 19.00000 532.00| 22.29000 624.12 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0042 715-46000 2.000 EACH| 250.00000 500.00| 225.00000 450.00| 323.48000 646.96 PIPE END SECTION, 12 IN. | | | 0043 715-46005 2.000 EACH| 250.00000 500.00| 245.00000 490.00| 346.14000 692.28 PIPE END SECTION, 15 IN. | | | 0044 715-97141 170.000 LFT | 14.25000 2422.50| 11.00000 1870.00| 12.56000 2135.20 PIPE, PVC OUTLET, SCHEDULE 40, 6 IN. | | | 0045 718-06531 1.000 EACH| 900.00000 900.00| 600.00000 600.00| 310.21000 310.21 OUTLET PROTECTOR, 3 | | | 0046 718-52610 132.000 CYS | 35.50000 4686.00| 27.00000 3564.00| 27.87000 3678.84 AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 927.000 SYS | 0.65000 602.55| 1.60000 1483.20| 1.90000 1761.30 GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-45015 2.000 EACH| 1425.00000 2850.00| 1315.00000 2630.00| 913.22000 1826.44 INLET, A8 | | | 0049 720-45035 2.000 EACH| 1300.00000 2600.00| 1215.00000 2430.00| 808.99000 1617.98 INLET, F7 | | | 0050 720-45040 1.000 EACH| 1700.00000 1700.00| 1690.00000 1690.00| 1478.30000 1478.30 INLET, G7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1609544 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 720-45140 1.000 EACH| 1700.00000 1700.00| 1690.00000 1690.00| 1529.81000 1529.81 INLET, G7, MODIFIED | | | 0052 720-45260 2.000 EACH| 825.00000 1650.00| 800.00000 1600.00| 618.65000 1237.30 PIPE CATCH BASIN, 12 IN. | | | 0053 720-45400 1.000 EACH| 2300.00000 2300.00| 2320.00000 2320.00| 1678.03000 1678.03 MANHOLE, A4 | | | 0054 801-06606 1.000 EACH| 90.00000 90.00| 210.00000 210.00| 101.97000 101.97 BARRICADE, IIIB | | | 0055 801-06640 34.000 EACH| 70.00000 2380.00| 95.00000 3230.00| 79.31000 2696.54 CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 35.00000 140.00| 30.00000 120.00| 39.66000 158.64 CONSTRUCTION SIGN, B | | | 0058 801-06710 90.000 DAY | 17.50000 1575.00| 22.00000 1980.00| 32.96000 2966.40 FLASHING ARROW SIGN | | | 0059 801-06775 LUMP| 10000.00000 10000.00| 22700.00000 22700.00| 24883.08000 24883.08 MAINTAINING TRAFFIC | | | 0060 802-76025 45.000 SFT | 23.50000 1057.50| 25.00000 1125.00| 26.63000 1198.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0061 802-76035 6.220 SFT | 28.00000 174.16| 29.00000 180.38| 31.72000 197.30 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0062 804-06770 2.000 EACH| 42.00000 84.00| 44.00000 88.00| 47.59000 95.18 DELINEATOR POST | | | 0063 805-01815 4.000 EACH| 1350.00000 5400.00| 1450.00000 5800.00| 1529.48000 6117.92 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0064 805-01842 8.000 EACH| 650.00000 5200.00| 700.00000 5600.00| 736.42000 5891.36 HANDHOLE, SIGNAL | | | 0065 805-01844 1680.000 LFT | 7.00000 11760.00| 7.50000 12600.00| 7.93000 13322.40 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0066 805-02087 LUMP| 200.00000 200.00| 220.00000 220.00| 226.59000 226.59 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0067 805-78109 1.000 EACH| 10500.00000 10500.00| 11000.00000 11000.00| 11895.98000 11895.98 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0068 805-78205 8.000 EACH| 425.00000 3400.00| 450.00000 3600.00| 481.51000 3852.08 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1609544 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 805-78415 4.000 EACH| 1350.00000 5400.00| 1450.00000 5800.00| 1529.48000 6117.92 SPAN, CATENARY, AND TETHER | | | 0070 805-78420 4.000 EACH| 225.00000 900.00| 250.00000 1000.00| 254.92000 1019.68 DISCONNECT HANGER | | | 0071 805-78445 1.000 EACH| 450.00000 450.00| 500.00000 500.00| 509.83000 509.83 SIGNAL SERVICE | | | 0072 805-78467 50.000 LFT | 1.75000 87.50| 1.95000 97.50| 1.98000 99.00 SIGNAL CABLE, 3C 8GA. | | | 0073 805-78470 3670.000 LFT | 0.15000 550.50| 0.17000 623.90| 0.17000 623.90 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0074 805-78485 315.000 LFT | 1.10000 346.50| 1.20000 378.00| 1.25000 393.75 SIGNAL CABLE, 5C 14GA. | | | 0075 805-78490 770.000 LFT | 1.20000 924.00| 1.30000 1001.00| 1.35000 1039.50 SIGNAL CABLE, 7C 14GA. | | | 0076 805-78510 2552.000 LFT | 0.90000 2296.80| 1.00000 2552.00| 1.02000 2603.04 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0077 805-78785 8.000 EACH| 500.00000 4000.00| 550.00000 4400.00| 566.48000 4531.84 SIGNAL DETECTOR HOUSING | | | 0078 805-78795 870.000 LFT | 6.60000 5742.00| 7.35000 6394.50| 7.48000 6507.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0079 805-78925 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 566.48000 566.48 CONTROLLER CABINET FOUNDATION, P1 | | | 0080 805-81032 3.000 EACH| 2800.00000 8400.00| 3100.00000 9300.00| 3172.26000 9516.78 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0081 805-81060 1.000 EACH| 3450.00000 3450.00| 3600.00000 3600.00| 3908.68000 3908.68 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0082 805-92504 8.000 EACH| 275.00000 2200.00| 295.00000 2360.00| 311.57000 2492.56 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0083 805-94971 1005.000 LFT | 3.75000 3768.75| 4.15000 4170.75| 4.25000 4271.25 FIBER OPTICS CABLE | | | 0084 805-96014 110.000 LFT | 35.00000 3850.00| 2.20000 242.00| 2.55000 280.50 SAW CUT, FULL DEPTH | | | 0085 808-06701 768.000 LFT | 0.27000 207.36| 0.39000 299.52| 0.33000 253.44 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0086 808-06703 1623.000 LFT | 0.27000 438.21| 0.39000 632.97| 0.33000 535.59 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0087 808-06713 3210.000 LFT | 0.20000 642.00| 0.17000 545.70| 0.28000 898.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0088 808-06716 2904.000 LFT | 0.01000 29.04| 0.10000 290.40| 0.47000 1364.88 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1609544 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 808-75245 1586.000 LFT | 0.27000 428.22| 0.45000 713.70| 0.33000 523.38 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0090 808-75297 276.000 LFT | 2.75000 759.00| 3.00000 828.00| 3.45000 952.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0091 808-75320 14.000 EACH| 47.00000 658.00| 43.00000 602.00| 56.65000 793.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0092 808-75325 12.000 EACH| 52.00000 624.00| 54.00000 648.00| 73.65000 883.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0093 808-75998 125.000 EACH| 40.00000 5000.00| 29.00000 3625.00| 33.99000 4248.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0094 808-92027 2160.000 LFT | 0.75000 1620.00| 0.75000 1620.00| 0.66000 1425.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0095 801-06207 4521.000 LFT | 1.45000 6555.45| 0.85000 3842.85| 1.05000 4747.05 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0096 808-75272 98.000 LFT | 2.75000 269.50| 3.00000 294.00| 3.62000 354.76 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0097 801-04308 1.000 EACH| 300.00000 300.00| 210.00000 210.00| 339.89000 339.89 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 544,561.74| $ 553,726.32| $ 584,811.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 544,561.74| $ 553,726.32| $ 584,811.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1136349 |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-01925 8.000 MOS | 1958.50000 15668.00| 1810.00000 14480.00| 1187.61000 9500.88 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 5594.74000 5594.74| 25000.00000 25000.00| 42000.00000 42000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 29000.00000 29000.00| 29900.00000 29900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22362.98000 22362.98| 15000.00000 15000.00| 11900.00000 11900.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 298.000 LFT | 5.33000 1588.34| 9.00000 2682.00| 1.44000 429.12 CURB, CONCRETE, REMOVE | | | 0006 202-03000 LUMP| 400.00000 400.00| 100.00000 100.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 1 | | | 0007 202-03000 LUMP| 400.00000 400.00| 100.00000 100.00| 12115.98000 12115.98 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 3 | | | 0008 202-03000 LUMP| 3730.00000 3730.00| 3900.00000 3900.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 4 | | | 0009 202-60820 1387.000 SYS | 4.15000 5756.05| 3.00000 4161.00| 2.44000 3384.28 SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 1065.65000 1065.66| 1100.00000 1100.00| 1113.12000 1113.12 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 203-02000 2275.000 CYS | 22.40000 50960.00| 23.00000 52325.00| 8.41000 19132.75 EXCAVATION, COMMON | | | 0012 205-02224 500.000 LFT | 1.86000 930.00| 1.90000 950.00| 1.95000 975.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02234 5.000 EACH| 63.94000 319.70| 65.00000 325.00| 66.79000 333.95 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 2.000 EACH| 63.94000 127.88| 65.00000 130.00| 66.79000 133.58 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-02237 5.000 EACH| 42.63000 213.15| 42.00000 210.00| 44.52000 222.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 211-02060 62.000 CYS | 30.74000 1905.88| 18.00000 1116.00| 9.21000 571.02 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1136349 |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 303-52308 250.000 TON | 19.37000 4842.50| 30.00000 7500.00| 14.47000 3617.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 303-52309 621.000 TON | 17.66000 10966.86| 28.00000 17388.00| 15.58000 9675.18 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0019 402-05468 1564.000 TON | 41.31000 64608.84| 41.10000 64280.40| 45.75000 71553.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 441.000 TON | 42.06000 18548.46| 43.25000 19073.25| 48.14000 21229.74 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 1185.000 TON | 45.47000 53881.95| 37.50000 44437.50| 41.74000 49461.90 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 510.000 TON | 39.09000 19935.90| 37.00000 18870.00| 41.19000 21006.90 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05509 26.000 TON | 66.29000 1723.54| 29.00000 754.00| 32.28000 839.28 COVER AGGREGATE, SEAL COAT | | | 0024 404-05511 2061.000 SYS | 0.86000 1772.46| 1.30000 2679.30| 1.45000 2988.45 SEAL COAT, 2 | | | 0025 405-05517 3.000 TON | 150.00000 450.00| 388.00000 1164.00| 431.89000 1295.67 ASPHALT FOR PRIME COAT | | | 0026 406-05520 5.600 TON | 150.00000 840.00| 185.00000 1036.00| 205.93000 1153.21 ASPHALT FOR TACK COAT | | | 0027 605-06120 1983.000 LFT | 18.60000 36883.80| 15.00000 29745.00| 9.83000 19492.89 CURB, CONCRETE | | | 0028 607-06185 26.000 LFT | 26.64000 692.64| 25.00000 650.00| 21.79000 566.54 GUTTER, REINFORCED CONCRETE | | | 0029 610-05527 267.000 TON | 51.54000 13761.18| 77.50000 20692.50| 86.27000 23034.09 HMA FOR APPROACHES | | | 0030 615-06490 27.000 EACH| 102.30000 2762.10| 300.00000 8100.00| 111.31000 3005.37 RIGHT OF WAY MARKER | | | 0031 615-06505 1.000 EACH| 532.83000 532.83| 500.00000 500.00| 333.94000 333.94 MONUMENT, B | | | 0032 615-06527 1.000 EACH| 852.53000 852.53| 590.00000 590.00| 378.46000 378.46 MONUMENT, SECTION CORNER | | | 0033 621-06567 27.000 MG | 2.13000 57.51| 2.20000 59.40| 2.23000 60.21 WATER | | | 0034 621-06574 6855.000 SYS | 2.72000 18645.60| 2.75000 18851.25| 2.84000 19468.20 SODDING | | | 0035 715-05048 1638.000 LFT | 2.89000 4733.82| 3.00000 4914.00| 3.94000 6453.72 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0036 715-05149 848.000 LFT | 20.54000 17417.92| 24.00000 20352.00| 19.61000 16629.28 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0037 715-05151 250.000 LFT | 23.40000 5850.00| 27.00000 6750.00| 24.07000 6017.50 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1136349 |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-05152 16.000 LFT | 28.35000 453.60| 70.00000 1120.00| 30.92000 494.72 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0039 715-05154 208.000 LFT | 30.50000 6344.00| 31.00000 6448.00| 44.71000 9299.68 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0040 715-05168 28.000 LFT | 21.74000 608.72| 42.00000 1176.00| 27.43000 768.04 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0041 715-05169 28.000 LFT | 24.09000 674.52| 42.00000 1176.00| 30.43000 852.04 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0042 715-46000 2.000 EACH| 586.12000 1172.24| 200.00000 400.00| 396.37000 792.74 PIPE END SECTION, 12 IN. | | | 0043 715-46005 2.000 EACH| 636.20000 1272.40| 225.00000 450.00| 214.38000 428.76 PIPE END SECTION, 15 IN. | | | 0044 715-97141 170.000 LFT | 12.03000 2045.10| 11.00000 1870.00| 11.69000 1987.30 PIPE, PVC OUTLET, SCHEDULE 40, 6 IN. | | | 0045 718-06531 1.000 EACH| 1289.45000 1289.45| 700.00000 700.00| 640.04000 640.04 OUTLET PROTECTOR, 3 | | | 0046 718-52610 132.000 CYS | 28.15000 3715.80| 27.00000 3564.00| 27.83000 3673.56 AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 927.000 SYS | 1.09000 1010.43| 1.40000 1297.80| 1.45000 1344.15 GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-45015 2.000 EACH| 1451.44000 2902.88| 1350.00000 2700.00| 1427.27000 2854.54 INLET, A8 | | | 0049 720-45035 2.000 EACH| 1323.56000 2647.12| 1250.00000 2500.00| 1234.70000 2469.40 INLET, F7 | | | 0050 720-45040 1.000 EACH| 1802.04000 1802.04| 1790.00000 1790.00| 1576.43000 1576.43 INLET, G7 | | | 0051 720-45140 1.000 EACH| 1802.04000 1802.04| 1790.00000 1790.00| 1579.16000 1579.16 INLET, G7, MODIFIED | | | 0052 720-45260 2.000 EACH| 588.25000 1176.50| 725.00000 1450.00| 534.90000 1069.80 PIPE CATCH BASIN, 12 IN. | | | 0053 720-45400 1.000 EACH| 2674.82000 2674.82| 2325.00000 2325.00| 1969.01000 1969.01 MANHOLE, A4 | | | 0054 801-06606 1.000 EACH| 199.28000 199.28| 100.00000 100.00| 100.18000 100.18 BARRICADE, IIIB | | | 0055 801-06640 34.000 EACH| 93.78000 3188.52| 85.00000 2890.00| 77.92000 2649.28 CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 31.97000 127.88| 27.00000 108.00| 38.96000 155.84 CONSTRUCTION SIGN, B | | | 0058 801-06710 90.000 DAY | 15.99000 1439.10| 13.00000 1170.00| 15.92000 1432.80 FLASHING ARROW SIGN | | | 0059 801-06775 LUMP| 37230.00000 37230.00| 15000.00000 15000.00| 9653.43000 9653.43 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1136349 |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-76025 45.000 SFT | 25.04000 1126.80| 26.00000 1170.00| 26.16000 1177.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0061 802-76035 6.220 SFT | 29.84000 185.60| 31.00000 192.82| 31.17000 193.88 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0062 804-06770 2.000 EACH| 44.76000 89.52| 47.00000 94.00| 46.75000 93.50 DELINEATOR POST | | | 0063 805-01815 4.000 EACH| 1438.65000 5754.60| 1512.00000 6048.00| 1502.71000 6010.84 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0064 805-01842 8.000 EACH| 692.68000 5541.44| 725.00000 5800.00| 723.53000 5788.24 HANDHOLE, SIGNAL | | | 0065 805-01844 1680.000 LFT | 7.46000 12532.80| 7.80000 13104.00| 7.79000 13087.20 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0066 805-02087 LUMP| 213.13000 213.13| 220.00000 220.00| 222.62000 222.62 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0067 805-78109 1.000 EACH| 11189.48000 11189.48| 11750.00000 11750.00| 11687.77000 11687.77 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0068 805-78205 8.000 EACH| 452.91000 3623.28| 475.00000 3800.00| 473.08000 3784.64 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0069 805-78415 4.000 EACH| 1438.65000 5754.60| 1500.00000 6000.00| 1502.71000 6010.84 SPAN, CATENARY, AND TETHER | | | 0070 805-78420 4.000 EACH| 239.78000 959.12| 250.00000 1000.00| 250.45000 1001.80 DISCONNECT HANGER | | | 0071 805-78445 1.000 EACH| 479.55000 479.55| 500.00000 500.00| 500.90000 500.90 SIGNAL SERVICE | | | 0072 805-78467 50.000 LFT | 1.87000 93.50| 1.95000 97.50| 1.95000 97.50 SIGNAL CABLE, 3C 8GA. | | | 0073 805-78470 3670.000 LFT | 0.16000 587.20| 0.15000 550.50| 0.17000 623.90 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0074 805-78485 315.000 LFT | 1.17000 368.55| 1.20000 378.00| 1.22000 384.30 SIGNAL CABLE, 5C 14GA. | | | 0075 805-78490 770.000 LFT | 1.28000 985.60| 1.30000 1001.00| 1.34000 1031.80 SIGNAL CABLE, 7C 14GA. | | | 0076 805-78510 2552.000 LFT | 0.96000 2449.92| 1.00000 2552.00| 1.00000 2552.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1136349 |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 805-78785 8.000 EACH| 532.83000 4262.64| 555.00000 4440.00| 556.56000 4452.48 SIGNAL DETECTOR HOUSING | | | 0078 805-78795 870.000 LFT | 7.03000 6116.10| 7.25000 6307.50| 7.35000 6394.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0079 805-78925 1.000 EACH| 532.83000 532.83| 555.00000 555.00| 556.56000 556.56 CONTROLLER CABINET FOUNDATION, P1 | | | 0080 805-81032 3.000 EACH| 2983.86000 8951.58| 3125.00000 9375.00| 3116.74000 9350.22 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0081 805-81060 1.000 EACH| 3676.54000 3676.54| 3850.00000 3850.00| 3840.27000 3840.27 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0082 805-92504 8.000 EACH| 293.06000 2344.48| 300.00000 2400.00| 306.11000 2448.88 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0083 805-94971 1005.000 LFT | 4.00000 4020.00| 4.15000 4170.75| 4.17000 4190.85 FIBER OPTICS CABLE | | | 0084 805-96014 110.000 LFT | 3.92000 431.20| 85.00000 9350.00| 2.23000 245.30 SAW CUT, FULL DEPTH | | | 0085 808-06701 768.000 LFT | 0.37000 284.16| 0.28000 215.04| 0.32000 245.76 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0086 808-06703 1623.000 LFT | 0.37000 600.51| 0.28000 454.44| 0.32000 519.36 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0087 808-06713 3210.000 LFT | 0.16000 513.60| 0.20000 642.00| 0.28000 898.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0088 808-06716 2904.000 LFT | 0.10000 290.40| 0.50000 1452.00| 0.47000 1364.88 LINE, REMOVE | | | 0089 808-75245 1586.000 LFT | 0.44000 697.84| 0.28000 444.08| 0.32000 507.52 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0090 808-75297 276.000 LFT | 2.95000 814.20| 3.30000 910.80| 3.39000 935.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0091 808-75320 14.000 EACH| 42.63000 596.82| 57.00000 798.00| 55.66000 779.24 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0092 808-75325 12.000 EACH| 53.28000 639.36| 77.00000 924.00| 72.35000 868.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0093 808-75998 125.000 EACH| 29.31000 3663.75| 30.00000 3750.00| 44.52000 5565.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0094 808-92027 2160.000 LFT | 0.74000 1598.40| 0.50000 1080.00| 0.65000 1404.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1136349 |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 801-06207 4521.000 LFT | 0.85000 3842.85| 0.95000 4294.95| 1.04000 4701.84 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0096 808-75272 98.000 LFT | 2.95000 289.10| 3.30000 323.40| 3.56000 348.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0097 801-04308 1.000 EACH| 203.54000 203.54| 440.00000 440.00| 333.94000 333.94 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 589,863.85| $ 599,425.18| $ 599,965.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 589,863.85| $ 599,425.18| $ 599,965.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-01925 8.000 MOS | 1430.00000 11440.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 30000.00000 30000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45500.00000 45500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13500.00000 13500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02278 298.000 LFT | 11.00000 3278.00| | CURB, CONCRETE, REMOVE | | | 0006 202-03000 LUMP| 1100.00000 1100.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 1 | | | 0007 202-03000 LUMP| 3850.00000 3850.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 3 | | | 0008 202-03000 LUMP| 3850.00000 3850.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 4 | | | 0009 202-60820 1387.000 SYS | 4.40000 6102.80| | SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 1100.00000 1100.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 203-02000 2275.000 CYS | 13.20000 30030.00| | EXCAVATION, COMMON | | | 0012 205-02224 500.000 LFT | 2.00000 1000.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02234 5.000 EACH| 66.00000 330.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 2.000 EACH| 66.00000 132.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-02237 5.000 EACH| 44.00000 220.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 211-02060 62.000 CYS | 33.00000 2046.00| | B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 303-52308 250.000 TON | 17.60000 4400.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 303-52309 621.000 TON | 18.70000 11612.70| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0019 402-05468 1564.000 TON | 46.20000 72256.80| | HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 441.000 TON | 48.40000 21344.40| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 1185.000 TON | 41.80000 49533.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 510.000 TON | 40.70000 20757.00| | HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05509 26.000 TON | 32.00000 832.00| | COVER AGGREGATE, SEAL COAT | | | 0024 404-05511 2061.000 SYS | 1.45000 2988.45| | SEAL COAT, 2 | | | 0025 405-05517 3.000 TON | 430.00000 1290.00| | ASPHALT FOR PRIME COAT | | | 0026 406-05520 5.600 TON | 200.00000 1120.00| | ASPHALT FOR TACK COAT | | | 0027 605-06120 1983.000 LFT | 20.90000 41444.70| | CURB, CONCRETE | | | 0028 607-06185 26.000 LFT | 33.00000 858.00| | GUTTER, REINFORCED CONCRETE | | | 0029 610-05527 267.000 TON | 85.80000 22908.60| | HMA FOR APPROACHES | | | 0030 615-06490 27.000 EACH| 110.00000 2970.00| | RIGHT OF WAY MARKER | | | 0031 615-06505 1.000 EACH| 440.00000 440.00| | MONUMENT, B | | | 0032 615-06527 1.000 EACH| 440.00000 440.00| | MONUMENT, SECTION CORNER | | | 0033 621-06567 27.000 MG | 2.20000 59.40| | WATER | | | 0034 621-06574 6855.000 SYS | 3.00000 20565.00| | SODDING | | | 0035 715-05048 1638.000 LFT | 3.30000 5405.40| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0036 715-05149 848.000 LFT | 17.60000 14924.80| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0037 715-05151 250.000 LFT | 18.70000 4675.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-05152 16.000 LFT | 24.20000 387.20| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0039 715-05154 208.000 LFT | 29.70000 6177.60| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0040 715-05168 28.000 LFT | 17.60000 492.80| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0041 715-05169 28.000 LFT | 18.70000 523.60| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0042 715-46000 2.000 EACH| 250.00000 500.00| | PIPE END SECTION, 12 IN. | | | 0043 715-46005 2.000 EACH| 275.00000 550.00| | PIPE END SECTION, 15 IN. | | | 0044 715-97141 170.000 LFT | 8.80000 1496.00| | PIPE, PVC OUTLET, SCHEDULE 40, 6 IN. | | | 0045 718-06531 1.000 EACH| 550.00000 550.00| | OUTLET PROTECTOR, 3 | | | 0046 718-52610 132.000 CYS | 27.50000 3630.00| | AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 927.000 SYS | 1.65000 1529.55| | GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-45015 2.000 EACH| 1210.00000 2420.00| | INLET, A8 | | | 0049 720-45035 2.000 EACH| 990.00000 1980.00| | INLET, F7 | | | 0050 720-45040 1.000 EACH| 1430.00000 1430.00| | INLET, G7 | | | 0051 720-45140 1.000 EACH| 1650.00000 1650.00| | INLET, G7, MODIFIED | | | 0052 720-45260 2.000 EACH| 825.00000 1650.00| | PIPE CATCH BASIN, 12 IN. | | | 0053 720-45400 1.000 EACH| 2200.00000 2200.00| | MANHOLE, A4 | | | 0054 801-06606 1.000 EACH| 99.00000 99.00| | BARRICADE, IIIB | | | 0055 801-06640 34.000 EACH| 77.00000 2618.00| | CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 38.50000 154.00| | CONSTRUCTION SIGN, B | | | 0058 801-06710 90.000 DAY | 18.00000 1620.00| | FLASHING ARROW SIGN | | | 0059 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-76025 45.000 SFT | 26.40000 1188.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0061 802-76035 6.220 SFT | 31.00000 192.82| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0062 804-06770 2.000 EACH| 50.00000 100.00| | DELINEATOR POST | | | 0063 805-01815 4.000 EACH| 1485.00000 5940.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0064 805-01842 8.000 EACH| 715.00000 5720.00| | HANDHOLE, SIGNAL | | | 0065 805-01844 1680.000 LFT | 7.70000 12936.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0066 805-02087 LUMP| 220.00000 220.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0067 805-78109 1.000 EACH| 11550.00000 11550.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0068 805-78205 8.000 EACH| 467.50000 3740.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0069 805-78415 4.000 EACH| 1485.00000 5940.00| | SPAN, CATENARY, AND TETHER | | | 0070 805-78420 4.000 EACH| 247.50000 990.00| | DISCONNECT HANGER | | | 0071 805-78445 1.000 EACH| 495.00000 495.00| | SIGNAL SERVICE | | | 0072 805-78467 50.000 LFT | 2.00000 100.00| | SIGNAL CABLE, 3C 8GA. | | | 0073 805-78470 3670.000 LFT | 0.20000 734.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0074 805-78485 315.000 LFT | 1.20000 378.00| | SIGNAL CABLE, 5C 14GA. | | | 0075 805-78490 770.000 LFT | 1.30000 1001.00| | SIGNAL CABLE, 7C 14GA. | | | 0076 805-78510 2552.000 LFT | 1.00000 2552.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 805-78785 8.000 EACH| 550.00000 4400.00| | SIGNAL DETECTOR HOUSING | | | 0078 805-78795 870.000 LFT | 7.30000 6351.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0079 805-78925 1.000 EACH| 550.00000 550.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0080 805-81032 3.000 EACH| 3080.00000 9240.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0081 805-81060 1.000 EACH| 3795.00000 3795.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0082 805-92504 8.000 EACH| 302.50000 2420.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0083 805-94971 1005.000 LFT | 4.20000 4221.00| | FIBER OPTICS CABLE | | | 0084 805-96014 110.000 LFT | 4.40000 484.00| | SAW CUT, FULL DEPTH | | | 0085 808-06701 768.000 LFT | 0.35000 268.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0086 808-06703 1623.000 LFT | 0.35000 568.05| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0087 808-06713 3210.000 LFT | 0.30000 963.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0088 808-06716 2904.000 LFT | 0.45000 1306.80| | LINE, REMOVE | | | 0089 808-75245 1586.000 LFT | 0.35000 555.10| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0090 808-75297 276.000 LFT | 3.35000 924.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0091 808-75320 14.000 EACH| 55.00000 770.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0092 808-75325 12.000 EACH| 71.50000 858.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0093 808-75998 125.000 EACH| 44.00000 5500.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0094 808-92027 2160.000 LFT | 0.65000 1404.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 235 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,581.43 ROUTE : US 40 CALL ORDER : 235 CONTRACT ID : R -24557-A COUNTIES : HANCOCK LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 801-06207 4521.000 LFT | 1.00000 4521.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0096 808-75272 98.000 LFT | 3.50000 343.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0097 801-04308 1.000 EACH| 330.00000 330.00| | ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 609,511.97| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 609,511.97| | ==================================================================================================================================== PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/29/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : H045005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 3,670,307.30 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,700,637.75 100.8263% 3 35-1489621 HRP CONSTRUCTION, INC. $ 3,743,561.74 101.9958% 4 35-1212938 ATLAS EXCAVATING, INC. $ 4,190,753.60 114.1799% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 18.000 MOS | 1330.00000 23940.00| 2000.00000 36000.00| 900.00000 16200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 40000.00000 40000.00| 69000.00000 69000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 184383.00000 184383.00| 185000.00000 185000.00| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 73753.00000 73753.00| 100000.00000 100000.00| 70000.00000 70000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 112.000 m | 20.00000 2240.00| 20.00000 2240.00| 6.00000 672.00 CURB, CONCRETE, REMOVE | | | 0006 202-60820 1160.000 m2 | 4.80000 5568.00| 3.88000 4500.80| 4.50000 5220.00 SURFACE MILLING, ASPHALT | | | 0007 202-93615 20.000 m2 | 16.40000 328.00| 16.40000 328.00| 20.00000 400.00 CONCRETE, REMOVE | | | 0008 202-96151 LUMP| 825.00000 825.00| 2000.00000 2000.00| 2000.00000 2000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0009 203-02000 35250.000 m3 | 9.00000 317250.00| 9.60000 338400.00| 18.00000 634500.00 EXCAVATION, COMMON | | | 0010 203-02801 2300.000 m3 | 10.00000 23000.00| 10.00000 23000.00| 10.00000 23000.00 BACKFILL FOR WATER MAIN | | | 0011 205-02224 1700.000 m | 5.25000 8925.00| 5.25000 8925.00| 5.25000 8925.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02234 6.000 EACH| 55.00000 330.00| 55.00000 330.00| 55.00000 330.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 101.000 EACH| 55.00000 5555.00| 55.00000 5555.00| 55.00000 5555.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02237 100.000 EACH| 25.00000 2500.00| 25.00000 2500.00| 25.00000 2500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02050 250.000 m3 | 19.00000 4750.00| 19.00000 4750.00| 10.00000 2500.00 B BORROW | | | 0016 211-02060 3200.000 m3 | 10.00000 32000.00| 10.00000 32000.00| 10.00000 32000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-04075 100.000 Mg | 100.00000 10000.00| 77.00000 7700.00| 20.00000 2000.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0018 303-52308 3300.000 Mg | 19.00000 62700.00| 19.00000 62700.00| 12.00000 39600.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 303-52309 1200.000 Mg | 20.00000 24000.00| 20.00000 24000.00| 14.00000 16800.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0020 305-05204 260.000 Mg | 72.30000 18798.00| 72.30000 18798.00| 63.50000 16510.00 HMA FOR PATCHING | | | 0021 401-05437 18000.000 Mg | 39.00000 702000.00| 39.00000 702000.00| 37.00000 666000.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05454 5850.000 Mg | 40.75000 238387.50| 40.75000 238387.50| 42.00000 245700.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0023 401-05456 2500.000 Mg | 46.80000 117000.00| 46.80000 117000.00| 55.00000 137500.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 401-06264 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0025 402-05481 720.000 Mg | 42.60000 30672.00| 42.60000 30672.00| 41.00000 29520.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05486 210.000 Mg | 44.00000 9240.00| 44.00000 9240.00| 44.00000 9240.00 HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0027 402-05490 100.000 Mg | 66.50000 6650.00| 66.50000 6650.00| 52.00000 5200.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0028 406-05520 40.000 Mg | 180.00000 7200.00| 180.00000 7200.00| 1.00000 40.00 ASPHALT FOR TACK COAT | | | 0029 603-06045 150.000 m | 27.00000 4050.00| 27.00000 4050.00| 27.00000 4050.00 FENCE, CHAIN LINK, 1220 mm | | | 0030 604-44251 1.500 m3 | 3600.00000 5400.00| 3600.00000 5400.00| 1902.89000 2854.34 STEPS, CONCRETE | | | 0031 604-91531 25.000 m2 | 100.00000 2500.00| 100.00000 2500.00| 42.93000 1073.25 SIDEWALK, CONCRETE, 100 mm | | | 0032 605-06120 13.000 m | 185.00000 2405.00| 185.00000 2405.00| 95.20000 1237.60 CURB, CONCRETE | | | 0033 605-06155 1645.000 m | 65.00000 106925.00| 51.00000 83895.00| 38.50000 63332.50 CURB AND GUTTER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 605-06230 130.000 m | 200.00000 26000.00| 200.00000 26000.00| 116.25000 15112.50 CENTER CURB, C, CONCRETE, MODIFIED | | | 0035 610-05527 1900.000 Mg | 67.50000 128250.00| 67.50000 128250.00| 60.00000 114000.00 HMA FOR APPROACHES | | | 0036 611-05330 2320.000 m2 | 48.00000 111360.00| 48.00000 111360.00| 42.95000 99644.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 611-06497 21.000 EACH| 120.00000 2520.00| 99.00000 2079.00| 99.00000 2079.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 611-06498 2.000 EACH| 160.00000 320.00| 102.00000 204.00| 102.00000 204.00 MAILBOX ASSEMBLY, DOUBLE | | | 0039 615-06527 3.000 EACH| 270.00000 810.00| 270.00000 810.00| 270.00000 810.00 MONUMENT, SECTION CORNER | | | 0040 616-02320 300.000 m2 | 2.10000 630.00| 2.10000 630.00| 1.00000 300.00 GEOTEXTILES | | | 0041 616-03472 360.000 Mg | 30.00000 10800.00| 30.00000 10800.00| 18.00000 6480.00 RIPRAP, REVETMENT 450 mm | | | 0042 621-01004 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02770 300.000 m2 | 9.00000 2700.00| 9.00000 2700.00| 9.00000 2700.00 EROSION CONTROL BLANKET | | | 0044 621-06545 1.200 Mg | 865.00000 1038.00| 865.00000 1038.00| 865.00000 1038.00 FERTILIZER | | | 0045 621-06548 1.400 kg | 55.00000 77.00| 55.00000 77.00| 55.00000 77.00 SEED MIXTURE, CV | | | 0046 621-06559 800.000 m2 | 0.75000 600.00| 0.60000 480.00| 0.60000 480.00 MULCHED SEEDING, R | | | 0047 621-06567 180.000 kL | 1.06000 190.80| 1.00000 180.00| 1.00000 180.00 WATER | | | 0048 621-06575 10000.000 m2 | 2.90000 29000.00| 2.90000 29000.00| 2.90000 29000.00 SODDING, NURSERY | | | 0049 702-44240 6.500 m3 | 635.00000 4127.50| 635.00000 4127.50| 250.00000 1625.00 CONCRETE, A, STRUCTURES | | | 0050 703-51030 50.000 kg | 1.00000 50.00| 1.00000 50.00| 6.00000 300.00 REINFORCING STEEL | | | 0051 715-01912 37.000 m | 81.00000 2997.00| 81.00000 2997.00| 27.00000 999.00 PIPE, GROUP P, 100 mm | | | 0052 715-02397 1.000 EACH| 1600.00000 1600.00| 1565.00000 1565.00| 1800.00000 1800.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0053 715-03169 40.000 m | 90.00000 3600.00| 88.00000 3520.00| 70.00000 2800.00 WATER MAIN, DUCTILE IRON, 350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05272 48.000 m | 680.00000 32640.00| 677.00000 32496.00| 600.00000 28800.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 3.44 | | | m2 | | | 0055 715-05751 15.000 EACH| 1700.00000 25500.00| 1700.00000 25500.00| 1900.00000 28500.00 BUTTERFLY VALVE WITH BOX, 400mm, | | | RESTRAINED | | | 0056 715-07076 60.000 m | 67.00000 4020.00| 65.00000 3900.00| 87.00000 5220.00 PIPE, GROUP A, 1.63 mm, 375 mm | | | 0057 715-13000 71.000 m | 76.00000 5396.00| 76.00000 5396.00| 36.00000 2556.00 PIPE, GROUP L, 150 mm | | | 0058 715-13002 2.500 m | 80.00000 200.00| 90.00000 225.00| 40.00000 100.00 PIPE, GROUP L, 200 mm | | | 0059 715-13010 1006.000 m | 85.00000 85510.00| 80.00000 80480.00| 50.00000 50300.00 PIPE, GROUP L, 300mm | | | 0060 715-13015 170.000 m | 87.00000 14790.00| 80.00000 13600.00| 51.00000 8670.00 PIPE, GROUP L, 375mm | | | 0061 715-13020 670.000 m | 94.00000 62980.00| 92.00000 61640.00| 52.00000 34840.00 PIPE, GROUP L, 450mm | | | 0062 715-13030 915.000 m | 107.00000 97905.00| 105.00000 96075.00| 58.00000 53070.00 PIPE, GROUP L, 600mm | | | 0063 715-13035 120.000 m | 157.00000 18840.00| 150.00000 18000.00| 60.00000 7200.00 PIPE, GROUP L, 750 mm | | | 0064 715-13040 230.000 m | 165.00000 37950.00| 150.00000 34500.00| 100.00000 23000.00 PIPE, GROUP L, 900 mm | | | 0065 715-15000 65.000 m | 76.00000 4940.00| 76.00000 4940.00| 25.00000 1625.00 PIPE, GROUP P, 150 mm | | | 0066 715-44240 6.500 m3 | 642.00000 4173.00| 635.00000 4127.50| 250.00000 1625.00 CONCRETE, A, STRUCTURES | | | 0067 715-46005 10.000 EACH| 240.00000 2400.00| 232.00000 2320.00| 280.00000 2800.00 PIPE END SECTION, 375 mm | | | 0068 715-46010 1.000 EACH| 300.00000 300.00| 295.00000 295.00| 340.00000 340.00 PIPE END SECTION, 450 mm | | | 0069 715-46020 2.000 EACH| 485.00000 970.00| 485.00000 970.00| 420.00000 840.00 PIPE END SECTION, 600 mm | | | 0070 715-46030 1.000 EACH| 585.00000 585.00| 585.00000 585.00| 560.00000 560.00 PIPE END SECTION, 750 mm | | | 0071 715-46040 1.000 EACH| 860.00000 860.00| 842.00000 842.00| 730.00000 730.00 PIPE END SECTION, 900 mm | | | 0072 715-96669 1835.000 m | 101.00000 185335.00| 102.00000 187170.00| 95.00000 174325.00 WATER MAIN, DUCTILE IRON, 400 mm | | | 0073 716-04832 30.000 m | 975.00000 29250.00| 960.00000 28800.00| 820.00000 24600.00 PIPE CASING, 13mm , 900mm, JACKED OR | | | BORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 720-02367 1.000 EACH| 2502.00000 2502.00| 2495.00000 2495.00| 1830.00000 1830.00 MANHOLE, J10 | | | 0075 720-02831 1.000 EACH| 2277.00000 2277.00| 2310.00000 2310.00| 1570.00000 1570.00 MANHOLE, CA | | | 0076 720-03194 1.000 EACH| 2160.00000 2160.00| 2191.00000 2191.00| 1810.00000 1810.00 MANHOLE C5-MODIFIED | | | 0077 720-03194 1.000 EACH| 3228.00000 3228.00| 3314.00000 3314.00| 1800.00000 1800.00 MANHOLE TYPE C- G(PL) | | | 0078 720-03757 1.000 EACH| 2844.00000 2844.00| 2844.00000 2844.00| 2470.00000 2470.00 MANHOLE, C15 | | | 0079 720-03757 2.000 EACH| 2844.00000 5688.00| 2844.00000 5688.00| 2470.00000 4940.00 MANHOLE, C15 MODIFIED | | | 0080 720-04682 3.000 EACH| 1957.00000 5871.00| 1957.00000 5871.00| 1880.00000 5640.00 INLET TYPE II (PL) - G (PL) | | | 0081 720-44000 10.000 EACH| 250.00000 2500.00| 200.00000 2000.00| 300.00000 3000.00 CASTING, ADJUST TO GRADE | | | 0082 720-45045 49.000 EACH| 1159.00000 56791.00| 1146.00000 56154.00| 1080.00000 52920.00 INLET, J10 | | | 0083 720-45055 6.000 EACH| 1159.00000 6954.00| 1151.00000 6906.00| 1080.00000 6480.00 INLET, M10 | | | 0084 720-45410 33.000 EACH| 1928.00000 63624.00| 1920.00000 63360.00| 1540.00000 50820.00 MANHOLE, C4 | | | 0085 720-45416 1.000 EACH| 3400.00000 3400.00| 3350.00000 3350.00| 3040.00000 3040.00 MANHOLE, E4 | | | 0086 720-45605 4.700 m | 827.00000 3886.90| 827.00000 3886.90| 750.00000 3525.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0087 720-91335 6.000 EACH| 785.00000 4710.00| 787.00000 4722.00| 1740.00000 10440.00 INLET, I-G TYPE I (PL) - G (PL) | | | 0088 720-94612 3.000 EACH| 1500.00000 4500.00| 1500.00000 4500.00| 2760.00000 8280.00 MANHOLE, K4 | | | 0089 720-94778 14.000 EACH| 2100.00000 29400.00| 2005.00000 28070.00| 2620.00000 36680.00 FIRE HYDRANT ASSEMBLY, I | | | 0090 720-95422 3.000 EACH| 2100.00000 6300.00| 1992.00000 5976.00| 2430.00000 7290.00 MANHOLE, J4 | | | 0091 720-96999 2.000 EACH| 2100.00000 4200.00| 1992.00000 3984.00| 2810.00000 5620.00 FIRE HYDRANT ASSEMBLY , TYPE I-M | | | 0092 720-98174 9.000 EACH| 1800.00000 16200.00| 1702.00000 15318.00| 1710.00000 15390.00 INLET, B15 | | | 0093 720-98555 1.000 EACH| 2200.00000 2200.00| 2000.00000 2000.00| 1710.00000 1710.00 INLET, C15 | | | 0094 720-99322 24.000 EACH| 315.00000 7560.00| 315.00000 7560.00| 400.00000 9600.00 CASTING, A, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 732-01898 26.000 m | 71.00000 1846.00| 70.00000 1820.00| 53.00000 1378.00 WATER MAIN, DUCTILE IRON, 250 mm | | | 0096 732-02744 2.000 EACH| 500.00000 1000.00| 490.00000 980.00| 560.00000 1120.00 GATE VALVE AND BOX, 150 mm RESTRAINED | | | 0097 732-02745 9.000 EACH| 650.00000 5850.00| 645.00000 5805.00| 750.00000 6750.00 GATE VALVE AND BOX, 200 mm RESTRAINED | | | 0098 732-03072 1.000 EACH| 300.00000 300.00| 298.00000 298.00| 390.00000 390.00 TEE RESTRAINED, 200mm X 200mm X 200mm | | | 0099 732-03072 2.000 EACH| 409.00000 818.00| 411.00000 822.00| 530.00000 1060.00 TEE RESTRAINED, 300mm X 300mm X 200mm | | | 0100 732-03072 1.000 EACH| 930.00000 930.00| 925.00000 925.00| 930.00000 930.00 TEE RESTRAINED, 350mm X 350mm X 350mm | | | 0101 732-03072 2.000 EACH| 825.00000 1650.00| 820.00000 1640.00| 1000.00000 2000.00 TEE RESTRAINED, 400mm X 400mm 250mm | | | 0102 732-03072 2.000 EACH| 730.00000 1460.00| 725.00000 1450.00| 930.00000 1860.00 TEE RESTRAINED, 400mm X 400mm X 150mm | | | 0103 732-03072 8.000 EACH| 747.00000 5976.00| 745.00000 5960.00| 940.00000 7520.00 TEE RESTRAINED, 400mm X 400mm X 200mm | | | 0104 732-03072 2.000 EACH| 810.00000 1620.00| 808.00000 1616.00| 990.00000 1980.00 TEE RESTRAINED, 400mm X 400mm X 300mm | | | 0105 732-03072 2.000 EACH| 980.00000 1960.00| 979.00000 1958.00| 1010.00000 2020.00 TEE RESTRAINED, 400mm X 400mm X 350mm | | | 0106 732-03074 2.000 EACH| 280.00000 560.00| 282.00000 564.00| 430.00000 860.00 REDUCER DUCTILE IRON, 350mm X 200 mm | | | 0107 732-03074 1.000 EACH| 432.00000 432.00| 435.00000 435.00| 540.00000 540.00 REDUCER DUCTILE IRON, 400mm X 300mm | | | 0108 732-03701 1.000 EACH| 145.00000 145.00| 142.00000 142.00| 270.00000 270.00 REDUCER, DUCTILE IRON, 200 mm x 100 mm | | | 0109 732-04596 23.000 EACH| 830.00000 19090.00| 827.00000 19021.00| 540.00000 12420.00 WATER SERVICE TYPE "K", COPPER | | | 0110 732-04596 3.000 EACH| 1230.00000 3690.00| 1222.00000 3666.00| 1440.00000 4320.00 WATER SERVICE TYPE"K" COPPER, 50mm, | | | W/CURB STOP AND BOX | | | 0111 732-04749 30.000 m | 844.00000 25320.00| 840.00000 25200.00| 700.00000 21000.00 CASING , WATER MAIN, 650mm X 11mm, WITH | | | WATER D.I., 400mm | | | 0112 732-04836 3.000 EACH| 1224.00000 3672.00| 1224.00000 3672.00| 1210.00000 3630.00 GATE VALVE WITH BOX, 300mm, RESTRAINED | | | 0113 732-04836 1.000 EACH| 2838.00000 2838.00| 2838.00000 2838.00| 2830.00000 2830.00 GATE VALVE WITH BOX, 350mm, RESTRAINED | | | 0114 732-04846 1.000 EACH| 165.00000 165.00| 156.00000 156.00| 155.00000 155.00 ELL RESTRAINED, 100mm, 45 DEG. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 732-04846 1.000 EACH| 165.00000 165.00| 157.00000 157.00| 160.00000 160.00 ELL RESTRAINED, 100mm, 90 DEG. | | | 0116 732-04846 1.000 EACH| 175.00000 175.00| 173.00000 173.00| 180.00000 180.00 ELL RESTRAINED, 150mm, 45 DEG. | | | 0117 732-04846 3.000 EACH| 220.00000 660.00| 212.00000 636.00| 280.00000 840.00 ELL RESTRAINED, 200mm, 45 DEG. | | | 0118 732-04846 17.000 EACH| 220.00000 3740.00| 219.00000 3723.00| 285.00000 4845.00 ELL RESTRAINED, 200mm, 90DEG | | | 0119 732-04846 4.000 EACH| 345.00000 1380.00| 329.00000 1316.00| 375.00000 1500.00 ELL RESTRAINED, 250mm, 90 DEG. | | | 0120 732-04846 2.000 EACH| 375.00000 750.00| 371.00000 742.00| 420.00000 840.00 ELL RESTRAINED, 300mm, 45 DEG. | | | 0121 732-04846 4.000 EACH| 400.00000 1600.00| 391.00000 1564.00| 440.00000 1760.00 ELL RESTRAINED, 300mm, 90 DEG. | | | 0122 732-04846 4.000 EACH| 513.00000 2052.00| 518.00000 2072.00| 590.00000 2360.00 ELL RESTRAINED, 350mm, 45 DEG. | | | 0123 732-04846 1.000 EACH| 581.00000 581.00| 585.00000 585.00| 660.00000 660.00 ELL RESTRAINED, 350mm, 90 DEG. | | | 0124 732-04846 6.000 EACH| 620.00000 3720.00| 617.00000 3702.00| 730.00000 4380.00 ELL RESTRAINED, 400mm, 22 1/2 DEG. | | | 0125 732-04846 6.000 EACH| 370.00000 2220.00| 360.00000 2160.00| 730.00000 4380.00 ELL RESTRAINED, 400mm, 45 DEG. | | | 0126 732-04846 1.000 EACH| 693.00000 693.00| 689.00000 689.00| 800.00000 800.00 ELL RESTRAINED, 400mm, 90 DEG. | | | 0127 732-04846 3.000 EACH| 190.00000 570.00| 183.00000 549.00| 190.00000 570.00 ELL RESTRAINED,150mm, 90 DEG. | | | 0128 732-04947 1.000 EACH| 2000.00000 2000.00| 1650.00000 1650.00| 2000.00000 2000.00 TAPPING TEE WITH VALVE ASSEMBLY, 100mm | | | 0129 732-91738 28.500 m | 65.00000 1852.50| 60.00000 1710.00| 42.00000 1197.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0130 732-91739 127.000 m | 70.00000 8890.00| 65.00000 8255.00| 48.00000 6096.00 WATER MAIN, DUCTILE IRON, 200 mm | | | 0131 732-93350 2.000 EACH| 2300.00000 4600.00| 2147.00000 4294.00| 2410.00000 4820.00 TAPPING TEE AND VALVE ASSEMBLY, 200 mm | | | 0132 732-96670 193.000 m | 76.00000 14668.00| 76.00000 14668.00| 62.00000 11966.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0133 732-98479 2.000 EACH| 900.00000 1800.00| 881.00000 1762.00| 990.00000 1980.00 GATE VALVE AND BOX, 250 mm RESTRAINED | | | 0134 801-04308 15.000 EACH| 310.00000 4650.00| 310.00000 4650.00| 310.00000 4650.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0135 801-06606 20.000 EACH| 405.00000 8100.00| 405.00000 8100.00| 405.00000 8100.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 801-06640 75.000 EACH| 259.00000 19425.00| 259.00000 19425.00| 259.00000 19425.00 CONSTRUCTION SIGN, A | | | 0137 801-06775 LUMP| 135000.00000 135000.00| 135500.00000 135500.00| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0138 802-76025 23.500 m2 | 175.00000 4112.50| 175.00000 4112.50| 175.00000 4112.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0139 802-76035 9.200 m2 | 190.00000 1748.00| 190.00000 1748.00| 190.00000 1748.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0140 802-76055 250.000 m | 5.70000 1425.00| 5.70000 1425.00| 5.70000 1425.00 SIGN POST, A | | | 0141 805-01842 6.000 EACH| 1200.00000 7200.00| 700.00000 4200.00| 700.00000 4200.00 HANDHOLE, SIGNAL | | | 0142 805-02087 LUMP| 350.00000 350.00| 825.00000 825.00| 825.00000 825.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0143 805-02328 535.000 m | 1.00000 535.00| 0.45000 240.75| 0.45000 240.75 SIGNAL CABLE, 1C 14GA. | | | 0144 805-06592 200.000 m | 35.00000 7000.00| 26.00000 5200.00| 26.00000 5200.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0145 805-78109 1.000 EACH| 8500.00000 8500.00| 7150.00000 7150.00| 7150.00000 7150.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0146 805-78205 8.000 EACH| 430.00000 3440.00| 390.00000 3120.00| 390.00000 3120.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0147 805-78415 4.000 EACH| 1500.00000 6000.00| 1180.00000 4720.00| 1180.00000 4720.00 SPAN, CATENARY, AND TETHER | | | 0148 805-78420 4.000 EACH| 250.00000 1000.00| 185.00000 740.00| 185.00000 740.00 DISCONNECT HANGER | | | 0149 805-78467 4.000 m | 18.00000 72.00| 4.80000 19.20| 4.80000 19.20 SIGNAL CABLE, 3C 8GA. | | | 0150 805-78485 100.000 m | 4.00000 400.00| 3.30000 330.00| 3.30000 330.00 SIGNAL CABLE, 5C 14GA. | | | 0151 805-78490 80.000 m | 4.35000 348.00| 3.80000 304.00| 3.80000 304.00 SIGNAL CABLE, 7C 14GA. | | | 0152 805-78510 480.000 m | 2.80000 1344.00| 2.90000 1392.00| 2.90000 1392.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0153 805-78784 6.000 EACH| 220.00000 1320.00| 100.00000 600.00| 100.00000 600.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 805-78785 6.000 EACH| 450.00000 2700.00| 455.00000 2730.00| 455.00000 2730.00 SIGNAL DETECTOR HOUSING | | | 0155 805-78795 170.000 m | 33.00000 5610.00| 24.35000 4139.50| 24.35000 4139.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0156 805-78906 4.000 EACH| 1650.00000 6600.00| 1600.00000 6400.00| 1600.00000 6400.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0157 805-78925 1.000 EACH| 650.00000 650.00| 610.00000 610.00| 610.00000 610.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0158 805-81032 4.000 EACH| 2400.00000 9600.00| 2185.00000 8740.00| 2185.00000 8740.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0160 808-04298 6.000 EACH| 260.00000 1560.00| 260.00000 1560.00| 260.00000 1560.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0161 808-06701 650.000 m | 0.80000 520.00| 0.80000 520.00| 0.80000 520.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0162 808-06705 60.000 m | 2.90000 174.00| 2.90000 174.00| 2.90000 174.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0164 808-06713 850.000 m | 0.40000 340.00| 0.40000 340.00| 0.40000 340.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0166 808-75240 500.000 m | 0.80000 400.00| 0.80000 400.00| 0.80000 400.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0167 808-75245 4650.000 m | 0.80000 3720.00| 0.80000 3720.00| 0.80000 3720.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0168 808-75320 14.000 EACH| 46.50000 651.00| 46.50000 651.00| 46.50000 651.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0169 808-75325 14.000 EACH| 67.50000 945.00| 67.50000 945.00| 67.50000 945.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0170 808-92027 450.000 m | 2.90000 1305.00| 2.90000 1305.00| 2.90000 1305.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0172 801-03291 6.000 EACH| 255.00000 1530.00| 255.00000 1530.00| 255.00000 1530.00 CONSTRUCTION SIGN, D | | | 0173 801-06203 6120.000 m | 0.82000 5018.40| 0.82000 5018.40| 0.82000 5018.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1489621 |PHEND & BROWN, INC. |E & B PAVING, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0174 801-06207 4920.000 m | 3.21000 15793.20| 3.21000 15793.20| 3.21000 15793.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0175 801-06625 38.000 EACH| 75.00000 2850.00| 75.00000 2850.00| 75.00000 2850.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0176 805-78445 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 SIGNAL SERVICE | | | 0177 808-75297 100.000 m | 10.00000 1000.00| 9.00000 900.00| 8.50000 850.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0178 808-75282 150.000 m | 8.00000 1200.00| 10.00000 1500.00| 5.25000 787.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 400 mm | | | 0179 808-75260 6.000 m | 8.00000 48.00| 20.00000 120.00| 4.25000 25.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0180 805-94295 8.000 EACH| 500.00000 4000.00| 95.00000 760.00| 95.00000 760.00 SIGNAL HEAD, RELOCATE | | | SECTION TOTALS | $ 3,670,307.30| $ 3,700,637.75| $ 3,743,561.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,670,307.30| $ 3,700,637.75| $ 3,743,561.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 18.000 MOS | 2500.00000 45000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 75000.00000 75000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 160000.00000 160000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 78000.00000 78000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02278 112.000 m | 5.20000 582.40| | CURB, CONCRETE, REMOVE | | | 0006 202-60820 1160.000 m2 | 6.05000 7018.00| | SURFACE MILLING, ASPHALT | | | 0007 202-93615 20.000 m2 | 8.00000 160.00| | CONCRETE, REMOVE | | | 0008 202-96151 LUMP| 3100.00000 3100.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0009 203-02000 35250.000 m3 | 15.80000 556950.00| | EXCAVATION, COMMON | | | 0010 203-02801 2300.000 m3 | 35.60000 81880.00| | BACKFILL FOR WATER MAIN | | | 0011 205-02224 1700.000 m | 6.00000 10200.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02234 6.000 EACH| 60.00000 360.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 101.000 EACH| 60.00000 6060.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 205-02237 100.000 EACH| 28.00000 2800.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02050 250.000 m3 | 38.00000 9500.00| | B BORROW | | | 0016 211-02060 3200.000 m3 | 21.40000 68480.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-04075 100.000 Mg | 21.40000 2140.00| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0018 303-52308 3300.000 Mg | 22.50000 74250.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52309 1200.000 Mg | 18.70000 22440.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0020 305-05204 260.000 Mg | 180.00000 46800.00| | HMA FOR PATCHING | | | 0021 401-05437 18000.000 Mg | 37.00000 666000.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05454 5850.000 Mg | 45.00000 263250.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0023 401-05456 2500.000 Mg | 50.00000 125000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 401-06264 LUMP| 13000.00000 13000.00| | PROFILOGRAPH, HMA | | | 0025 402-05481 720.000 Mg | 36.00000 25920.00| | HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05486 210.000 Mg | 45.00000 9450.00| | HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0027 402-05490 100.000 Mg | 50.00000 5000.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0028 406-05520 40.000 Mg | 370.00000 14800.00| | ASPHALT FOR TACK COAT | | | 0029 603-06045 150.000 m | 33.00000 4950.00| | FENCE, CHAIN LINK, 1220 mm | | | 0030 604-44251 1.500 m3 | 2878.00000 4317.00| | STEPS, CONCRETE | | | 0031 604-91531 25.000 m2 | 53.00000 1325.00| | SIDEWALK, CONCRETE, 100 mm | | | 0032 605-06120 13.000 m | 91.00000 1183.00| | CURB, CONCRETE | | | 0033 605-06155 1645.000 m | 24.00000 39480.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0034 605-06230 130.000 m | 179.00000 23270.00| | CENTER CURB, C, CONCRETE, MODIFIED | | | 0035 610-05527 1900.000 Mg | 64.00000 121600.00| | HMA FOR APPROACHES | | | 0036 611-05330 2320.000 m2 | 29.00000 67280.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 611-06497 21.000 EACH| 150.00000 3150.00| | MAILBOX ASSEMBLY, SINGLE | | | 0038 611-06498 2.000 EACH| 200.00000 400.00| | MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 615-06527 3.000 EACH| 320.00000 960.00| | MONUMENT, SECTION CORNER | | | 0040 616-02320 300.000 m2 | 1.20000 360.00| | GEOTEXTILES | | | 0041 616-03472 360.000 Mg | 23.70000 8532.00| | RIPRAP, REVETMENT 450 mm | | | 0042 621-01004 2.000 EACH| 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02770 300.000 m2 | 10.00000 3000.00| | EROSION CONTROL BLANKET | | | 0044 621-06545 1.200 Mg | 1000.00000 1200.00| | FERTILIZER | | | 0045 621-06548 1.400 kg | 60.00000 84.00| | SEED MIXTURE, CV | | | 0046 621-06559 800.000 m2 | 0.65000 520.00| | MULCHED SEEDING, R | | | 0047 621-06567 180.000 kL | 1.10000 198.00| | WATER | | | 0048 621-06575 10000.000 m2 | 3.20000 32000.00| | SODDING, NURSERY | | | 0049 702-44240 6.500 m3 | 650.00000 4225.00| | CONCRETE, A, STRUCTURES | | | 0050 703-51030 50.000 kg | 2.70000 135.00| | REINFORCING STEEL | | | 0051 715-01912 37.000 m | 70.00000 2590.00| | PIPE, GROUP P, 100 mm | | | 0052 715-02397 1.000 EACH| 1350.00000 1350.00| | SAFETY METAL END SECTION, 4:1, 900 mm | | | 0053 715-03169 40.000 m | 92.00000 3680.00| | WATER MAIN, DUCTILE IRON, 350 mm | | | 0054 715-05272 48.000 m | 625.00000 30000.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 3.44 | | | m2 | | | 0055 715-05751 15.000 EACH| 1300.00000 19500.00| | BUTTERFLY VALVE WITH BOX, 400mm, | | | RESTRAINED | | | 0056 715-07076 60.000 m | 120.00000 7200.00| | PIPE, GROUP A, 1.63 mm, 375 mm | | | 0057 715-13000 71.000 m | 72.00000 5112.00| | PIPE, GROUP L, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-13002 2.500 m | 130.00000 325.00| | PIPE, GROUP L, 200 mm | | | 0059 715-13010 1006.000 m | 110.00000 110660.00| | PIPE, GROUP L, 300mm | | | 0060 715-13015 170.000 m | 118.00000 20060.00| | PIPE, GROUP L, 375mm | | | 0061 715-13020 670.000 m | 130.00000 87100.00| | PIPE, GROUP L, 450mm | | | 0062 715-13030 915.000 m | 160.00000 146400.00| | PIPE, GROUP L, 600mm | | | 0063 715-13035 120.000 m | 175.00000 21000.00| | PIPE, GROUP L, 750 mm | | | 0064 715-13040 230.000 m | 193.00000 44390.00| | PIPE, GROUP L, 900 mm | | | 0065 715-15000 65.000 m | 135.00000 8775.00| | PIPE, GROUP P, 150 mm | | | 0066 715-44240 6.500 m3 | 290.00000 1885.00| | CONCRETE, A, STRUCTURES | | | 0067 715-46005 10.000 EACH| 375.00000 3750.00| | PIPE END SECTION, 375 mm | | | 0068 715-46010 1.000 EACH| 435.00000 435.00| | PIPE END SECTION, 450 mm | | | 0069 715-46020 2.000 EACH| 510.00000 1020.00| | PIPE END SECTION, 600 mm | | | 0070 715-46030 1.000 EACH| 629.00000 629.00| | PIPE END SECTION, 750 mm | | | 0071 715-46040 1.000 EACH| 875.00000 875.00| | PIPE END SECTION, 900 mm | | | 0072 715-96669 1835.000 m | 106.00000 194510.00| | WATER MAIN, DUCTILE IRON, 400 mm | | | 0073 716-04832 30.000 m | 1190.00000 35700.00| | PIPE CASING, 13mm , 900mm, JACKED OR | | | BORED | | | 0074 720-02367 1.000 EACH| 2000.00000 2000.00| | MANHOLE, J10 | | | 0075 720-02831 1.000 EACH| 1250.00000 1250.00| | MANHOLE, CA | | | 0076 720-03194 1.000 EACH| 1025.00000 1025.00| | MANHOLE C5-MODIFIED | | | 0077 720-03194 1.000 EACH| 1790.00000 1790.00| | MANHOLE TYPE C- G(PL) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 720-03757 1.000 EACH| 1790.00000 1790.00| | MANHOLE, C15 | | | 0079 720-03757 2.000 EACH| 1830.00000 3660.00| | MANHOLE, C15 MODIFIED | | | 0080 720-04682 3.000 EACH| 740.00000 2220.00| | INLET TYPE II (PL) - G (PL) | | | 0081 720-44000 10.000 EACH| 187.00000 1870.00| | CASTING, ADJUST TO GRADE | | | 0082 720-45045 49.000 EACH| 1300.00000 63700.00| | INLET, J10 | | | 0083 720-45055 6.000 EACH| 1420.00000 8520.00| | INLET, M10 | | | 0084 720-45410 33.000 EACH| 1250.00000 41250.00| | MANHOLE, C4 | | | 0085 720-45416 1.000 EACH| 5100.00000 5100.00| | MANHOLE, E4 | | | 0086 720-45605 4.700 m | 1650.00000 7755.00| | MANHOLE, RECONSTRUCT STRUCTURE | | | 0087 720-91335 6.000 EACH| 1900.00000 11400.00| | INLET, I-G TYPE I (PL) - G (PL) | | | 0088 720-94612 3.000 EACH| 2560.00000 7680.00| | MANHOLE, K4 | | | 0089 720-94778 14.000 EACH| 2240.00000 31360.00| | FIRE HYDRANT ASSEMBLY, I | | | 0090 720-95422 3.000 EACH| 1950.00000 5850.00| | MANHOLE, J4 | | | 0091 720-96999 2.000 EACH| 2740.00000 5480.00| | FIRE HYDRANT ASSEMBLY , TYPE I-M | | | 0092 720-98174 9.000 EACH| 1300.00000 11700.00| | INLET, B15 | | | 0093 720-98555 1.000 EACH| 1300.00000 1300.00| | INLET, C15 | | | 0094 720-99322 24.000 EACH| 345.00000 8280.00| | CASTING, A, FURNISH AND ADJUST TO GRADE | | | 0095 732-01898 26.000 m | 130.00000 3380.00| | WATER MAIN, DUCTILE IRON, 250 mm | | | 0096 732-02744 2.000 EACH| 400.00000 800.00| | GATE VALVE AND BOX, 150 mm RESTRAINED | | | 0097 732-02745 9.000 EACH| 685.00000 6165.00| | GATE VALVE AND BOX, 200 mm RESTRAINED | | | 0098 732-03072 1.000 EACH| 170.00000 170.00| | TEE RESTRAINED, 200mm X 200mm X 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 732-03072 2.000 EACH| 300.00000 600.00| | TEE RESTRAINED, 300mm X 300mm X 200mm | | | 0100 732-03072 1.000 EACH| 805.00000 805.00| | TEE RESTRAINED, 350mm X 350mm X 350mm | | | 0101 732-03072 2.000 EACH| 715.00000 1430.00| | TEE RESTRAINED, 400mm X 400mm 250mm | | | 0102 732-03072 2.000 EACH| 600.00000 1200.00| | TEE RESTRAINED, 400mm X 400mm X 150mm | | | 0103 732-03072 8.000 EACH| 610.00000 4880.00| | TEE RESTRAINED, 400mm X 400mm X 200mm | | | 0104 732-03072 2.000 EACH| 730.00000 1460.00| | TEE RESTRAINED, 400mm X 400mm X 300mm | | | 0105 732-03072 2.000 EACH| 930.00000 1860.00| | TEE RESTRAINED, 400mm X 400mm X 350mm | | | 0106 732-03074 2.000 EACH| 255.00000 510.00| | REDUCER DUCTILE IRON, 350mm X 200 mm | | | 0107 732-03074 1.000 EACH| 370.00000 370.00| | REDUCER DUCTILE IRON, 400mm X 300mm | | | 0108 732-03701 1.000 EACH| 84.00000 84.00| | REDUCER, DUCTILE IRON, 200 mm x 100 mm | | | 0109 732-04596 23.000 EACH| 1000.00000 23000.00| | WATER SERVICE TYPE "K", COPPER | | | 0110 732-04596 3.000 EACH| 1600.00000 4800.00| | WATER SERVICE TYPE"K" COPPER, 50mm, | | | W/CURB STOP AND BOX | | | 0111 732-04749 30.000 m | 1070.00000 32100.00| | CASING , WATER MAIN, 650mm X 11mm, WITH | | | WATER D.I., 400mm | | | 0112 732-04836 3.000 EACH| 1340.00000 4020.00| | GATE VALVE WITH BOX, 300mm, RESTRAINED | | | 0113 732-04836 1.000 EACH| 3450.00000 3450.00| | GATE VALVE WITH BOX, 350mm, RESTRAINED | | | 0114 732-04846 1.000 EACH| 56.00000 56.00| | ELL RESTRAINED, 100mm, 45 DEG. | | | 0115 732-04846 1.000 EACH| 58.00000 58.00| | ELL RESTRAINED, 100mm, 90 DEG. | | | 0116 732-04846 1.000 EACH| 71.00000 71.00| | ELL RESTRAINED, 150mm, 45 DEG. | | | 0117 732-04846 3.000 EACH| 115.00000 345.00| | ELL RESTRAINED, 200mm, 45 DEG. | | | 0118 732-04846 17.000 EACH| 182.00000 3094.00| | ELL RESTRAINED, 200mm, 90DEG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 732-04846 4.000 EACH| 270.00000 1080.00| | ELL RESTRAINED, 250mm, 90 DEG. | | | 0120 732-04846 2.000 EACH| 222.00000 444.00| | ELL RESTRAINED, 300mm, 45 DEG. | | | 0121 732-04846 4.000 EACH| 380.00000 1520.00| | ELL RESTRAINED, 300mm, 90 DEG. | | | 0122 732-04846 4.000 EACH| 365.00000 1460.00| | ELL RESTRAINED, 350mm, 45 DEG. | | | 0123 732-04846 1.000 EACH| 770.00000 770.00| | ELL RESTRAINED, 350mm, 90 DEG. | | | 0124 732-04846 6.000 EACH| 470.00000 2820.00| | ELL RESTRAINED, 400mm, 22 1/2 DEG. | | | 0125 732-04846 6.000 EACH| 720.00000 4320.00| | ELL RESTRAINED, 400mm, 45 DEG. | | | 0126 732-04846 1.000 EACH| 1100.00000 1100.00| | ELL RESTRAINED, 400mm, 90 DEG. | | | 0127 732-04846 3.000 EACH| 140.00000 420.00| | ELL RESTRAINED,150mm, 90 DEG. | | | 0128 732-04947 1.000 EACH| 1800.00000 1800.00| | TAPPING TEE WITH VALVE ASSEMBLY, 100mm | | | 0129 732-91738 28.500 m | 170.00000 4845.00| | WATER MAIN, DUCTILE IRON, 150 mm | | | 0130 732-91739 127.000 m | 190.00000 24130.00| | WATER MAIN, DUCTILE IRON, 200 mm | | | 0131 732-93350 2.000 EACH| 2700.00000 5400.00| | TAPPING TEE AND VALVE ASSEMBLY, 200 mm | | | 0132 732-96670 193.000 m | 133.00000 25669.00| | WATER MAIN, DUCTILE IRON, 300 mm | | | 0133 732-98479 2.000 EACH| 1050.00000 2100.00| | GATE VALVE AND BOX, 250 mm RESTRAINED | | | 0134 801-04308 15.000 EACH| 445.00000 6675.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0135 801-06606 20.000 EACH| 580.00000 11600.00| | BARRICADE, IIIB | | | 0136 801-06640 75.000 EACH| 375.00000 28125.00| | CONSTRUCTION SIGN, A | | | 0137 801-06775 LUMP| 220000.00000 220000.00| | MAINTAINING TRAFFIC | | | 0138 802-76025 23.500 m2 | 190.00000 4465.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 802-76035 9.200 m2 | 200.00000 1840.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0140 802-76055 250.000 m | 7.00000 1750.00| | SIGN POST, A | | | 0141 805-01842 6.000 EACH| 750.00000 4500.00| | HANDHOLE, SIGNAL | | | 0142 805-02087 LUMP| 900.00000 900.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0143 805-02328 535.000 m | 0.50000 267.50| | SIGNAL CABLE, 1C 14GA. | | | 0144 805-06592 200.000 m | 28.00000 5600.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0145 805-78109 1.000 EACH| 8000.00000 8000.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0146 805-78205 8.000 EACH| 400.00000 3200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0147 805-78415 4.000 EACH| 1200.00000 4800.00| | SPAN, CATENARY, AND TETHER | | | 0148 805-78420 4.000 EACH| 200.00000 800.00| | DISCONNECT HANGER | | | 0149 805-78467 4.000 m | 5.25000 21.00| | SIGNAL CABLE, 3C 8GA. | | | 0150 805-78485 100.000 m | 3.50000 350.00| | SIGNAL CABLE, 5C 14GA. | | | 0151 805-78490 80.000 m | 4.00000 320.00| | SIGNAL CABLE, 7C 14GA. | | | 0152 805-78510 480.000 m | 3.00000 1440.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0153 805-78784 6.000 EACH| 110.00000 660.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0154 805-78785 6.000 EACH| 500.00000 3000.00| | SIGNAL DETECTOR HOUSING | | | 0155 805-78795 170.000 m | 27.00000 4590.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0156 805-78906 4.000 EACH| 1750.00000 7000.00| | SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 805-78925 1.000 EACH| 650.00000 650.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0158 805-81032 4.000 EACH| 2400.00000 9600.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0160 808-04298 6.000 EACH| 280.00000 1680.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0161 808-06701 650.000 m | 0.90000 585.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0162 808-06705 60.000 m | 3.10000 186.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0164 808-06713 850.000 m | 0.45000 382.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0166 808-75240 500.000 m | 0.90000 450.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0167 808-75245 4650.000 m | 0.90000 4185.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0168 808-75320 14.000 EACH| 50.00000 700.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0169 808-75325 14.000 EACH| 70.00000 980.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0170 808-92027 450.000 m | 3.10000 1395.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0172 801-03291 6.000 EACH| 315.00000 1890.00| | CONSTRUCTION SIGN, D | | | 0173 801-06203 6120.000 m | 0.55000 3366.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0174 801-06207 4920.000 m | 0.55000 2706.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0175 801-06625 38.000 EACH| 95.00000 3610.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0176 805-78445 1.000 EACH| 550.00000 550.00| | SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/00 PAGE : 251 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,759,197.50 ROUTE : CALL ORDER : 251 CONTRACT ID : R -24729-A COUNTIES : MARSHALL LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 808-75297 100.000 m | 0.55000 55.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0178 808-75282 150.000 m | 1.10000 165.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 400 mm | | | 0179 808-75260 6.000 m | 2.20000 13.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0180 805-94295 8