INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,320.28 ROUTE : 44 CALL ORDER : 100 CONTRACT ID : R -24559-B COUNTIES : JOHNSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0683005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY INC. $ 175,720.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 183,687.00 104.5339% ==================================================================================================================================== |(1) 35-1991044 |(2) 35-0918397 | |JOHNSON COMPANY INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENTS | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 6400.00000 6400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1200.00000 7200.00| 2400.00000 14400.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9000.00000 9000.00| 10500.00000 10500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1400.00000 1400.00| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0005 202-02278 405.000 LFT | 30.80000 12474.00| 5.40000 2187.00| CURB, CONCRETE, REMOVE | | | 0006 202-60820 2491.000 SYS | 0.96000 2391.36| 3.70000 9216.70| SURFACE MILLING, ASPHALT | | | 0007 203-02000 232.000 CYS | 11.60000 2691.20| 79.00000 18328.00| EXCAVATION, COMMON | | | 0008 211-07454 100.000 CYS | 20.00000 2000.00| 13.50000 1350.00| STRUCTURE BACKFILL | | | 0009 303-01180 52.000 TON | 16.00000 832.00| 28.00000 1456.00| COMPACTED AGGREGATE, NO. 53 | | | 0010 304-07490 57.000 TON | 90.00000 5130.00| 110.00000 6270.00| HMA PATCHING, TYPE B | | | 0011 402-07433 155.000 TON | 90.00000 13950.00| 78.00000 12090.00| HMA SURFACE, TYPE B | | | 0012 402-07438 138.000 TON | 90.00000 12420.00| 65.00000 8970.00| HMA INTERMEDIATE, TYPE B | | | 0013 405-05517 0.500 TON | 2000.00000 1000.00| 225.00000 112.50| ASPHALT FOR PRIME COAT | | | 0014 406-05520 0.800 TON | 300.00000 240.00| 175.00000 140.00| ASPHALT FOR TACK COAT | | | 0015 604-06069 35.000 SYS | 57.57000 2014.95| 66.00000 2310.00| CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 100 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,320.28 ROUTE : 44 CALL ORDER : 100 CONTRACT ID : R -24559-B COUNTIES : JOHNSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-0918397 | |JOHNSON COMPANY INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 604-06070 351.000 SYS | 35.79000 12562.29| 37.00000 12987.00| SIDEWALK, CONCRETE | | | 0017 605-06120 695.000 LFT | 44.00000 30580.00| 21.00000 14595.00| CURB, CONCRETE | | | 0018 611-05330 27.000 SYS | 46.60000 1258.20| 81.00000 2187.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0019 615-06490 4.000 EACH| 115.00000 460.00| 150.00000 600.00| RIGHT OF WAY MARKER | | | 0020 621-06567 3.000 MG | 10.00000 30.00| 2.00000 6.00| WATER | | | 0021 621-06574 673.000 SYS | 6.00000 4038.00| 3.60000 2422.80| SODDING | | | 0022 715-05149 693.000 LFT | 25.00000 17325.00| 31.00000 21483.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0023 720-45015 3.000 EACH| 900.00000 2700.00| 1700.00000 5100.00| INLET, A8 | | | 0024 720-45405 3.000 EACH| 1711.00000 5133.00| 2800.00000 8400.00| MANHOLE, B4 | | | 0025 801-06640 18.000 EACH| 90.00000 1620.00| 79.00000 1422.00| CONSTRUCTION SIGN, A | | | 0026 801-06645 4.000 EACH| 80.00000 320.00| 31.00000 124.00| CONSTRUCTION SIGN, B | | | 0027 801-06775 LUMP| 15900.00000 15900.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0028 808-06703 270.000 LFT | 1.00000 270.00| 0.60000 162.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0029 808-75245 780.000 LFT | 1.00000 780.00| 0.60000 468.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 175,720.00| $ 183,687.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,720.00| $ 183,687.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 200 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0123006 0123006 0123006 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 14,034,161.65 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 16,675,000.00 118.8172% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 16,890,000.00 120.3491% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 198469.03000 198469.03| 225617.20000 225617.20| 193300.00000 193300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 22.000 MOS | 1773.78000 39023.16| 2500.00000 55000.00| 1650.00000 36300.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 701708.08000 701708.08| 833000.00000 833000.00| 841000.00000 841000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 210512.42000 210512.42| 245000.00000 245000.00| 251790.00000 251790.00 CLEARING RIGHT OF WAY | | | 0005 202-01011 LUMP| 25500.00000 25500.00| 9000.00000 9000.00| 3940.00000 3940.00 ASBESTOS, REMOVE | | | 0008 202-02240 43692.000 SYS | 4.42000 193118.64| 3.82000 166903.44| 3.85000 168214.20 PAVEMENT, REMOVE | | | 0009 202-02241 76.000 LFT | 4.59000 348.84| 5.00000 380.00| 5.50000 418.00 GUARDRAIL, REMOVE | | | 0010 202-03000 LUMP| 12601.55000 12601.55| 96500.00000 96500.00| 19300.00000 19300.00 HOUSES AND BUILDINGS, REMOVE | | | 0011 202-04357 2.000 EACH| 3927.00000 7854.00| 8060.00000 16120.00| 8060.00000 16120.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 3000 THROUGH 6000 GALLONS | | | CAPACITY | | | 0012 202-05544 125.000 GAL | 2.04000 255.00| 0.37000 46.25| 0.37000 46.25 REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | 0013 202-05544 1000.000 GAL | 0.31000 310.00| 0.37000 370.00| 0.37000 370.00 REGULATED MATERIALS, DISPOSE, C | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-05544 125.000 GAL | 2.04000 255.00| 0.37000 46.25| 0.37000 46.25 REGULATED MATERIALS, DISPOSE, C SLUDGE | | | FROM TANKS | | | 0015 202-05545 600.000 CYS | 49.73000 29838.00| 45.14000 27084.00| 45.14000 27084.00 REGULATED MATERIALS, DISPOSE, C | | | 0016 202-05549 125.000 GAL | 1.02000 127.50| 10.02000 1252.50| 10.02000 1252.50 REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0017 202-05549 125.000 GAL | 1.02000 127.50| 10.02000 1252.50| 10.02000 1252.50 REGULATED MATERIALS, REMOVE, C , SLUDGE | | | FROM TANKS | | | 0018 202-05549 1000.000 GAL | 0.51000 510.00| 2.10000 2100.00| 2.30000 2300.00 REGULATED MATERIALS, REMOVE, C | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0019 202-05550 600.000 CYS | 1.28000 768.00| 18.05000 10830.00| 20.00000 12000.00 REGULATED MATERIALS, REMOVE, C | | | 0020 202-05554 125.000 GAL | 0.26000 32.50| 10.50000 1312.50| 10.50000 1312.50 REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0021 202-05554 125.000 GAL | 0.26000 32.50| 10.50000 1312.50| 10.50000 1312.50 REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE FROM TANKS | | | 0022 202-05554 1000.000 GAL | 0.51000 510.00| 1.31000 1310.00| 1.31000 1310.00 REGULATED MATERIALS, TRANSPORT, C | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0023 202-05555 600.000 CYS | 7.14000 4284.00| 22.10000 13260.00| 22.10000 13260.00 REGULATED MATERIALS, TRANSPORT, C | | | 0024 202-05571 20.000 EACH| 45.90000 918.00| 52.00000 1040.00| 52.00000 1040.00 TESTING FOR WASTES (WATER), BENZENE | | | 0025 202-05571 30.000 EACH| 79.56000 2386.80| 104.00000 3120.00| 104.00000 3120.00 TESTING FOR WASTES , TPH | | | 0027 202-51330 LUMP| 5304.00000 5304.00| 3800.00000 3800.00| 11200.00000 11200.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0028 202-60820 2704.000 SYS | 3.84000 10383.36| 3.50000 9464.00| 2.20000 5948.80 SURFACE MILLING, ASPHALT | | | 0029 202-94793 1282.000 LFT | 8.03000 10294.46| 13.85000 17755.70| 34.00000 43588.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0030 202-99187 1712.000 LFT | 1.28000 2191.36| 1.45000 2482.40| 1.50000 2568.00 FENCE, FARM FIELD, REMOVE | | | 0031 203-02000 124039.000 CYS | 5.25000 651204.75| 3.22000 399405.58| 2.72000 337386.08 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 203-02070 435888.000 CYS | 4.14000 1804576.32| 5.30000 2310206.40| 5.35000 2332000.80 BORROW | | | 0034 205-06931 2120.000 TON | 23.69000 50222.80| 29.20000 61904.00| 24.00000 50880.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0035 205-06933 44.000 EACH| 51.00000 2244.00| 66.00000 2904.00| 55.00000 2420.00 TEMPORARY DITCH INLET PROTECTION | | | 0037 205-06937 1660.000 LFT | 1.53000 2539.80| 1.75000 2905.00| 1.70000 2822.00 TEMPORARY SILT FENCE | | | 0038 205-06938 686.000 LFT | 12.46000 8547.56| 11.00000 7546.00| 18.00000 12348.00 TEMPORARY SLOPE DRAIN | | | 0040 207-07498 38845.000 SYS | 4.17000 161983.65| 2.97000 115369.65| 3.20000 124304.00 SUBGRADE TREATMENT, TYPE A | | | 0041 207-07500 8689.000 SYS | 4.99000 43358.11| 2.97000 25806.33| 3.20000 27804.80 SUBGRADE TREATMENT, TYPE C | | | 0042 207-07502 8400.000 SYS | 3.97000 33348.00| 2.10000 17640.00| 3.20000 26880.00 SUBGRADE TREATMENT, TYPE D | | | 0044 211-07454 11562.000 CYS | 10.95000 126603.90| 14.95000 172851.90| 18.00000 208116.00 STRUCTURE BACKFILL | | | 0045 303-01180 48005.000 TON | 14.05000 674470.25| 17.50000 840087.50| 15.00000 720075.00 COMPACTED AGGREGATE, NO. 53 | | | 0046 304-06464 42778.000 CYS | 29.11000 1245267.58| 38.30000 1638397.40| 30.00000 1283340.00 SUBBASE FOR PCCP | | | 0047 402-07433 3262.000 TON | 45.25000 147605.50| 47.00000 153314.00| 50.00000 163100.00 HMA SURFACE, TYPE B | | | 0048 402-07438 3908.000 TON | 34.00000 132872.00| 35.50000 138734.00| 37.00000 144596.00 HMA INTERMEDIATE, TYPE B | | | 0049 402-07441 15725.000 TON | 30.60000 481185.00| 33.00000 518925.00| 34.00000 534650.00 HMA BASE, TYPE B | | | 0051 406-05520 41.100 TON | 200.00000 8220.00| 225.00000 9247.50| 220.00000 9042.00 ASPHALT FOR TACK COAT | | | 0055 501-06266 LUMP| 6136.17000 6136.17| 14257.58000 14257.58| 13500.00000 13500.00 PROFILOGRAPH, PCCP | | | 0056 501-06322 149474.000 SYS | 20.17000 3014890.58| 26.50000 3961061.00| 26.00000 3886324.00 QC/QA-PCCP, 11 IN. | | | 0059 601-02636 1000.000 LFT | 17.34000 17340.00| 15.60000 15600.00| 19.00000 19000.00 GUARDRAIL, W BEAM, NESTED | | | 0061 601-05999 8.000 EACH| 40.80000 326.40| 40.00000 320.00| 44.00000 352.00 CURVED TERMINAL END | | | 0062 601-06037 4.000 EACH| 510.00000 2040.00| 625.00000 2500.00| 550.00000 2200.00 GUARDRAIL END TREATMENT, I | | | 0063 601-06228 1.000 EACH| 60129.00000 60129.00| 59700.00000 59700.00| 63700.00000 63700.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 601-06233 2.000 EACH| 7752.00000 15504.00| 6975.00000 13950.00| 8330.00000 16660.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0065 601-06246 1.000 EACH| 36822.00000 36822.00| 36270.00000 36270.00| 39600.00000 39600.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0066 601-06855 5.000 EACH| 612.00000 3060.00| 650.00000 3250.00| 660.00000 3300.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0068 601-94689 15.000 EACH| 1938.00000 29070.00| 1810.00000 27150.00| 2080.00000 31200.00 GUARDRAIL END TREATMENT, OS | | | 0070 601-99105 2500.000 LFT | 9.18000 22950.00| 8.85000 22125.00| 9.90000 24750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0072 602-01598 812.000 LFT | 54.01000 43856.12| 49.65000 40315.80| 64.00000 51968.00 BARRIER, MEDIAN, CONCRETE, 46 IN. | | | 0074 603-06040 15364.000 LFT | 3.67000 56385.88| 3.60000 55310.40| 4.00000 61456.00 FENCE, FARM FIELD, 47 IN. | | | 0077 605-06140 536.000 LFT | 11.07000 5933.52| 10.85000 5815.60| 18.00000 9648.00 CURB AND GUTTER, CONCRETE | | | 0080 610-07487 5019.000 TON | 48.60000 243923.40| 50.00000 250950.00| 53.00000 266007.00 HMA FOR APPROACHES, TYPE B | | | 0082 611-06497 9.000 EACH| 122.40000 1101.60| 175.00000 1575.00| 130.00000 1170.00 MAILBOX ASSEMBLY, SINGLE | | | 0083 611-06498 1.000 EACH| 163.20000 163.20| 225.00000 225.00| 180.00000 180.00 MAILBOX ASSEMBLY, DOUBLE | | | 0084 615-06490 35.000 EACH| 112.20000 3927.00| 108.00000 3780.00| 120.00000 4200.00 RIGHT OF WAY MARKER | | | 0085 615-06505 14.000 EACH| 408.00000 5712.00| 400.00000 5600.00| 440.00000 6160.00 MONUMENT, B | | | 0086 615-06510 15.000 EACH| 255.00000 3825.00| 360.00000 5400.00| 270.00000 4050.00 MONUMENT, C | | | 0087 615-06515 9.000 EACH| 102.00000 918.00| 112.00000 1008.00| 110.00000 990.00 MONUMENT, D | | | 0088 615-06527 4.000 EACH| 255.00000 1020.00| 350.00000 1400.00| 270.00000 1080.00 MONUMENT, SECTION CORNER | | | 0089 615-06530 1.000 EACH| 714.00000 714.00| 530.00000 530.00| 770.00000 770.00 POST, BENCHMARK | | | 0091 616-02320 1155.000 SYS | 2.10000 2425.50| 1.65000 1905.75| 1.80000 2079.00 GEOTEXTILES | | | 0092 616-05688 356.000 TON | 31.33000 11153.48| 21.00000 7476.00| 22.00000 7832.00 RIPRAP, CLASS 1 | | | 0094 616-06405 732.000 TON | 27.67000 20254.44| 21.00000 15372.00| 22.00000 16104.00 RIPRAP, REVETMENT | | | 0095 621-01004 6.000 EACH| 652.80000 3916.80| 1425.00000 8550.00| 700.00000 4200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 621-06545 46.000 TON | 504.90000 23225.40| 480.00000 22080.00| 540.00000 24840.00 FERTILIZER | | | 0098 621-06553 15593.000 LBS | 2.70000 42101.10| 2.53000 39450.29| 2.90000 45219.70 SEED MIXTURE, R | | | 0099 621-06557 7338.000 LBS | 1.58000 11594.04| 1.72000 12621.36| 1.70000 12474.60 SEED MIXTURE, T TEMPORARY | | | 0100 621-06565 366.000 TON | 382.50000 139995.00| 367.00000 134322.00| 410.00000 150060.00 MULCHING MATERIAL | | | 0101 621-06567 102.000 MG | 1.02000 104.04| 2.00000 204.00| 1.10000 112.20 WATER | | | 0102 621-06574 25475.000 SYS | 2.60000 66235.00| 2.95000 75151.25| 2.80000 71330.00 SODDING | | | 0104 622-52436 4.000 EACH| 29.58000 118.32| 25.00000 100.00| 32.00000 128.00 SIGN, DO NOT MOW OR SPRAY | | | 0105 622-91786 500.000 EACH| 5.36000 2680.00| 8.72000 4360.00| 5.80000 2900.00 SEEDLING | | | 0109 714-01366 190.000 LFT | 484.70000 92093.00| 528.00000 100320.00| 470.00000 89300.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0111 714-04661 100.000 LFT | 697.59000 69759.00| 610.00000 61000.00| 580.00000 58000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 11 FT. X 6 FT. | | | 0113 714-06613 98.000 LFT | 849.35000 83236.30| 771.50000 75607.00| 770.00000 75460.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 6 FT. | | | 0114 714-26702 312.000 LFT | 269.36000 84040.32| 350.00000 109200.00| 270.00000 84240.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0115 714-26718 130.000 LFT | 568.21000 73867.30| 585.00000 76050.00| 520.00000 67600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | 0116 714-93978 130.000 LFT | 323.56000 42062.80| 229.50000 29835.00| 210.00000 27300.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 2 FT. | | | 0117 715-05019 766.000 LFT | 88.89000 68089.74| 53.00000 40598.00| 71.00000 54386.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0118 715-05048 62479.000 LFT | 1.90000 118710.10| 2.50000 156197.50| 2.40000 149949.60 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0119 715-05053 9660.000 LFT | 8.50000 82110.00| 10.00000 96600.00| 13.00000 125580.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0120 715-05118 68.000 LFT | 19.93000 1355.24| 20.00000 1360.00| 29.00000 1972.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 715-05119 3779.000 LFT | 22.04000 83289.16| 22.00000 83138.00| 24.00000 90696.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0123 715-05123 338.000 LFT | 41.83000 14138.54| 32.00000 10816.00| 48.00000 16224.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0124 715-05127 420.000 LFT | 70.31000 29530.20| 67.00000 28140.00| 91.00000 38220.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0125 715-05128 192.000 LFT | 42.08000 8079.36| 76.00000 14592.00| 90.00000 17280.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0128 715-05152 361.000 LFT | 35.52000 12822.72| 26.00000 9386.00| 34.00000 12274.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0129 715-05168 160.000 LFT | 21.94000 3510.40| 23.00000 3680.00| 31.00000 4960.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0130 715-05169 290.000 LFT | 24.91000 7223.90| 25.00000 7250.00| 33.00000 9570.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0132 715-05173 544.000 LFT | 43.58000 23707.52| 35.00000 19040.00| 48.00000 26112.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0133 715-05244 108.000 LFT | 101.98000 11013.84| 102.00000 11016.00| 130.00000 14040.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | 0135 715-05841 6.000 EACH| 0.10000 0.60| 1650.00000 9900.00| 800.00000 4800.00 CONCRETE ANCHOR, 60 IN. | | | 0136 715-05842 8.000 EACH| 1239.20000 9913.60| 1380.00000 11040.00| 660.00000 5280.00 CONCRETE ANCHOR, 42 IN. | | | 0137 715-06004 4.000 EACH| 1448.46000 5793.84| 1540.00000 6160.00| 760.00000 3040.00 CONCRETE ANCHOR, 48 IN. | | | 0139 715-06492 4.000 EACH| 1448.46000 5793.84| 1770.00000 7080.00| 770.00000 3080.00 CONCRETE ANCHOR, 54 IN. | | | 0140 715-06802 2.000 EACH| 1448.46000 2896.92| 1660.00000 3320.00| 810.00000 1620.00 CONCRETE ANCHOR, MIN. AREA 18.1 SQ. FT. | | | 0141 715-07090 1.000 EACH| 1448.46000 1448.46| 1320.00000 1320.00| 810.00000 810.00 CONCRETE ANCHOR, MIN. AREA 11.6 SFT. | | | 0142 715-07270 24.000 LFT | 110.91000 2661.84| 179.00000 4296.00| 270.00000 6480.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 18.1 | | | SFT. | | | 0144 715-35000 585.000 LFT | 2.52000 1474.20| 4.50000 2632.50| 8.80000 5148.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, 6 | | | IN. | | | 0145 715-35005 785.000 LFT | 4.08000 3202.80| 5.00000 3925.00| 9.90000 7771.50 PIPE, DRAINTILE, CLASS EXTRA QUALITY, 8 | | | IN. | | | 0146 715-46000 5.000 EACH| 147.14000 735.70| 230.00000 1150.00| 270.00000 1350.00 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 715-46005 54.000 EACH| 161.49000 8720.46| 255.00000 13770.00| 200.00000 10800.00 PIPE END SECTION, 15 IN. | | | 0148 715-46010 1.000 EACH| 180.66000 180.66| 300.00000 300.00| 250.00000 250.00 PIPE END SECTION, 18 IN. | | | 0149 715-46020 21.000 EACH| 247.04000 5187.84| 470.00000 9870.00| 440.00000 9240.00 PIPE END SECTION, 24 IN. | | | 0150 715-46040 30.000 EACH| 456.52000 13695.60| 910.00000 27300.00| 850.00000 25500.00 PIPE END SECTION, 36 IN. | | | 0151 716-07635 828.000 LFT | 295.89000 244996.92| 350.00000 289800.00| 300.00000 248400.00 PIPE INSTALLATION, TRENCHLESS, 36 IN. | | | 0152 716-07636 60.000 LFT | 459.27000 27556.20| 427.00000 25620.00| 430.00000 25800.00 PIPE INSTALLATION, TRENCHLESS, 42 IN. | | | 0153 716-07637 170.000 LFT | 514.30000 87431.00| 438.00000 74460.00| 510.00000 86700.00 PIPE INSTALLATION, TRENCHLESS, 48 IN. | | | 0154 716-07726 68.000 LFT | 550.50000 37434.00| 522.00000 35496.00| 520.00000 35360.00 PIPE INSTALLATION, TRENCHLESS, 54 IN. | | | 0155 716-07727 132.000 LFT | 0.10000 13.20| 20.00000 2640.00| 690.00000 91080.00 PIPE INSTALLATION, TRENCHLESS, 60 IN. | | | 0156 716-07728 54.000 LFT | 0.10000 5.40| 30.00000 1620.00| 1370.00000 73980.00 PIPE INSTALLATION, TRENCHLESS, 72 IN. | | | 0157 718-06528 143.000 EACH| 520.00000 74360.00| 600.00000 85800.00| 470.00000 67210.00 OUTLET PROTECTOR, 1 | | | 0158 718-06529 14.000 EACH| 475.00000 6650.00| 650.00000 9100.00| 440.00000 6160.00 OUTLET PROTECTOR, 2 | | | 0159 718-06531 26.000 EACH| 430.00000 11180.00| 575.00000 14950.00| 440.00000 11440.00 OUTLET PROTECTOR, 3 | | | 0160 718-06532 6600.000 LFT | 0.92000 6072.00| 0.90000 5940.00| 0.99000 6534.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0161 718-52610 5713.000 CYS | 31.08000 177560.04| 35.00000 199955.00| 31.00000 177103.00 AGGREGATE FOR UNDERDRAINS | | | 0162 718-99153 33337.000 SYS | 0.80000 26669.60| 1.00000 33337.00| 1.10000 36670.70 GEOTEXTILES FOR UNDERDRAIN | | | 0164 720-45030 1.000 EACH| 1400.05000 1400.05| 1290.00000 1290.00| 1340.00000 1340.00 INLET, E7 | | | 0165 720-45041 1.000 EACH| 2971.80000 2971.80| 2150.00000 2150.00| 2410.00000 2410.00 INLET, H5 | | | 0166 720-45045 2.000 EACH| 1680.23000 3360.46| 3379.89000 6759.78| 1810.00000 3620.00 INLET, J10 | | | 0168 720-45065 43.000 EACH| 3479.02000 149597.86| 3250.00000 139750.00| 3700.00000 159100.00 INLET, N12 | | | 0171 721-43035 13.000 EACH| 2575.12000 33476.56| 3360.00000 43680.00| 5130.00000 66690.00 AUTOMATIC DRAINAGE GATE, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 721-43040 2.000 EACH| 4315.22000 8630.44| 5340.00000 10680.00| 7450.00000 14900.00 AUTOMATIC DRAINAGE GATE, 42 IN. | | | 0173 721-43045 6.000 EACH| 5298.33000 31789.98| 6210.00000 37260.00| 8730.00000 52380.00 AUTOMATIC DRAINAGE GATE, 48 IN. | | | 0174 721-43050 2.000 EACH| 7264.54000 14529.08| 8700.00000 17400.00| 11700.00000 23400.00 AUTOMATIC DRAINAGE GATE, 54 IN. | | | 0177 723-06660 542.000 SYS | 0.10000 54.20| 88.00000 47696.00| 57.00000 30894.00 WINGWALL | | | 0178 723-06912 216.200 LFT | 0.10000 21.62| 825.00000 178365.00| 1950.00000 421590.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 96 IN. | | | 0179 801-04308 13.000 EACH| 504.90000 6563.70| 495.00000 6435.00| 14.00000 182.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0180 801-06196 76.000 EACH| 63.24000 4806.24| 62.00000 4712.00| 83.00000 6308.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0181 801-06203 64655.000 LFT | 0.09000 5818.95| 0.09000 5818.95| 0.10000 6465.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0182 801-06640 51.000 EACH| 172.38000 8791.38| 169.00000 8619.00| 190.00000 9690.00 CONSTRUCTION SIGN, A | | | 0183 801-06645 12.000 EACH| 51.00000 612.00| 50.00000 600.00| 55.00000 660.00 CONSTRUCTION SIGN, B | | | 0184 801-06710 1460.000 DAY | 12.24000 17870.40| 12.00000 17520.00| 13.00000 18980.00 FLASHING ARROW SIGN | | | 0185 801-06775 LUMP| 169275.16000 169275.16| 40000.00000 40000.00| 126210.66000 126210.66 MAINTAINING TRAFFIC | | | 0186 801-07118 204.000 LFT | 15.30000 3121.20| 15.00000 3060.00| 16.00000 3264.00 BARRICADE, III-A | | | 0187 801-07119 180.000 LFT | 20.40000 3672.00| 20.00000 3600.00| 22.00000 3960.00 BARRICADE, III-B | | | 0188 801-99049 1.000 EACH| 5610.00000 5610.00| 5500.00000 5500.00| 9320.00000 9320.00 CHANGEABLE MESSAGE SIGN, OVERHEAD | | | RELOCATE | | | 0189 802-02475 1.000 EACH| 428.40000 428.40| 420.00000 420.00| 550.00000 550.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0190 802-04893 6.000 EACH| 40.80000 244.80| 40.00000 240.00| 270.00000 1620.00 REFERENCE POST | | | 0191 802-05701 545.500 LFT | 5.81000 3169.36| 5.70000 3109.35| 8.80000 4800.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0192 802-05702 380.000 LFT | 3.37000 1280.60| 3.30000 1254.00| 8.00000 3040.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0193 802-07048 1.000 EACH| 2907.00000 2907.00| 2850.00000 2850.00| 2960.00000 2960.00 TRAFFIC SIGN SUPPORT FOUNDATION, II | | | 0194 802-07060 2.000 EACH| 163.20000 326.40| 160.00000 320.00| 31.00000 62.00 SIGN, SHEET, RELOCATE | | | 0195 802-07137 2.000 EACH| 244.80000 489.60| 240.00000 480.00| 460.00000 920.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0196 802-76025 68.200 SFT | 10.00000 682.00| 9.80000 668.36| 15.00000 1023.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0197 802-76035 474.480 SFT | 10.40000 4934.59| 10.20000 4839.70| 16.00000 7591.68 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0198 802-76095 381.000 LBS | 3.16000 1203.96| 3.10000 1181.10| 2.60000 990.60 STRUCTURAL STEEL, BREAKAWAY | | | 0199 804-06771 32.000 EACH| 18.36000 587.52| 24.25000 776.00| 55.00000 1760.00 DELINEATOR POST, FLEXIBLE | | | 0200 805-01842 1.000 EACH| 663.00000 663.00| 650.00000 650.00| 700.00000 700.00 HANDHOLE, SIGNAL | | | 0201 805-01844 370.000 LFT | 11.73000 4340.10| 11.50000 4255.00| 11.00000 4070.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0202 805-02426 700.000 LFT | 2.86000 2002.00| 2.80000 1960.00| 5.30000 3710.00 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0203 805-02437 1.000 EACH| 1224.00000 1224.00| 1200.00000 1200.00| 1970.00000 1970.00 CONTROLLER, RELOCATE AND REWIRE | | | 0204 805-05594 200.000 LFT | 2.55000 510.00| 2.50000 500.00| 3.50000 700.00 COMMUNICATION CABLE, VOICE GRADE 3-PAIR | | | IN DUCT | | | 0205 805-78510 1110.000 LFT | 1.12000 1243.20| 1.10000 1221.00| 0.88000 976.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0206 805-78746 142.000 LFT | 28.56000 4055.52| 28.00000 3976.00| 20.00000 2840.00 PREFORMED LOOP DETECTORS | | | 0207 805-78925 1.000 EACH| 561.00000 561.00| 550.00000 550.00| 710.00000 710.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0208 805-86925 2.000 EACH| 14.69000 29.38| 14.40000 28.80| 33.00000 66.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0209 807-02194 1.000 EACH| 2193.00000 2193.00| 2150.00000 2150.00| 2850.00000 2850.00 SERVICE POINT, II, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 807-86910 1.000 EACH| 25.81000 25.81| 26.30000 26.30| 30.00000 30.00 CONNECTOR KIT, UNFUSED | | | 0211 807-86915 2.000 EACH| 31.11000 62.22| 30.50000 61.00| 37.00000 74.00 CONNECTOR KIT, FUSED | | | 0212 808-03002 7963.000 LFT | 0.41000 3264.83| 0.40000 3185.20| 0.44000 3503.72 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0213 808-03631 35860.000 LFT | 0.41000 14702.60| 0.40000 14344.00| 0.44000 15778.40 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0214 808-03632 32521.000 LFT | 0.41000 13333.61| 0.40000 13008.40| 0.44000 14309.24 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0216 808-06694 1936.000 LFT | 0.20000 387.20| 0.20000 387.20| 0.22000 425.92 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0217 808-06703 10177.000 LFT | 0.27000 2747.79| 0.26000 2646.02| 0.29000 2951.33 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0218 808-74807 19.000 EACH| 131.58000 2500.02| 129.00000 2451.00| 140.00000 2660.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0219 808-74808 18.000 EACH| 139.74000 2515.32| 137.00000 2466.00| 150.00000 2700.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0220 808-75060 731.000 LFT | 1.38000 1008.78| 1.35000 986.85| 1.50000 1096.50 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 12 IN. | | | 0221 808-75245 9677.000 LFT | 0.27000 2612.79| 0.26000 2516.02| 0.29000 2806.33 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0222 808-75278 238.000 LFT | 1.43000 340.34| 1.40000 333.20| 1.50000 357.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0223 808-75297 257.000 LFT | 2.81000 722.17| 2.75000 706.75| 3.00000 771.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0224 808-75340 1.000 EACH| 357.00000 357.00| 350.00000 350.00| 380.00000 380.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0225 808-75996 211.000 EACH| 6.12000 1291.32| 6.00000 1266.00| 11.00000 2321.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0226 808-75998 420.000 EACH| 17.34000 7282.80| 17.00000 7140.00| 22.00000 9240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0228 202-01261 12.000 EACH| 765.00000 9180.00| 150.00000 1800.00| 150.00000 1800.00 TESTING FOR ASBESTOS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 714-06278 246.000 LFT | 418.80000 103024.80| 465.00000 114390.00| 400.00000 98400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 4 FT. | | | 0230 808-06711 1281.000 LFT | 0.10000 128.10| 0.10000 128.10| 0.10000 128.10 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0231 808-06713 3636.000 LFT | 0.10000 363.60| 0.10000 363.60| 0.10000 363.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0232 808-06714 2436.000 LFT | 0.10000 243.60| 0.10000 243.60| 0.10000 243.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0233 808-75008 2677.000 LFT | 0.20000 535.40| 0.20000 535.40| 0.20000 535.40 LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0234 211-02050 677.000 CYS | 9.72000 6580.44| 14.95000 10121.15| 23.00000 15571.00 B BORROW | | | 0235 213-52830 300.000 CYS | 61.56000 18468.00| 80.00000 24000.00| 140.00000 42000.00 FLOWABLE MORTAR | | | 0236 616-06406 100.000 SYS | 21.10000 2110.00| 30.00000 3000.00| 1.10000 110.00 RIPRAP, REVETMENT | | | 0237 702-04878 7000.000 LBS | 2.16000 15120.00| 2.75000 19250.00| 2.50000 17500.00 GRATES, BASINS, AND FITTINGS, DUCTILE | | | IRON | | | 0238 708-01112 500.000 CYS | 71.77000 35885.00| 150.00000 75000.00| 150.00000 75000.00 GROUT, NON-SHRINK | | | 0239 732-90573 430.000 LFT | 4.62000 1986.60| 9.00000 3870.00| 7.10000 3053.00 WATER SERVICE LINE, 0.75 IN | | | 0240 715-01902 216.000 LFT | 9.63000 2080.08| 21.00000 4536.00| 8.20000 1771.20 WATER SERVICE LINE, 2 IN. CASING | | | 0241 715-06696 1415.000 LFT | 20.74000 29347.10| 14.00000 19810.00| 25.00000 35375.00 PIPE, PVC, 10 IN. | | | 0242 715-90714 3065.000 LFT | 23.99000 73529.35| 16.50000 50572.50| 27.00000 82755.00 PIPE, PVC, 12 IN. | | | 0243 715-91361 3796.000 LFT | 18.68000 70909.28| 10.10000 38339.60| 18.00000 68328.00 PIPE, PVC, 6 IN. | | | 0244 715-04612 1805.000 LFT | 31.46000 56785.30| 31.60000 57038.00| 39.00000 70395.00 PIPE , PVC, 14 IN. | | | 0245 716-07631 427.000 LFT | 0.10000 42.70| 125.00000 53375.00| 220.00000 93940.00 PIPE INSTALLATION, TRENCHLESS, 15 IN. | | | 0246 720-03280 1.000 EACH| 3725.97000 3725.97| 4270.00000 4270.00| 4910.00000 4910.00 MANHOLE, J, MODIFIED AND LEAK DETECTION | | | VALVE | | | 0247 732-02433 16.000 EACH| 1494.32000 23909.12| 1450.00000 23200.00| 1380.00000 22080.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 110 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,739,817.08 ROUTE : 62 CALL ORDER : 110 CONTRACT ID : R -25272-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0999231 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0248 732-02531 6.000 EACH| 629.19000 3775.14| 590.00000 3540.00| 590.00000 3540.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0249 732-04926 3.000 EACH| 1440.25000 4320.75| 1225.00000 3675.00| 960.00000 2880.00 VALVE WITH BOX RESTRAINED, GATE, | | | DUCTILE IRON, 10 IN. | | | 0250 732-04926 2.000 EACH| 1533.65000 3067.30| 3700.00000 7400.00| 3600.00000 7200.00 VALVE WITH BOX RESTRAINED, GATE, | | | DUCTILE IRON, 14 IN. | | | 0251 732-04445 LUMP| 1297.70000 1297.70| 43300.00000 43300.00| 8950.00000 8950.00 WATER TAP | | | 0252 732-90578 2.000 EACH| 645.90000 1291.80| 690.00000 1380.00| 670.00000 1340.00 WATER METER, RELOCATE | | | 0253 732-91742 4.000 EACH| 1736.17000 6944.68| 2300.00000 9200.00| 2710.00000 10840.00 FIRE HYDRANT | | | 0254 732-98139 6.000 EACH| 688.18000 4129.08| 690.00000 4140.00| 460.00000 2760.00 METER, RESET | | | 0255 606-07485 62703.000 LFT | 0.22000 13794.66| 0.18000 11286.54| 0.18000 11286.54 MILLED PCCP SHOULDER CORRUGATIONS | | | 0256 503-05240 49524.000 LFT | 5.98000 296153.52| 10.00000 495240.00| 13.00000 643812.00 D-1 CONTRACTION JOINT | | | 0257 715-46030 12.000 EACH| 415.67000 4988.04| 770.00000 9240.00| 500.00000 6000.00 PIPE END SECTION, 30 IN. | | | 0258 716-07634 180.000 LFT | 320.50000 57690.00| 310.00000 55800.00| 300.00000 54000.00 PIPE INSTALLATION, TRENCHLESS, 30 IN. | | | 0259 721-43030 6.000 EACH| 2368.67000 14212.02| 3130.00000 18780.00| 4760.00000 28560.00 AUTOMATIC DRAINAGE GATE, 30 IN. | | | 0260 715-04381 4.000 LFT | 544.16000 2176.64| 1120.00000 4480.00| 680.00000 2720.00 PIPE END SECTION, 42 IN. | | | 0261 715-02246 10.000 EACH| 642.47000 6424.70| 1340.00000 13400.00| 770.00000 7700.00 PIPE END SECTION, 48 IN. | | | SECTION TOTALS | $ 14,034,161.65| $ 16,675,000.00| $ 16,890,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,034,161.65| $ 16,675,000.00| $ 16,890,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/05/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0628007 0628007 0628007 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR REJECTED $ 17,394,285.71 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. AWARD $ 17,618,600.00 101.2895% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 22,111,822.33 127.1211% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06657 280.000 MOS | 60.00000 16800.00| 63.00000 17640.00| 110.00000 30800.00 PHONE, CELLULAR | | | 0002 105-06845 LUMP| 350000.00000 350000.00| 310000.00000 310000.00| 450000.00000 450000.00 CONSTRUCTION ENGINEERING | | | 0004 105-07040 30.000 MOS | 950.00000 28500.00| 1200.00000 36000.00| 2600.00000 78000.00 FIELD OFFICE, C | | | 0005 110-01001 LUMP| 825500.00000 825500.00| 875000.00000 875000.00| 1100000.00000 1100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 120000.00000 120000.00| 260000.00000 260000.00| 330000.00000 330000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 11116.300 m2 | 5.50000 61139.65| 1.10000 12227.93| 10.00000 111163.00 PAVEMENT, REMOVE | | | 0008 202-02241 1642.000 m | 5.00000 8210.00| 4.90000 8045.80| 5.20000 8538.40 GUARDRAIL, REMOVE | | | 0009 202-03000 LUMP| 6500.00000 6500.00| 6800.00000 6800.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0010 202-03000 LUMP| 8000.00000 8000.00| 3900.00000 3900.00| 14000.00000 14000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0011 202-03000 LUMP| 5000.00000 5000.00| 6870.00000 6870.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 | | | 0012 202-03000 LUMP| 18000.00000 18000.00| 8700.00000 8700.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-03000 LUMP| 5000.00000 5000.00| 5700.00000 5700.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0014 202-03000 LUMP| 5000.00000 5000.00| 7700.00000 7700.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0015 202-03000 LUMP| 20000.00000 20000.00| 8600.00000 8600.00| 27000.00000 27000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0016 202-03000 LUMP| 2000.00000 2000.00| 3200.00000 3200.00| 7400.00000 7400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 58 | | | 0017 202-03000 LUMP| 10000.00000 10000.00| 6450.00000 6450.00| 16000.00000 16000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0018 202-03000 LUMP| 4000.00000 4000.00| 4760.00000 4760.00| 9500.00000 9500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0019 202-51133 213.800 m | 20.00000 4276.00| 4.20000 897.96| 35.00000 7483.00 RAILING, REMOVE | | | 0020 202-51328 LUMP| 16500.00000 16500.00| 35000.00000 35000.00| 6700.00000 6700.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0021 202-51328 LUMP| 20900.00000 20900.00| 21000.00000 21000.00| 23000.00000 23000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0022 202-60820 94200.000 m2 | 0.70000 65940.00| 0.15000 14130.00| 1.30000 122460.00 SURFACE MILLING, ASPHALT | | | 0023 203-02000 181748.000 m3 | 12.00000 2180976.00| 11.30000 2053752.40| 14.00000 2544472.00 EXCAVATION, COMMON | | | 0024 203-02010 68400.000 m3 | 13.00000 889200.00| 12.20000 834480.00| 19.00000 1299600.00 EXCAVATION, ROCK | | | 0025 203-02070 20000.000 m3 | 11.00000 220000.00| 5.75000 115000.00| 1.00000 20000.00 BORROW | | | 0026 205-06932 6008.000 m | 11.78000 70774.24| 5.80000 34846.40| 12.00000 72096.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0027 205-06935 1.000 EACH| 4800.00000 4800.00| 300.00000 300.00| 6400.00000 6400.00 TEMPORARY SEDIMENT BASIN | | | 0028 205-06936 10980.000 Mg | 20.00000 219600.00| 20.00000 219600.00| 29.00000 318420.00 TEMPORARY SEDIMENT TRAP | | | 0029 206-51215 388.000 m3 | 80.00000 31040.00| 95.00000 36860.00| 150.00000 58200.00 EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 206-51230 4797.000 m3 | 16.00000 76752.00| 26.00000 124722.00| 92.00000 441324.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0031 207-07498 33600.000 m2 | 3.50000 117600.00| 4.20000 141120.00| 3.90000 131040.00 SUBGRADE TREATMENT, TYPE A | | | 0032 211-06467 5.000 m3 | 84.00000 420.00| 200.00000 1000.00| 54.00000 270.00 AGGREGATE FOR END BENT BACKFILL | | | 0033 211-07454 16047.000 m3 | 12.50000 200587.50| 15.95000 255949.65| 20.00000 320940.00 STRUCTURE BACKFILL | | | 0034 213-52830 290.000 m3 | 68.00000 19720.00| 65.00000 18850.00| 86.00000 24940.00 FLOWABLE MORTAR | | | 0035 301-07448 75201.000 Mg | 14.00000 1052814.00| 12.00000 902412.00| 13.00000 977613.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0036 304-07490 1060.000 Mg | 75.00000 79500.00| 75.00000 79500.00| 98.00000 103880.00 HMA PATCHING, TYPE B | | | 0037 401-06264 LUMP| 75000.00000 75000.00| 5000.00000 5000.00| 18000.00000 18000.00 PROFILOGRAPH, HMA | | | 0038 401-07328 16043.000 Mg | 37.00000 593591.00| 40.20000 644928.60| 55.00000 882365.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0041 401-07397 26846.000 Mg | 31.00000 832226.00| 36.00000 966456.00| 42.00000 1127532.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0042 401-07412 23463.000 Mg | 29.00000 680427.00| 39.00000 915057.00| 42.00000 985446.00 QC/QA-HMA, 2, 70, BASE, 25.0 mm | | | 0043 401-07430 10687.000 Mg | 34.00000 363358.00| 39.50000 422136.50| 43.00000 459541.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0044 402-07433 700.000 Mg | 44.00000 30800.00| 35.00000 24500.00| 55.00000 38500.00 HMA SURFACE, TYPE B | | | 0045 402-07438 1225.000 Mg | 37.00000 45325.00| 30.00000 36750.00| 41.00000 50225.00 HMA INTERMEDIATE, TYPE B | | | 0046 404-05514 1575.000 m2 | 5.00000 7875.00| 5.50000 8662.50| 4.60000 7245.00 SEAL COAT, 5 | | | 0047 405-05517 144.700 Mg | 225.00000 32557.50| 125.00000 18087.50| 390.00000 56433.00 ASPHALT FOR PRIME COAT | | | 0048 406-05520 151.000 Mg | 200.00000 30200.00| 110.00000 16610.00| 190.00000 28690.00 ASPHALT FOR TACK COAT | | | 0050 601-01522 8.000 EACH| 1250.00000 10000.00| 1175.00000 9400.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0051 601-01700 3.000 EACH| 1515.00000 4545.00| 1518.00000 4554.00| 1600.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0052 601-01839 3.000 EACH| 1515.00000 4545.00| 1515.00000 4545.00| 1600.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 601-01846 13.000 EACH| 1500.00000 19500.00| 1407.00000 18291.00| 1500.00000 19500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0054 601-02636 609.600 m | 50.00000 30480.00| 48.50000 29565.60| 51.00000 31089.60 GUARDRAIL, W BEAM, NESTED | | | 0055 601-04746 6.000 EACH| 6800.00000 40800.00| 6703.00000 40218.00| 7000.00000 42000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0056 601-94689 46.000 EACH| 1800.00000 82800.00| 2100.00000 96600.00| 1800.00000 82800.00 GUARDRAIL END TREATMENT, OS | | | 0057 601-99105 4307.630 m | 29.00000 124921.27| 27.50000 118459.83| 29.00000 124921.27 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0058 602-06639 278.680 m | 39.00000 10868.52| 95.00000 26474.60| 65.00000 18114.20 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0059 602-06646 80.000 m | 37.00000 2960.00| 85.00000 6800.00| 97.00000 7760.00 TEMPORARY CONCRETE BARRIER | | | 0060 602-06729 38.000 EACH| 8.00000 304.00| 10.00000 380.00| 26.00000 988.00 BARRIER DELINEATOR | | | 0061 604-06069 193.500 m2 | 79.00000 15286.50| 51.50000 9965.25| 79.00000 15286.50 CURB RAMP, CONCRETE | | | 0062 604-91531 740.000 m2 | 34.00000 25160.00| 30.25000 22385.00| 34.00000 25160.00 SIDEWALK, CONCRETE, 100 mm | | | 0063 605-06140 900.000 m | 44.00000 39600.00| 45.00000 40500.00| 57.00000 51300.00 CURB AND GUTTER, CONCRETE | | | 0064 605-94811 3.000 EACH| 625.00000 1875.00| 800.00000 2400.00| 1600.00000 4800.00 CURB TURNOUT | | | 0065 607-06370 112.000 m | 250.00000 28000.00| 225.00000 25200.00| 410.00000 45920.00 PAVED SIDE DITCH, H | | | 0066 610-06257 256.000 m2 | 79.00000 20224.00| 84.00000 21504.00| 65.00000 16640.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0068 611-05330 741.000 m2 | 49.00000 36309.00| 36.00000 26676.00| 46.00000 34086.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0069 611-06497 129.000 EACH| 180.00000 23220.00| 180.00000 23220.00| 190.00000 24510.00 MAILBOX ASSEMBLY, SINGLE | | | 0071 615-06490 639.000 EACH| 112.00000 71568.00| 110.00000 70290.00| 110.00000 70290.00 RIGHT OF WAY MARKER | | | 0072 615-06505 169.000 EACH| 410.00000 69290.00| 388.00000 65572.00| 400.00000 67600.00 MONUMENT, B | | | 0073 615-06510 27.000 EACH| 375.00000 10125.00| 345.00000 9315.00| 360.00000 9720.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 616-02320 30886.000 m2 | 1.20000 37063.20| 2.50000 77215.00| 2.30000 71037.80 GEOTEXTILES | | | 0075 616-05688 1264.600 Mg | 22.00000 27821.20| 27.00000 34144.20| 31.00000 39202.60 RIPRAP, CLASS 1 | | | 0076 616-05689 1836.200 Mg | 24.00000 44068.80| 27.20000 49944.64| 33.00000 60594.60 RIPRAP, CLASS 2 | | | 0077 616-06405 13836.200 Mg | 18.00000 249051.60| 23.10000 319616.22| 21.00000 290560.20 RIPRAP, REVETMENT | | | 0078 621-01004 13.000 EACH| 650.00000 8450.00| 350.00000 4550.00| 630.00000 8190.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02770 900.000 m2 | 1.75000 1575.00| 1.75000 1575.00| 1.70000 1530.00 EROSION CONTROL BLANKET | | | 0080 621-06545 43.000 Mg | 575.00000 24725.00| 315.00000 13545.00| 560.00000 24080.00 FERTILIZER | | | 0081 621-06548 121.000 kg | 60.00000 7260.00| 97.00000 11737.00| 58.00000 7018.00 SEED MIXTURE, CV | | | 0082 621-06553 8930.000 kg | 6.00000 53580.00| 5.50000 49115.00| 5.90000 52687.00 SEED MIXTURE, R | | | 0083 621-06557 180.000 kg | 6.00000 1080.00| 3.98000 716.40| 5.80000 1044.00 SEED MIXTURE, T | | | 0084 621-06565 220.500 Mg | 435.00000 95917.50| 342.50000 75521.25| 430.00000 94815.00 MULCHING MATERIAL | | | 0085 621-06567 7700.000 kL | 0.50000 3850.00| 0.10000 770.00| 0.58000 4466.00 WATER | | | 0086 621-06574 44126.000 m2 | 3.30000 145615.80| 3.32000 146498.32| 3.20000 141203.20 SODDING | | | 0087 621-06575 2501.000 m2 | 3.30000 8253.30| 3.35000 8378.35| 3.20000 8003.20 SODDING, NURSERY | | | 0088 621-52448 40.000 EACH| 25.00000 1000.00| 30.00000 1200.00| 26.00000 1040.00 SIGN, DO NOT SPRAY | | | 0089 622-52436 8.000 EACH| 25.00000 200.00| 31.00000 248.00| 26.00000 208.00 SIGN, DO NOT MOW OR SPRAY | | | 0090 622-91786 285.000 EACH| 10.00000 2850.00| 10.05000 2864.25| 10.00000 2850.00 SEEDLING | | | 0091 702-51005 10.880 m3 | 800.00000 8704.00| 1400.00000 15232.00| 1100.00000 11968.00 CONCRETE, A, SUBSTRUCTURE | | | 0092 702-51863 1948.000 EACH| 12.95000 25226.60| 4.50000 8766.00| 12.00000 23376.00 FIELD DRILLED HOLE IN CONCRETE | | | 0093 703-51030 3405.000 kg | 1.25000 4256.25| 1.10000 3745.50| 2.20000 7491.00 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 703-51032 8644.000 kg | 1.75000 15127.00| 1.15000 9940.60| 2.30000 19881.20 REINFORCING STEEL, EPOXY COATED | | | 0095 703-90512 30.000 EACH| 16.00000 480.00| 14.00000 420.00| 8.60000 258.00 THREADED BAR SPLICE | | | 0096 703-97703 16.000 EACH| 20.00000 320.00| 13.80000 220.80| 11.00000 176.00 THREADED BAR SPLICE, EPOXY COATED | | | 0097 704-51002 11.680 m3 | 1000.00000 11680.00| 2118.00000 24738.24| 1100.00000 12848.00 CONCRETE, C, SUPERSTRUCTURE | | | 0098 706-05732 8.000 EACH| 1195.00000 9560.00| 1450.00000 11600.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0099 706-51025 193.180 m | 140.00000 27045.20| 175.00000 33806.50| 140.00000 27045.20 CONCRETE, C, RAILING | | | 0100 709-51821 LUMP| 5200.00000 5200.00| 3100.00000 3100.00| 1400.00000 1400.00 SURFACE SEAL , STR. NO. 2 | | | 0101 709-51821 LUMP| 1400.00000 1400.00| 1520.00000 1520.00| 1500.00000 1500.00 SURFACE SEAL , STR. NO.1 | | | 0102 714-01366 22.450 m | 2100.00000 47145.00| 1900.00000 42655.00| 1700.00000 38165.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0103 714-01634 73.530 m | 1500.00000 110295.00| 1005.00000 73897.65| 1500.00000 110295.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0104 714-04875 27.350 m | 2200.00000 60170.00| 2105.00000 57571.75| 2100.00000 57435.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, , 3000 mm X 1920 mm | | | 0105 714-06172 37.670 m | 2900.00000 109243.00| 2200.00000 82874.00| 2900.00000 109243.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1200 mm | | | 0106 714-06277 78.190 m | 3500.00000 273665.00| 2615.00000 204466.85| 2800.00000 218932.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0107 714-06677 16.370 m | 3800.00000 62206.00| 3235.00000 52956.95| 4200.00000 68754.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5400 mm X 1800 mm | | | 0108 714-07162 33.310 m | 2500.00000 83275.00| 2710.00000 90270.10| 2600.00000 86606.00 CULVERT, PRECAST REINFORCED CONCRETE | | | BOX, 4500 mm X 900 mm | | | 0109 714-07163 25.280 m | 3300.00000 83424.00| 2850.00000 72048.00| 3200.00000 80896.00 CULVERT, PRECAST REINFORCED CONCRETE | | | BOX, 5100 mm X 1200 mm | | | 0110 714-07164 28.480 m | 2300.00000 65504.00| 1930.00000 54966.40| 2400.00000 68352.00 CULVERT, PRECAST REINFORCED CONCRETE | | | BOX, 3300 mm X 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 714-07738 27.360 m | 3600.00000 98496.00| 3225.00000 88236.00| 3700.00000 101232.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5100 mm X 1800 mm | | | 0114 714-26702 87.260 m | 1400.00000 122164.00| 840.00000 73298.40| 1200.00000 104712.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0115 714-26703 26.400 m | 1600.00000 42240.00| 1230.00000 32472.00| 1400.00000 36960.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0116 714-26707 5.900 m | 1900.00000 11210.00| 1490.00000 8791.00| 1600.00000 9440.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0117 714-26708 40.190 m | 1600.00000 64304.00| 1380.00000 55462.20| 1700.00000 68323.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0118 714-26724 30.550 m | 2500.00000 76375.00| 1900.00000 58045.00| 2600.00000 79430.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0119 714-26725 17.280 m | 2900.00000 50112.00| 2670.00000 46137.60| 3000.00000 51840.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0120 714-93641 11.880 m | 1350.00000 16038.00| 1070.00000 12711.60| 1100.00000 13068.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0121 714-93978 20.040 m | 1000.00000 20040.00| 640.00000 12825.60| 860.00000 17234.40 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0123 714-99346 17.570 m | 985.00000 17306.45| 645.00000 11332.65| 700.00000 12299.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0124 714-99348 21.840 m | 1295.00000 28282.80| 1145.00000 25006.80| 1200.00000 26208.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0125 715-02246 2.000 EACH| 995.00000 1990.00| 865.00000 1730.00| 2000.00000 4000.00 PIPE END SECTION, 1200 mm | | | 0126 715-04612 20.020 m | 255.00000 5105.10| 180.00000 3603.60| 630.00000 12612.60 PIPE , TYPE 1, DEFORMED, 1245 mm X 838 | | | mm, CMPA | | | 0127 715-04612 21.770 m | 265.00000 5769.05| 190.00000 4136.30| 600.00000 13062.00 PIPE , TYPE 1, DEFORMED, 1448 mm X 965 | | | mm CMPA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 715-04612 12.600 m | 275.00000 3465.00| 240.00000 3024.00| 1000.00000 12600.00 PIPE , TYPE 3, DEFORMED, 1956 mm X 1321 | | | mm, CMPA | | | 0129 715-04629 2.000 EACH| 695.00000 1390.00| 610.00000 1220.00| 1800.00000 3600.00 PIPE END SECTION, 1245 mm X 838 mm | | | 0130 715-04629 2.000 EACH| 795.00000 1590.00| 640.00000 1280.00| 1800.00000 3600.00 PIPE END SECTION, 1448 mm X 965 mm | | | 0131 715-04629 2.000 EACH| 1495.00000 2990.00| 1215.00000 2430.00| 2400.00000 4800.00 PIPE END SECTION, 1956 mm X 1321 mm | | | 0132 715-05019 41.330 m | 295.00000 12192.35| 168.50000 6964.11| 390.00000 16118.70 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0133 715-05048 26010.000 m | 5.90000 153459.00| 7.80000 202878.00| 11.00000 286110.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0134 715-05053 1752.000 m | 18.00000 31536.00| 30.00000 52560.00| 36.00000 63072.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0135 715-05121 83.230 m | 175.00000 14565.25| 135.00000 11236.05| 140.00000 11652.20 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0136 715-05123 125.140 m | 185.00000 23150.90| 145.00000 18145.30| 170.00000 21273.80 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0137 715-05125 72.640 m | 235.00000 17070.40| 185.00000 13438.40| 210.00000 15254.40 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0138 715-05128 21.800 m | 255.00000 5559.00| 129.00000 2812.20| 660.00000 14388.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0139 715-05151 685.600 m | 95.00000 65132.00| 120.00000 82272.00| 100.00000 68560.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0140 715-05152 160.500 m | 98.00000 15729.00| 248.00000 39804.00| 150.00000 24075.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0141 715-05169 2007.900 m | 96.00000 192758.40| 57.50000 115454.25| 110.00000 220869.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0142 715-05171 12.000 m | 139.00000 1668.00| 80.00000 960.00| 140.00000 1680.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0144 715-46005 367.000 EACH| 125.00000 45875.00| 214.50000 78721.50| 320.00000 117440.00 PIPE END SECTION, 375 mm | | | 0145 715-46010 7.000 EACH| 145.00000 1015.00| 245.00000 1715.00| 360.00000 2520.00 PIPE END SECTION, 450 mm | | | 0146 715-46020 10.000 EACH| 205.00000 2050.00| 285.00000 2850.00| 450.00000 4500.00 PIPE END SECTION, 600 mm | | | 0147 715-46030 6.000 EACH| 305.00000 1830.00| 380.00000 2280.00| 730.00000 4380.00 PIPE END SECTION, 750 mm | | | 0148 715-46040 2.000 EACH| 455.00000 910.00| 510.00000 1020.00| 880.00000 1760.00 PIPE END SECTION, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 718-06529 290.000 EACH| 325.00000 94250.00| 275.00000 79750.00| 470.00000 136300.00 OUTLET PROTECTOR, 2 | | | 0152 718-52610 5898.500 m3 | 28.00000 165158.00| 41.20000 243018.20| 36.00000 212346.00 AGGREGATE FOR UNDERDRAINS | | | 0153 718-99153 52220.000 m2 | 0.50000 26110.00| 0.80000 41776.00| 1.80000 93996.00 GEOTEXTILES FOR UNDERDRAIN | | | 0154 720-45030 1.000 EACH| 950.00000 950.00| 1070.00000 1070.00| 2100.00000 2100.00 INLET, E7 | | | 0155 720-45045 7.000 EACH| 1100.00000 7700.00| 1345.00000 9415.00| 2100.00000 14700.00 INLET, J10 | | | 0156 720-45055 9.000 EACH| 1150.00000 10350.00| 1235.00000 11115.00| 2200.00000 19800.00 INLET, M10 | | | 0157 720-45075 2.000 EACH| 1200.00000 2400.00| 1370.00000 2740.00| 2200.00000 4400.00 INLET, R13 | | | 0158 720-45405 7.000 EACH| 1500.00000 10500.00| 2190.00000 15330.00| 3100.00000 21700.00 MANHOLE, B4 | | | 0159 722-51842 615.000 m2 | 81.00000 49815.00| 64.00000 39360.00| 59.00000 36285.00 BRIDGE DECK OVERLAY | | | 0160 722-51846 2.000 m3 | 434.50000 869.00| 434.50000 869.00| 434.50000 869.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0161 722-51852 20.000 m2 | 65.00000 1300.00| 100.00000 2000.00| 190.00000 3800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0162 722-60824 575.000 m2 | 4.00000 2300.00| 5.00000 2875.00| 8.60000 4945.00 SURFACE MILLING | | | 0163 723-06660 838.200 m2 | 825.00000 691515.00| 700.00000 586740.00| 840.00000 704088.00 WINGWALL | | | 0164 723-07623 25.520 m | 3800.00000 96976.00| 3005.00000 76687.60| 5300.00000 135256.00 STRUCTURE, PRECAST THREE-SIDED, 2740 mm | | | X 2740 mm | | | 0165 723-07624 40.260 m | 4800.00000 193248.00| 4600.00000 185196.00| 5900.00000 237534.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2440 mm | | | 0166 724-03276 30.000 m | 110.00000 3300.00| 250.00000 7500.00| 40.00000 1200.00 EXPANSION JOINT SEALING SYSTEM | | | 0167 724-51925 30.000 m | 225.00000 6750.00| 255.00000 7650.00| 300.00000 9000.00 STRUCTURAL EXPANSION JOINT, SS | | | 0168 801-01093 8.000 EACH| 2875.00000 23000.00| 2708.00000 21664.00| 2800.00000 22400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0169 801-01851 LUMP| 13500.00000 13500.00| 12600.00000 12600.00| 18000.00000 18000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 801-04308 8.000 EACH| 850.00000 6800.00| 760.00000 6080.00| 790.00000 6320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0171 801-06203 10639.000 m | 0.55000 5851.45| 0.50000 5319.50| 0.53000 5638.67 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0172 801-06207 10000.000 m | 3.00000 30000.00| 2.80000 28000.00| 2.90000 29000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0173 801-06625 80.000 EACH| 65.00000 5200.00| 65.00000 5200.00| 63.00000 5040.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0174 801-06640 92.000 EACH| 250.00000 23000.00| 242.50000 22310.00| 250.00000 23000.00 CONSTRUCTION SIGN, A | | | 0175 801-06645 26.000 EACH| 90.00000 2340.00| 85.00000 2210.00| 89.00000 2314.00 CONSTRUCTION SIGN, B | | | 0176 801-06775 LUMP| 277500.00000 277500.00| 266150.66000 266150.66| 530000.00000 530000.00 MAINTAINING TRAFFIC | | | 0177 801-07118 132.000 m | 45.00000 5940.00| 42.50000 5610.00| 42.00000 5544.00 BARRICADE, III-A | | | 0178 801-07119 264.000 m | 45.00000 11880.00| 42.50000 11220.00| 44.00000 11616.00 BARRICADE, III-B | | | 0180 802-76025 94.380 m2 | 125.00000 11797.50| 119.40000 11268.97| 100.00000 9438.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0181 802-76035 19.930 m2 | 129.00000 2570.97| 123.50000 2461.36| 110.00000 2192.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0182 802-76045 21.530 m2 | 165.00000 3552.45| 154.80000 3332.84| 150.00000 3229.50 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0183 802-76055 1228.000 m | 20.00000 24560.00| 19.60000 24068.80| 16.00000 19648.00 SIGN POST, A | | | 0184 802-76065 115.310 m | 21.00000 2421.51| 21.00000 2421.51| 17.00000 1960.27 SIGN POST, B | | | 0185 804-06770 290.000 EACH| 19.00000 5510.00| 18.50000 5365.00| 35.00000 10150.00 DELINEATOR POST | | | 0186 804-76350 20.000 EACH| 25.00000 500.00| 21.75000 435.00| 44.00000 880.00 DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0187 805-01815 2.000 EACH| 3500.00000 7000.00| 1780.00000 3560.00| 1900.00000 3800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0188 805-01879 1.000 EACH| 335.00000 335.00| 328.00000 328.00| 420.00000 420.00 SIGNAL SERVICE, INSTALL | | | 0189 805-06592 5.000 m | 80.00000 400.00| 75.00000 375.00| 32.00000 160.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 805-78010 1.000 EACH| 625.00000 625.00| 600.00000 600.00| 1100.00000 1100.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0191 805-78195 8.000 EACH| 335.00000 2680.00| 312.00000 2496.00| 220.00000 1760.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0192 805-78415 1.000 EACH| 995.00000 995.00| 935.00000 935.00| 1500.00000 1500.00 SPAN, CATENARY, AND TETHER | | | 0193 805-78420 1.000 EACH| 240.00000 240.00| 230.00000 230.00| 230.00000 230.00 DISCONNECT HANGER | | | 0194 805-78480 100.000 m | 4.85000 485.00| 4.45000 445.00| 2.60000 260.00 SIGNAL CABLE, 3C 14GA. | | | 0195 805-78485 60.000 m | 6.95000 417.00| 6.50000 390.00| 2.70000 162.00 SIGNAL CABLE, 5C 14GA. | | | 0196 805-81032 2.000 EACH| 2350.00000 4700.00| 2205.00000 4410.00| 2600.00000 5200.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0197 808-06703 45563.000 m | 0.75000 34172.25| 0.73000 33260.99| 0.76000 34627.88 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0198 808-06705 20.000 m | 4.00000 80.00| 3.65000 73.00| 3.80000 76.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0199 808-06716 2900.000 m | 0.82000 2378.00| 0.80000 2320.00| 0.83000 2407.00 LINE, REMOVE | | | 0200 808-75240 1027.000 m | 0.75000 770.25| 0.73000 749.71| 0.76000 780.52 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0201 808-75245 31912.000 m | 0.75000 23934.00| 0.73000 23295.76| 0.76000 24253.12 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0202 808-75297 246.000 m | 10.00000 2460.00| 9.90000 2435.40| 10.00000 2460.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0203 808-75320 62.000 EACH| 49.00000 3038.00| 45.50000 2821.00| 47.00000 2914.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0204 808-75325 31.000 EACH| 55.00000 1705.00| 52.50000 1627.50| 55.00000 1705.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0205 808-75996 853.000 EACH| 7.00000 5971.00| 4.75000 4051.75| 5.00000 4265.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0206 808-75998 1150.000 EACH| 20.00000 23000.00| 18.10000 20815.00| 19.00000 21850.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 120 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,736,793.66 ROUTE : 46 CALL ORDER : 120 CONTRACT ID : R -25996-A COUNTIES : BARTHOLOMEW DECATUR LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0918397 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0207 715-04612 25.280 m | 375.00000 9480.00| 255.00000 6446.40| 1000.00000 25280.00 PIPE , TYPE 1, DEFORMED, 1803 mm X 1194 | | | MM | | | 0208 715-04612 19.200 m | 295.00000 5664.00| 160.00000 3072.00| 920.00000 17664.00 PIPE , TYPE 1, DEFORMED, 889 mm X 610 mm| | | 0209 108-01614 LUMP| 12000.00000 12000.00| 7300.00000 7300.00| 26000.00000 26000.00 PARTNERING OVERHEAD | | | 0210 610-07487 5978.000 Mg | 59.00000 352702.00| 65.00000 388570.00| 67.00000 400526.00 HMA FOR APPROACHES, TYPE B | | | 0211 606-07484 33000.000 m | 0.60000 19800.00| 0.34000 11220.00| 2.70000 89100.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0212 801-09133 4.000 EACH| 17500.00000 70000.00| 16500.00000 66000.00| 17000.00000 68000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0213 214-07202 10380.000 m2 | 3.75000 38925.00| 3.50000 36330.00| 5.40000 56052.00 GEOGRID, I | | | 0214 207-07499 51900.000 m2 | 5.00000 259500.00| 5.55000 288045.00| 8.30000 430770.00 SUBGRADE TREATMENT, TYPE B , AGGREGATE | | | 0215 402-07451 1400.000 Mg | 55.00000 77000.00| 40.00000 56000.00| 43.00000 60200.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0216 401-07412 800.000 Mg | 45.00000 36000.00| 39.00000 31200.00| 43.00000 34400.00 QC/QA-HMA, 2, 70, BASE, 25.0 mm , | | | VARIABLE DEPTH | | | 0217 210-07095 LUMP| 7500.00000 7500.00| 10600.00000 10600.00| 12000.00000 12000.00 TEMPORARY SHORING, STR. NO. 57 | | | 0218 210-07095 LUMP| 7500.00000 7500.00| 10050.00000 10050.00| 12000.00000 12000.00 TEMPORARY SHORING, STR. NO. 56 | | | 0219 401-07320 8640.000 Mg | 36.00000 311040.00| 37.00000 319680.00| 45.00000 388800.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0220 401-07389 14100.000 Mg | 30.00000 423000.00| 36.00000 507600.00| 39.00000 549900.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0221 401-07406 24825.000 Mg | 28.00000 695100.00| 39.00000 968175.00| 42.00000 1042650.00 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0222 715-05119 139.100 m | 110.00000 15301.00| 115.00000 15996.50| 100.00000 13910.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0223 714-07773 23.690 m | 2700.00000 63963.00| 2700.00000 63963.00| 2700.00000 63963.00 CULKVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 900 mm | | | 0224 714-07774 20.950 m | 2700.00000 56565.00| 2650.00000 55517.50| 2800.00000 58660.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3900 mm X 1500 mm | | | SECTION TOTALS | $ 17,394,285.71| $ 17,618,600.00| $ 22,111,822.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,394,285.71| $ 17,618,600.00| $ 22,111,822.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : P152005 0152005 0152005 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 4,599,481.90 100.0000% 2 35-0524595 MOHR CONSTRUCTION CO $ 4,976,855.11 108.2046% 3 35-1139301 E & B PAVING, INC. $ 5,242,795.07 113.9866% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 5,692,983.00 123.7744% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06845 LUMP| 78300.00000 78300.00| 93346.80000 93346.80| 90000.00000 90000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 21.000 MOS | 1397.17000 29340.57| 2100.00000 44100.00| 2500.00000 52500.00 FIELD OFFICE, B | | | 0003 108-01614 LUMP| 5602.56000 5602.56| 20000.00000 20000.00| 10400.00000 10400.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 230000.00000 230000.00| 202000.00000 202000.00| 262100.00000 262100.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 92000.00000 92000.00| 93000.00000 93000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 18589.000 m2 | 6.18000 114880.02| 2.53000 47030.17| 9.03000 167858.67 PAVEMENT, REMOVE | | | 0007 202-02278 1919.000 m | 7.17000 13759.23| 7.00000 13433.00| 10.50000 20149.50 CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 80468.31000 80468.31| 35367.78000 35367.78| 33054.00000 33054.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-78515 LUMP| 2418.93000 2418.93| 2396.53000 2396.53| 2239.75000 2239.75 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-91385 21.000 EACH| 158.13000 3320.73| 428.00000 8988.00| 320.54000 6731.34 INLET, REMOVE | | | 0011 202-96133 212.000 m | 7.62000 1615.44| 35.00000 7420.00| 52.58000 11146.96 PIPE, REMOVE | | | 0012 203-02000 9933.000 m3 | 21.11000 209685.63| 22.15000 220015.95| 24.39000 242265.87 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-04931 312.000 EACH| 55.23000 17231.76| 25.00000 7800.00| 93.62000 29209.44 SEDIMENT TRAP | | | 0014 205-06931 89.000 Mg | 26.15000 2327.35| 40.00000 3560.00| 29.19000 2597.91 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 63.000 EACH| 54.00000 3402.00| 53.50000 3370.50| 50.00000 3150.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 638.000 m | 4.54000 2896.52| 4.49400 2867.17| 4.20000 2679.60 TEMPORARY SILT FENCE | | | 0017 206-51220 12.700 m3 | 386.69000 4910.96| 478.15090 6072.52| 446.87000 5675.25 EXCAVATION, WET | | | 0018 206-51230 9.600 m3 | 34.97000 335.71| 34.10090 327.37| 31.87000 305.95 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 206-51817 61.000 m2 | 229.65000 14008.65| 248.35770 15149.82| 232.11000 14158.71 SHEET PILING, STEEL , S=32.0 IN3/FT. | | | 0020 207-07498 17772.000 m2 | 5.68000 100944.96| 3.31700 58949.72| 10.16000 180563.52 SUBGRADE TREATMENT, TYPE A | | | 0021 211-02050 23.000 m3 | 25.48000 586.04| 35.31000 812.13| 19.74000 454.02 B BORROW | | | 0022 211-07454 5044.000 m3 | 25.05000 126352.20| 37.45000 188897.80| 24.65000 124334.60 STRUCTURE BACKFILL | | | 0023 301-07448 3759.000 Mg | 18.95000 71233.05| 20.28600 76255.07| 28.50000 107131.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-06464 25.000 m3 | 31.46000 786.50| 37.45000 936.25| 50.00000 1250.00 SUBBASE FOR PCCP | | | 0025 401-07333 2339.000 Mg | 58.32000 136410.48| 53.62100 125419.52| 48.00000 112272.00 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0026 401-07402 2558.000 Mg | 44.28000 113268.24| 47.11800 120527.84| 38.00000 97204.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07423 6938.000 Mg | 37.80000 262256.40| 41.19840 285834.50| 33.00000 228954.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0028 401-07429 3019.000 Mg | 42.30000 127703.70| 45.68250 137915.47| 36.00000 108684.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0029 402-07432 58.000 Mg | 103.52000 6004.16| 79.40000 4605.20| 89.00000 5162.00 HMA SURFACE, TYPE A | | | 0030 402-07435 173.000 Mg | 64.02000 11075.46| 79.40000 13736.20| 55.00000 9515.00 HMA INTERMEDIATE, TYPE A | | | 0031 404-05511 4972.000 m2 | 1.87000 9297.64| 1.46060 7262.10| 2.00000 9944.00 SEAL COAT, 2 | | | 0032 405-05518 7635.000 m2 | 1.08000 8245.80| 1.35390 10337.03| 1.00000 7635.00 ASPHALT FOR PRIME COAT | | | 0033 406-05521 69320.000 m2 | 0.11000 7625.20| 0.08170 5663.44| 0.07000 4852.40 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 502-06329 169.000 m2 | 59.10000 9987.90| 64.20000 10849.80| 68.00000 11492.00 PCCP, 300 mm | | | 0035 601-01700 2.000 EACH| 1744.20000 3488.40| 1728.05000 3456.10| 1615.00000 3230.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0036 601-06234 1.000 EACH| 16173.00000 16173.00| 16323.25000 16323.25| 15475.00000 15475.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0037 601-94689 2.000 EACH| 1971.00000 3942.00| 1952.75000 3905.50| 1825.00000 3650.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 223.000 m | 33.48000 7466.04| 33.17000 7396.91| 31.00000 6913.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 604-06069 1213.000 m2 | 41.72000 50606.36| 29.00000 35177.00| 64.00000 77632.00 CURB RAMP, CONCRETE | | | 0040 604-06788 287.000 m2 | 62.81000 18026.47| 42.00000 12054.00| 60.00000 17220.00 CROSSWALK | | | 0041 604-91531 3946.700 m2 | 26.61000 105021.69| 29.00000 114454.30| 30.00000 118401.00 SIDEWALK, CONCRETE, 100 mm | | | 0042 605-06120 2576.000 m | 29.31000 75502.56| 39.50000 101752.00| 43.00000 110768.00 CURB, CONCRETE | | | 0043 610-07486 819.000 Mg | 97.72000 80032.68| 79.40000 65028.60| 80.00000 65520.00 HMA FOR APPROACHES, TYPE A | | | 0044 611-03671 8.000 EACH| 702.92000 5623.36| 965.00000 7720.00| 578.00000 4624.00 TRASH RECEPTACLE | | | 0045 611-05330 1731.000 m2 | 33.90000 58680.90| 40.00000 69240.00| 37.50000 64912.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-06497 12.000 EACH| 142.56000 1710.72| 141.24000 1694.88| 132.00000 1584.00 MAILBOX ASSEMBLY, SINGLE | | | 0047 611-06498 1.000 EACH| 183.60000 183.60| 181.90000 181.90| 170.00000 170.00 MAILBOX ASSEMBLY, DOUBLE | | | 0048 615-06496 4.000 EACH| 53.23000 212.92| 107.00000 428.00| 125.00000 500.00 PARKING BARRIER | | | 0049 615-06505 8.000 EACH| 556.20000 4449.60| 551.05000 4408.40| 515.00000 4120.00 MONUMENT, B | | | 0050 615-06527 2.000 EACH| 648.00000 1296.00| 642.00000 1284.00| 600.00000 1200.00 MONUMENT, SECTION CORNER | | | 0051 616-02320 318.300 m2 | 3.10000 986.73| 2.00000 636.60| 3.98000 1266.83 GEOTEXTILES | | | 0052 616-05689 354.000 Mg | 37.34000 13218.36| 30.00000 10620.00| 44.60000 15788.40 RIPRAP, CLASS 2 | | | 0053 616-06405 175.890 Mg | 26.02000 4576.66| 30.00000 5276.70| 29.96000 5269.66 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06574 242.000 m2 | 3.43000 830.06| 3.40260 823.43| 3.18000 769.56 SODDING | | | 0055 621-06575 7503.000 m2 | 3.43000 25735.29| 3.40260 25529.71| 3.18000 23859.54 SODDING, NURSERY | | | 0056 622-03948 8.000 EACH| 535.68000 4285.44| 530.72000 4245.76| 496.00000 3968.00 PLANTER | | | 0057 622-05651 72.000 EACH| 853.20000 61430.40| 845.30000 60861.60| 790.00000 56880.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0058 622-05654 23.000 EACH| 20.25000 465.75| 20.06250 461.44| 18.75000 431.25 PLANT, PERENNIAL | | | 0059 701-51195 20.800 m | 160.19000 3331.95| 161.65560 3362.44| 151.08000 3142.46 PILE, STEEL H, HP 310 X 79 | | | 0060 702-51005 37.100 m3 | 590.29000 21899.76| 588.50000 21833.35| 550.00000 20405.00 CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51015 2.200 m3 | 1243.44000 2735.57| 1240.53660 2729.18| 1159.38000 2550.64 CONCRETE, B, FOOTINGS | | | 0062 702-51863 136.000 EACH| 6.33000 860.88| 6.32370 860.02| 5.91000 803.76 FIELD DRILLED HOLE IN CONCRETE | | | 0063 703-51030 22844.000 kg | 1.01000 23072.44| 1.12350 25665.23| 1.05000 23986.20 REINFORCING STEEL | | | 0064 703-51032 11648.000 kg | 1.22000 14210.56| 1.35890 15828.47| 1.27000 14792.96 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 237.900 m3 | 464.17000 110426.04| 489.52500 116458.00| 457.50000 108839.25 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-06349 29.300 m | 405.98000 11895.21| 456.59040 13378.10| 426.72000 12502.90 RAILING, TX | | | 0067 706-06372 1.000 EACH| 4592.20000 4592.20| 2140.00000 2140.00| 2000.00000 2000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0068 706-06372 2.000 EACH| 1905.71000 3811.42| 2568.00000 5136.00| 2400.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | 0069 706-51132 11.300 m | 87.42000 987.85| 85.60000 967.28| 80.00000 904.00 RAILING, RESET | | | 0070 707-01065 LUMP| 34970.64000 34970.64| 38746.84000 38746.84| 36212.00000 36212.00 POST-TENSIONING | | | 0071 708-51813 14.000 m2 | 583.20000 8164.80| 652.91400 9140.80| 610.20000 8542.80 PNEUMATICALLY PLACED MORTAR | | | 0072 708-51814 14.000 m2 | 43.20000 604.80| 48.36400 677.10| 45.20000 632.80 WELDED STEEL WIRE FABRIC | | | 0073 708-51814 136.000 m2 | 21.70000 2951.20| 32.10000 4365.60| 30.00000 4080.00 WELDED STEEL WIRE FABRIC , EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 709-51821 LUMP| 2824.32000 2824.32| 2959.62000 2959.62| 2766.00000 2766.00 SURFACE SEAL | | | 0075 712-03812 8.000 EACH| 1678.34000 13426.72| 1350.00000 10800.00| 1680.00000 13440.00 BENCH | | | 0076 712-03862 LUMP| 45927.40000 45927.40| 51496.96000 51496.96| 48128.00000 48128.00 PREFABRICATED BRIDGE | | | 0077 714-04802 102.000 m2 | 111.40000 11362.80| 104.70260 10679.67| 111.40000 11362.80 CONCRETE MODULAR BLOCK WALL | | | 0078 715-02246 2.000 EACH| 1086.65000 2173.30| 856.00000 1712.00| 1933.85000 3867.70 PIPE END SECTION, 1200 mm | | | 0079 715-04830 2.000 EACH| 7300.75000 14601.50| 12305.00000 24610.00| 9455.54000 18911.08 GRATED BOX END SECTION , I, 3:1, 1225 mm| | | 0080 715-05024 213.000 m | 188.26000 40099.38| 278.20000 59256.60| 273.35000 58223.55 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0081 715-05048 3158.000 m | 8.14000 25706.12| 8.00000 25264.00| 8.17000 25800.86 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0082 715-05149 59.000 m | 84.03000 4957.77| 128.40000 7575.60| 109.12000 6438.08 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0083 715-05151 627.000 m | 90.75000 56900.25| 133.75000 83861.25| 149.48000 93723.96 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0084 715-05152 170.000 m | 99.36000 16891.20| 181.90000 30923.00| 182.59000 31040.30 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0085 715-05154 235.000 m | 129.15000 30350.25| 197.95000 46518.25| 243.40000 57199.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0086 715-05156 313.000 m | 156.36000 48940.68| 230.05000 72005.65| 283.04000 88591.52 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0087 715-05159 142.000 m | 264.86000 37610.12| 374.50000 53179.00| 440.50000 62551.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0088 715-05161 167.000 m | 282.70000 47210.90| 401.25000 67008.75| 520.57000 86935.19 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0089 715-05361 129.000 m | 68.34000 8815.86| 65.00000 8385.00| 163.18000 21050.22 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0090 715-05411 267.000 m | 89.13000 23797.71| 262.15000 69994.05| 241.80000 64560.60 PIPE, SANITARY SEWER, 300 mm | | | 0091 715-05711 15.000 m | 139.80000 2097.00| 176.55000 2648.25| 416.22000 6243.30 PIPE, SANITARY SEWER, 150 mm | | | 0092 715-46000 2.000 EACH| 176.49000 352.98| 180.00000 360.00| 52.72000 105.44 PIPE END SECTION, 300 mm | | | 0093 715-46005 32.000 EACH| 228.84000 7322.88| 175.00000 5600.00| 92.56000 2961.92 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 715-46030 1.000 EACH| 565.68000 565.68| 500.00000 500.00| 222.61000 222.61 PIPE END SECTION, 750 mm | | | 0095 715-46045 22.000 EACH| 321.66000 7076.52| 195.00000 4290.00| 66.78000 1469.16 PIPE END SECTION, MIN. AREA .11 m2 | | | 0096 715-91361 1.100 m | 109.02000 119.92| 150.00000 165.00| 47.75000 52.53 PIPE, PVC, 150 mm | | | 0097 718-06532 1000.000 m | 3.54000 3540.00| 4.00000 4000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0098 718-52610 1445.000 m3 | 38.88000 56181.60| 40.00000 57800.00| 39.90000 57655.50 AGGREGATE FOR UNDERDRAINS | | | 0099 718-99153 5697.000 m2 | 1.89000 10767.33| 1.50000 8545.50| 0.97000 5526.09 GEOTEXTILES FOR UNDERDRAIN | | | 0100 720-44000 18.000 EACH| 370.26000 6664.68| 285.00000 5130.00| 377.77000 6799.86 CASTING, ADJUST TO GRADE | | | 0101 720-44296 5.000 EACH| 239.13000 1195.65| 535.00000 2675.00| 284.04000 1420.20 CAP INLET | | | 0102 720-45030 1.000 EACH| 877.86000 877.86| 1284.00000 1284.00| 1048.62000 1048.62 INLET, E7 | | | 0103 720-45045 53.000 EACH| 1037.70000 54998.10| 1337.50000 70887.50| 1200.92000 63648.76 INLET, J10 | | | 0104 720-45055 4.000 EACH| 1150.33000 4601.32| 1364.25000 5457.00| 1200.92000 4803.68 INLET, M10 | | | 0105 720-45410 16.000 EACH| 2222.14000 35554.24| 1926.00000 30816.00| 1624.82000 25997.12 MANHOLE, C4 | | | 0106 720-94612 8.000 EACH| 3742.03000 29936.24| 2996.00000 23968.00| 4048.09000 32384.72 MANHOLE, K4 | | | 0107 720-95422 12.000 EACH| 3037.79000 36453.48| 2675.00000 32100.00| 2794.71000 33536.52 MANHOLE, J4 | | | 0108 720-98174 6.000 EACH| 1753.68000 10522.08| 1605.00000 9630.00| 1608.06000 9648.36 INLET, B15 | | | 0109 720-98555 1.000 EACH| 1922.10000 1922.10| 1605.00000 1605.00| 1646.14000 1646.14 INLET, C15 | | | 0110 731-93946 102.000 m2 | 139.87000 14266.74| 57.53720 5868.79| 139.87000 14266.74 WALL ERECTION MODULAR BLOCK WALL | | | 0111 731-93947 68.000 m | 39.08000 2657.44| 35.00000 2380.00| 39.08000 2657.44 LEVELING PAD, CONCRETE | | | 0112 732-01898 35.000 m | 180.20000 6307.00| 529.65000 18537.75| 250.88000 8780.80 WATER MAIN, DUCTILE IRON, 250 mm | | | 0113 732-03053 71.000 EACH| 788.94000 56014.74| 1070.00000 75970.00| 1395.93000 99111.03 METER PIT ASSEMBLY, RECONNECTED | | | 0114 732-03859 8.000 EACH| 2163.04000 17304.32| 3049.50000 24396.00| 2118.41000 16947.28 HYDRANT, VALVE AND BOX , WITH 6 IN. GATE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 732-03942 1.000 EACH| 1588.36000 1588.36| 2675.00000 2675.00| 2118.42000 2118.42 HYDRANT WITH MODIFIED BLOW OFF VALVE | | | 0116 732-04926 6.000 EACH| 580.63000 3483.78| 856.00000 5136.00| 510.12000 3060.72 VALVE AND BOX, 150 mm | | | 0117 732-04926 14.000 EACH| 853.48000 11948.72| 1016.50000 14231.00| 793.84000 11113.76 VALVE AND BOX, 200 mm | | | 0118 732-04926 2.000 EACH| 1201.40000 2402.80| 1310.75000 2621.50| 1183.22000 2366.44 VALVE AND BOX, 250 mm | | | 0119 732-91738 136.000 m | 122.05000 16598.80| 267.50000 36380.00| 279.34000 37990.24 WATER MAIN, DUCTILE IRON, 150 mm | | | 0120 732-91739 1128.000 m | 109.21000 123188.88| 187.25000 211218.00| 163.98000 184969.44 WATER MAIN, DUCTILE IRON, 200 mm | | | 0121 801-04308 40.000 EACH| 1.08000 43.20| 620.60000 24824.00| 580.00000 23200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0122 801-06625 17.000 EACH| 756.00000 12852.00| 104.32500 1773.53| 97.50000 1657.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0123 801-06640 80.000 EACH| 226.80000 18144.00| 192.60000 15408.00| 180.00000 14400.00 CONSTRUCTION SIGN, A | | | 0124 801-06775 LUMP| 75213.96000 75213.96| 50800.68000 50800.68| 185000.00000 185000.00 MAINTAINING TRAFFIC | | | 0125 801-07119 960.000 m | 0.11000 105.60| 64.32840 61755.26| 60.12000 57715.20 BARRICADE, III-B | | | 0126 802-02293 10.400 m3 | 553.33000 5754.63| 548.20380 5701.32| 512.34000 5328.34 CONCRETE, SIGN FOUNDATION | | | 0127 802-03896 1.000 EACH| 661.86000 661.86| 655.72810 655.73| 612.83000 612.83 BOLLARD | | | 0128 802-05701 11.700 m | 75.74000 886.16| 75.03910 877.96| 70.13000 820.52 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0129 802-76025 2.920 m2 | 139.31000 406.79| 138.01930 403.02| 128.99000 376.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0130 802-76035 16.065 m2 | 197.40000 3171.23| 195.57460 3141.91| 182.78000 2936.36 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0131 802-97812 72.000 EACH| 391.13000 28161.36| 387.51120 27900.81| 362.16000 26075.52 STREET NAME IDENTIFICATION SIGN | | | ORNAMENTAL | | | 0132 802-97812 17.000 EACH| 909.25000 15457.25| 900.83300 15314.16| 841.90000 14312.30 STREET NAME IDENTIFICATION SIGN POLE | | | BASE, ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 803-02310 896.000 kg | 2.15000 1926.40| 2.12930 1907.85| 1.99000 1783.04 REINFORCING STEEL, SIGN FOUNDATION | | | 0134 803-76135 2.000 EACH| 7417.75000 14835.50| 7349.07030 14698.14| 6868.29000 13736.58 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0135 805-01816 4.000 EACH| 1774.75000 7099.00| 1758.32030 7033.28| 1643.29000 6573.16 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0136 805-01842 2.000 EACH| 654.56000 1309.12| 648.49490 1296.99| 606.07000 1212.14 HANDHOLE, SIGNAL | | | 0137 805-01843 5.000 EACH| 195.30000 976.50| 193.48810 967.44| 180.83000 904.15 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0138 805-01893 LUMP| 6029.81000 6029.81| 5973.98000 5973.98| 5583.16000 5583.16 MAINTAINING TRAFFIC SIGNAL | | | 0139 805-02069 3.000 EACH| 12308.58000 36925.74| 12194.60810 36583.82| 11396.83000 34190.49 SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0140 805-02072 1.000 EACH| 13293.43000 13293.43| 13170.34110 13170.34| 12308.73000 12308.73 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0141 805-02087 LUMP| 679.47000 679.47| 673.18000 673.18| 629.14000 629.14 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0142 805-02152 16.000 EACH| 358.86000 5741.76| 355.53960 5688.63| 332.28000 5316.48 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0143 805-04602 1.000 EACH| 933.01000 933.01| 924.37300 924.37| 863.90000 863.90 CONTROLLER, REWIRE | | | 0144 805-06592 965.000 m | 40.91000 39478.15| 40.53160 39112.99| 37.88000 36554.20 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0145 805-06595 3104.000 m | 20.35000 63166.40| 20.15880 62572.92| 18.84000 58479.36 CONDUIT, PVC, 50 mm | | | 0146 805-78069 1.000 EACH| 10703.79000 10703.79| 10604.68440 10604.68| 9910.92000 9910.92 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0147 805-78205 16.000 EACH| 715.73000 11451.68| 709.09970 11345.60| 662.71000 10603.36 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0148 805-78445 2.000 EACH| 517.94000 1035.88| 513.13990 1026.28| 479.57000 959.14 SIGNAL SERVICE | | | 0149 805-78467 85.000 m | 4.45000 378.25| 4.40840 374.71| 4.12000 350.20 SIGNAL CABLE, 3C 8GA. | | | 0150 805-78470 773.000 m | 1.58000 1221.34| 1.56220 1207.58| 1.46000 1128.58 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 805-78480 310.000 m | 2.91000 902.10| 2.87830 892.27| 2.69000 833.90 SIGNAL CABLE, 3C 14GA. | | | 0152 805-78485 442.000 m | 3.14000 1387.88| 3.11370 1376.26| 2.91000 1286.22 SIGNAL CABLE, 5C 14GA. | | | 0153 805-78490 249.000 m | 3.50000 871.50| 3.46680 863.23| 3.24000 806.76 SIGNAL CABLE, 7C 14GA. | | | 0154 805-78492 520.000 m | 3.50000 1820.00| 3.46680 1802.74| 3.24000 1684.80 SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0155 805-78510 225.000 m | 2.79000 627.75| 2.76060 621.14| 2.58000 580.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0156 805-78785 6.000 EACH| 845.79000 5074.74| 837.95980 5027.76| 783.14000 4698.84 SIGNAL DETECTOR HOUSING | | | 0157 805-78795 266.000 m | 19.52000 5192.32| 19.33490 5143.08| 18.07000 4806.62 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0158 805-78930 1.000 EACH| 946.77000 946.77| 938.00480 938.00| 876.64000 876.64 CONTROLLER CABINET FOUNDATION, M | | | 0159 805-86805 7.000 EACH| 2016.46000 14115.22| 1997.78630 13984.50| 1867.09000 13069.63 SERVICE POINT, I | | | 0160 805-86838 17427.000 m | 3.65000 63608.55| 3.61660 63026.49| 3.38000 58903.26 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0161 805-86889 1309.000 m | 0.53000 693.77| 0.52430 686.31| 0.49000 641.41 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0162 805-86920 475.000 EACH| 10.15000 4821.25| 10.05800 4777.55| 9.40000 4465.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0163 805-86930 52.000 EACH| 14.52000 755.04| 14.38080 747.80| 13.44000 698.88 INSULATING LINK, NOT WATERPROOFED | | | 0164 805-92504 4.000 EACH| 240.49000 961.96| 238.26760 953.07| 222.68000 890.72 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0165 805-96121 8.000 EACH| 135.52000 1084.16| 134.26360 1074.11| 125.48000 1003.84 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0166 805-97776 1.000 EACH| 1344.37000 1344.37| 1331.92530 1331.93| 1244.79000 1244.79 MODIFY A FOUNDATION TO M FOUNDATION | | | 0167 805-98469 38.000 EACH| 273.56000 10395.28| 271.03100 10299.18| 253.30000 9625.40 PULL BOX | | | 0168 807-02820 98.000 EACH| 2296.04000 225011.92| 2274.77720 222928.17| 2125.96000 208344.08 LIGHT POLE BASE, CAST IRON, ORNAMENTAL | | | 0169 807-03950 140.000 EACH| 719.34000 100707.60| 712.68420 99775.79| 666.06000 93248.40 LUMINAIRE, ORNAMENTAL | | | 0170 807-04654 21.000 EACH| 3144.38000 66031.98| 3115.26220 65420.51| 2911.46000 61140.66 LIGHT POLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 807-04779 137.000 EACH| 353.51000 48430.87| 350.23240 47981.84| 327.32000 44842.84 CONCRETE FOUNDATION WITH GROUNDING , | | | 600 mm DIA. X 1200 mm | | | 0172 807-86910 161.000 EACH| 21.86000 3519.46| 21.65680 3486.74| 20.24000 3258.64 CONNECTOR KIT, UNFUSED | | | 0173 807-86915 161.000 EACH| 19.22000 3094.42| 19.04600 3066.41| 17.80000 2865.80 CONNECTOR KIT, FUSED | | | 0174 807-95509 20.000 EACH| 49.23000 984.60| 48.77060 975.41| 45.58000 911.60 GLARE SHIELD | | | 0175 808-04767 18.000 m | 3.24000 58.32| 5.35000 96.30| 5.00000 90.00 LINE PAINT, SOLID, BLUE, CROSSHATCH, | | | 100 mm | | | 0176 808-04767 75.000 m | 4.75000 356.25| 2.14000 160.50| 2.00000 150.00 LINE PAINT, SOLID, YELLOW, CROSSHATCH, | | | 100 mm | | | 0177 808-06703 105.000 m | 0.86000 90.30| 1.33750 140.44| 1.25000 131.25 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0178 808-06714 44.000 m | 4.75000 209.00| 2.14000 94.16| 1.25000 55.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0179 808-06723 3.000 EACH| 64.80000 194.40| 48.15000 144.45| 45.00000 135.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0180 808-75100 8.500 m | 10.80000 91.80| 3.21000 27.29| 3.00000 25.50 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | 0181 808-75240 604.000 m | 0.86000 519.44| 1.01650 613.97| 0.95000 573.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0182 808-75245 2628.000 m | 0.01000 26.28| 0.98440 2587.00| 0.92000 2417.76 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0183 808-75297 120.000 m | 7.08000 849.60| 11.23500 1348.20| 10.50000 1260.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0184 808-75300 101.000 m | 27.00000 2727.00| 1.47660 149.14| 1.38000 139.38 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0185 808-75320 30.000 EACH| 37.80000 1134.00| 49.22000 1476.60| 46.00000 1380.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0186 808-75325 30.000 EACH| 43.20000 1296.00| 62.06000 1861.80| 58.00000 1740.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0524595 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |MOHR CONSTRUCTION CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 808-75998 240.000 EACH| 27.27000 6544.80| 23.00500 5521.20| 21.50000 5160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0188 808-97222 1.000 EACH| 108.00000 108.00| 133.75000 133.75| 125.00000 125.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 4,599,481.90| $ 4,976,855.11| $ 5,242,795.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,599,481.90| $ 4,976,855.11| $ 5,242,795.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06845 LUMP| 72000.00000 72000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 21.000 MOS | 2500.00000 52500.00| | FIELD OFFICE, B | | | 0003 108-01614 LUMP| 16000.00000 16000.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 314999.96000 314999.96| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 170000.00000 170000.00| | CLEARING RIGHT OF WAY | | | 0006 202-02240 18589.000 m2 | 12.00000 223068.00| | PAVEMENT, REMOVE | | | 0007 202-02278 1919.000 m | 8.30000 15927.70| | CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 110000.00000 110000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-78515 LUMP| 2400.00000 2400.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-91385 21.000 EACH| 320.00000 6720.00| | INLET, REMOVE | | | 0011 202-96133 212.000 m | 42.00000 8904.00| | PIPE, REMOVE | | | 0012 203-02000 9933.000 m3 | 42.00000 417186.00| | EXCAVATION, COMMON | | | 0013 205-04931 312.000 EACH| 43.00000 13416.00| | SEDIMENT TRAP | | | 0014 205-06931 89.000 Mg | 64.00000 5696.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 63.000 EACH| 53.00000 3339.00| | TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 638.000 m | 4.40000 2807.20| | TEMPORARY SILT FENCE | | | 0017 206-51220 12.700 m3 | 170.00000 2159.00| | EXCAVATION, WET | | | 0018 206-51230 9.600 m3 | 68.00000 652.80| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 206-51817 61.000 m2 | 420.00000 25620.00| | SHEET PILING, STEEL , S=32.0 IN3/FT. | | | 0020 207-07498 17772.000 m2 | 4.30000 76419.60| | SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 211-02050 23.000 m3 | 49.00000 1127.00| | B BORROW | | | 0022 211-07454 5044.000 m3 | 23.00000 116012.00| | STRUCTURE BACKFILL | | | 0023 301-07448 3759.000 Mg | 24.00000 90216.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-06464 25.000 m3 | 68.00000 1700.00| | SUBBASE FOR PCCP | | | 0025 401-07333 2339.000 Mg | 56.00000 130984.00| | QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0026 401-07402 2558.000 Mg | 43.00000 109994.00| | QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07423 6938.000 Mg | 41.00000 284458.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0028 401-07429 3019.000 Mg | 41.00000 123779.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0029 402-07432 58.000 Mg | 80.00000 4640.00| | HMA SURFACE, TYPE A | | | 0030 402-07435 173.000 Mg | 56.00000 9688.00| | HMA INTERMEDIATE, TYPE A | | | 0031 404-05511 4972.000 m2 | 2.00000 9944.00| | SEAL COAT, 2 | | | 0032 405-05518 7635.000 m2 | 1.00000 7635.00| | ASPHALT FOR PRIME COAT | | | 0033 406-05521 69320.000 m2 | 0.05000 3466.00| | ASPHALT FOR TACK COAT | | | 0034 502-06329 169.000 m2 | 83.00000 14027.00| | PCCP, 300 mm | | | 0035 601-01700 2.000 EACH| 1700.00000 3400.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0036 601-06234 1.000 EACH| 18000.00000 18000.00| | IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0037 601-94689 2.000 EACH| 1900.00000 3800.00| | GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 223.000 m | 33.00000 7359.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 604-06069 1213.000 m2 | 54.00000 65502.00| | CURB RAMP, CONCRETE | | | 0040 604-06788 287.000 m2 | 61.00000 17507.00| | CROSSWALK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 604-91531 3946.700 m2 | 39.00000 153921.30| | SIDEWALK, CONCRETE, 100 mm | | | 0042 605-06120 2576.000 m | 50.00000 128800.00| | CURB, CONCRETE | | | 0043 610-07486 819.000 Mg | 75.00000 61425.00| | HMA FOR APPROACHES, TYPE A | | | 0044 611-03671 8.000 EACH| 850.00000 6800.00| | TRASH RECEPTACLE | | | 0045 611-05330 1731.000 m2 | 55.00000 95205.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-06497 12.000 EACH| 140.00000 1680.00| | MAILBOX ASSEMBLY, SINGLE | | | 0047 611-06498 1.000 EACH| 180.00000 180.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0048 615-06496 4.000 EACH| 120.00000 480.00| | PARKING BARRIER | | | 0049 615-06505 8.000 EACH| 540.00000 4320.00| | MONUMENT, B | | | 0050 615-06527 2.000 EACH| 630.00000 1260.00| | MONUMENT, SECTION CORNER | | | 0051 616-02320 318.300 m2 | 3.40000 1082.22| | GEOTEXTILES | | | 0052 616-05689 354.000 Mg | 36.00000 12744.00| | RIPRAP, CLASS 2 | | | 0053 616-06405 175.890 Mg | 25.00000 4397.25| | RIPRAP, REVETMENT | | | 0054 621-06574 242.000 m2 | 3.30000 798.60| | SODDING | | | 0055 621-06575 7503.000 m2 | 3.30000 24759.90| | SODDING, NURSERY | | | 0056 622-03948 8.000 EACH| 520.00000 4160.00| | PLANTER | | | 0057 622-05651 72.000 EACH| 830.00000 59760.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0058 622-05654 23.000 EACH| 20.00000 460.00| | PLANT, PERENNIAL | | | 0059 701-51195 20.800 m | 110.00000 2288.00| | PILE, STEEL H, HP 310 X 79 | | | 0060 702-51005 37.100 m3 | 1400.00000 51940.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 702-51015 2.200 m3 | 740.00000 1628.00| | CONCRETE, B, FOOTINGS | | | 0062 702-51863 136.000 EACH| 23.00000 3128.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0063 703-51030 22844.000 kg | 1.30000 29697.20| | REINFORCING STEEL | | | 0064 703-51032 11648.000 kg | 1.50000 17472.00| | REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 237.900 m3 | 660.00000 157014.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-06349 29.300 m | 320.00000 9376.00| | RAILING, TX | | | 0067 706-06372 1.000 EACH| 2100.00000 2100.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0068 706-06372 2.000 EACH| 2100.00000 4200.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | 0069 706-51132 11.300 m | 170.00000 1921.00| | RAILING, RESET | | | 0070 707-01065 LUMP| 31000.00000 31000.00| | POST-TENSIONING | | | 0071 708-51813 14.000 m2 | 620.00000 8680.00| | PNEUMATICALLY PLACED MORTAR | | | 0072 708-51814 14.000 m2 | 46.00000 644.00| | WELDED STEEL WIRE FABRIC | | | 0073 708-51814 136.000 m2 | 91.00000 12376.00| | WELDED STEEL WIRE FABRIC , EPOXY COATED | | | 0074 709-51821 LUMP| 3500.00000 3500.00| | SURFACE SEAL | | | 0075 712-03812 8.000 EACH| 1800.00000 14400.00| | BENCH | | | 0076 712-03862 LUMP| 52000.00000 52000.00| | PREFABRICATED BRIDGE | | | 0077 714-04802 102.000 m2 | 100.00000 10200.00| | CONCRETE MODULAR BLOCK WALL | | | 0078 715-02246 2.000 EACH| 1400.00000 2800.00| | PIPE END SECTION, 1200 mm | | | 0079 715-04830 2.000 EACH| 7500.00000 15000.00| | GRATED BOX END SECTION , I, 3:1, 1225 mm| | | 0080 715-05024 213.000 m | 260.00000 55380.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 715-05048 3158.000 m | 8.00000 25264.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0082 715-05149 59.000 m | 100.00000 5900.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0083 715-05151 627.000 m | 130.00000 81510.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0084 715-05152 170.000 m | 140.00000 23800.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0085 715-05154 235.000 m | 180.00000 42300.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0086 715-05156 313.000 m | 230.00000 71990.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0087 715-05159 142.000 m | 310.00000 44020.00| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0088 715-05161 167.000 m | 420.00000 70140.00| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0089 715-05361 129.000 m | 70.00000 9030.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0090 715-05411 267.000 m | 130.00000 34710.00| | PIPE, SANITARY SEWER, 300 mm | | | 0091 715-05711 15.000 m | 180.00000 2700.00| | PIPE, SANITARY SEWER, 150 mm | | | 0092 715-46000 2.000 EACH| 250.00000 500.00| | PIPE END SECTION, 300 mm | | | 0093 715-46005 32.000 EACH| 260.00000 8320.00| | PIPE END SECTION, 375 mm | | | 0094 715-46030 1.000 EACH| 430.00000 430.00| | PIPE END SECTION, 750 mm | | | 0095 715-46045 22.000 EACH| 260.00000 5720.00| | PIPE END SECTION, MIN. AREA .11 m2 | | | 0096 715-91361 1.100 m | 370.00000 407.00| | PIPE, PVC, 150 mm | | | 0097 718-06532 1000.000 m | 3.30000 3300.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0098 718-52610 1445.000 m3 | 38.00000 54910.00| | AGGREGATE FOR UNDERDRAINS | | | 0099 718-99153 5697.000 m2 | 2.00000 11394.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0100 720-44000 18.000 EACH| 380.00000 6840.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 720-44296 5.000 EACH| 480.00000 2400.00| | CAP INLET | | | 0102 720-45030 1.000 EACH| 1300.00000 1300.00| | INLET, E7 | | | 0103 720-45045 53.000 EACH| 1400.00000 74200.00| | INLET, J10 | | | 0104 720-45055 4.000 EACH| 1500.00000 6000.00| | INLET, M10 | | | 0105 720-45410 16.000 EACH| 2500.00000 40000.00| | MANHOLE, C4 | | | 0106 720-94612 8.000 EACH| 4100.00000 32800.00| | MANHOLE, K4 | | | 0107 720-95422 12.000 EACH| 3600.00000 43200.00| | MANHOLE, J4 | | | 0108 720-98174 6.000 EACH| 1900.00000 11400.00| | INLET, B15 | | | 0109 720-98555 1.000 EACH| 1900.00000 1900.00| | INLET, C15 | | | 0110 731-93946 102.000 m2 | 300.00000 30600.00| | WALL ERECTION MODULAR BLOCK WALL | | | 0111 731-93947 68.000 m | 74.00000 5032.00| | LEVELING PAD, CONCRETE | | | 0112 732-01898 35.000 m | 350.00000 12250.00| | WATER MAIN, DUCTILE IRON, 250 mm | | | 0113 732-03053 71.000 EACH| 1400.00000 99400.00| | METER PIT ASSEMBLY, RECONNECTED | | | 0114 732-03859 8.000 EACH| 3500.00000 28000.00| | HYDRANT, VALVE AND BOX , WITH 6 IN. GATE| | | 0115 732-03942 1.000 EACH| 3100.00000 3100.00| | HYDRANT WITH MODIFIED BLOW OFF VALVE | | | 0116 732-04926 6.000 EACH| 1700.00000 10200.00| | VALVE AND BOX, 150 mm | | | 0117 732-04926 14.000 EACH| 1800.00000 25200.00| | VALVE AND BOX, 200 mm | | | 0118 732-04926 2.000 EACH| 1900.00000 3800.00| | VALVE AND BOX, 250 mm | | | 0119 732-91738 136.000 m | 310.00000 42160.00| | WATER MAIN, DUCTILE IRON, 150 mm | | | 0120 732-91739 1128.000 m | 160.00000 180480.00| | WATER MAIN, DUCTILE IRON, 200 mm | | | 0121 801-04308 40.000 EACH| 1.10000 44.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 801-06625 17.000 EACH| 740.00000 12580.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0123 801-06640 80.000 EACH| 220.00000 17600.00| | CONSTRUCTION SIGN, A | | | 0124 801-06775 LUMP| 70000.00000 70000.00| | MAINTAINING TRAFFIC | | | 0125 801-07119 960.000 m | 0.11000 105.60| | BARRICADE, III-B | | | 0126 802-02293 10.400 m3 | 540.00000 5616.00| | CONCRETE, SIGN FOUNDATION | | | 0127 802-03896 1.000 EACH| 640.00000 640.00| | BOLLARD | | | 0128 802-05701 11.700 m | 74.00000 865.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0129 802-76025 2.920 m2 | 140.00000 408.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0130 802-76035 16.065 m2 | 190.00000 3052.35| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0131 802-97812 72.000 EACH| 380.00000 27360.00| | STREET NAME IDENTIFICATION SIGN | | | ORNAMENTAL | | | 0132 802-97812 17.000 EACH| 880.00000 14960.00| | STREET NAME IDENTIFICATION SIGN POLE | | | BASE, ORNAMENTAL | | | 0133 803-02310 896.000 kg | 2.10000 1881.60| | REINFORCING STEEL, SIGN FOUNDATION | | | 0134 803-76135 2.000 EACH| 7200.00000 14400.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0135 805-01816 4.000 EACH| 1700.00000 6800.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0136 805-01842 2.000 EACH| 640.00000 1280.00| | HANDHOLE, SIGNAL | | | 0137 805-01843 5.000 EACH| 190.00000 950.00| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0138 805-01893 LUMP| 5900.00000 5900.00| | MAINTAINING TRAFFIC SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 805-02069 3.000 EACH| 12000.00000 36000.00| | SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0140 805-02072 1.000 EACH| 13000.00000 13000.00| | SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0141 805-02087 LUMP| 660.00000 660.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0142 805-02152 16.000 EACH| 350.00000 5600.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0143 805-04602 1.000 EACH| 910.00000 910.00| | CONTROLLER, REWIRE | | | 0144 805-06592 965.000 m | 40.00000 38600.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0145 805-06595 3104.000 m | 20.00000 62080.00| | CONDUIT, PVC, 50 mm | | | 0146 805-78069 1.000 EACH| 10000.00000 10000.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0147 805-78205 16.000 EACH| 700.00000 11200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0148 805-78445 2.000 EACH| 500.00000 1000.00| | SIGNAL SERVICE | | | 0149 805-78467 85.000 m | 4.30000 365.50| | SIGNAL CABLE, 3C 8GA. | | | 0150 805-78470 773.000 m | 1.50000 1159.50| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0151 805-78480 310.000 m | 2.80000 868.00| | SIGNAL CABLE, 3C 14GA. | | | 0152 805-78485 442.000 m | 3.10000 1370.20| | SIGNAL CABLE, 5C 14GA. | | | 0153 805-78490 249.000 m | 3.40000 846.60| | SIGNAL CABLE, 7C 14GA. | | | 0154 805-78492 520.000 m | 3.40000 1768.00| | SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0155 805-78510 225.000 m | 2.70000 607.50| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0156 805-78785 6.000 EACH| 820.00000 4920.00| | SIGNAL DETECTOR HOUSING | | | 0157 805-78795 266.000 m | 19.00000 5054.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 805-78930 1.000 EACH| 920.00000 920.00| | CONTROLLER CABINET FOUNDATION, M | | | 0159 805-86805 7.000 EACH| 2000.00000 14000.00| | SERVICE POINT, I | | | 0160 805-86838 17427.000 m | 3.60000 62737.20| | WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0161 805-86889 1309.000 m | 0.50000 654.50| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0162 805-86920 475.000 EACH| 9.90000 4702.50| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0163 805-86930 52.000 EACH| 14.00000 728.00| | INSULATING LINK, NOT WATERPROOFED | | | 0164 805-92504 4.000 EACH| 230.00000 920.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0165 805-96121 8.000 EACH| 130.00000 1040.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0166 805-97776 1.000 EACH| 1300.00000 1300.00| | MODIFY A FOUNDATION TO M FOUNDATION | | | 0167 805-98469 38.000 EACH| 270.00000 10260.00| | PULL BOX | | | 0168 807-02820 98.000 EACH| 2200.00000 215600.00| | LIGHT POLE BASE, CAST IRON, ORNAMENTAL | | | 0169 807-03950 140.000 EACH| 700.00000 98000.00| | LUMINAIRE, ORNAMENTAL | | | 0170 807-04654 21.000 EACH| 3100.00000 65100.00| | LIGHT POLE | | | 0171 807-04779 137.000 EACH| 340.00000 46580.00| | CONCRETE FOUNDATION WITH GROUNDING , | | | 600 mm DIA. X 1200 mm | | | 0172 807-86910 161.000 EACH| 21.00000 3381.00| | CONNECTOR KIT, UNFUSED | | | 0173 807-86915 161.000 EACH| 19.00000 3059.00| | CONNECTOR KIT, FUSED | | | 0174 807-95509 20.000 EACH| 48.00000 960.00| | GLARE SHIELD | | | 0175 808-04767 18.000 m | 3.20000 57.60| | LINE PAINT, SOLID, BLUE, CROSSHATCH, | | | 100 mm | | | 0176 808-04767 75.000 m | 4.60000 345.00| | LINE PAINT, SOLID, YELLOW, CROSSHATCH, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 130 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,309,887.88 ROUTE : 13 CALL ORDER : 130 CONTRACT ID : R -26071-A COUNTIES : MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 808-06703 105.000 m | 0.84000 88.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0178 808-06714 44.000 m | 4.60000 202.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0179 808-06723 3.000 EACH| 63.00000 189.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0180 808-75100 8.500 m | 11.00000 93.50| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | 0181 808-75240 604.000 m | 0.84000 507.36| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0182 808-75245 2628.000 m | 0.02000 52.56| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0183 808-75297 120.000 m | 6.90000 828.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0184 808-75300 101.000 m | 26.00000 2626.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0185 808-75320 30.000 EACH| 37.00000 1110.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0186 808-75325 30.000 EACH| 42.00000 1260.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0187 808-75998 240.000 EACH| 27.00000 6480.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0188 808-97222 1.000 EACH| 110.00000 110.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 5,692,983.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,692,983.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,386.32 ROUTE : CALL ORDER : 140 CONTRACT ID : R -26122-A COUNTIES : CLARK LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9910021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,126,000.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,239,481.74 110.0783% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 | |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 36000.00000 36000.00| 33000.00000 33000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1200.00000 10800.00| 1400.00000 12600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 45000.00000 45000.00| 13000.00000 13000.00| CLEARING RIGHT OF WAY | | | 0005 202-02278 113.600 m | 6.00000 681.60| 7.00000 795.20| CURB, CONCRETE, REMOVE | | | 0006 202-74045 24.000 EACH| 40.00000 960.00| 85.00000 2040.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 203-02000 11853.000 m3 | 9.50000 112603.50| 17.00000 201501.00| EXCAVATION, COMMON | | | 0008 205-06931 336.000 Mg | 28.00000 9408.00| 63.00000 21168.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06933 2.000 EACH| 60.00000 120.00| 70.00000 140.00| TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06936 4.800 Mg | 45.00000 216.00| 70.00000 336.00| TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 559.000 m | 6.75000 3773.25| 7.00000 3913.00| TEMPORARY SILT FENCE | | | 0012 207-07500 9131.000 m2 | 3.00000 27393.00| 5.50000 50220.50| SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 663.700 m3 | 30.00000 19911.00| 23.00000 15265.10| STRUCTURE BACKFILL | | | 0014 301-07448 5418.500 Mg | 13.50000 73149.75| 15.30000 82903.05| COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-07449 158.600 Mg | 16.00000 2537.60| 16.70000 2648.62| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,386.32 ROUTE : CALL ORDER : 140 CONTRACT ID : R -26122-A COUNTIES : CLARK LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 | |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 304-07492 417.900 Mg | 32.00000 13372.80| 46.00000 19223.40| WIDENING WITH HMA, TYPE A | | | 0017 401-06264 LUMP| 3500.00000 3500.00| 2800.00000 2800.00| PROFILOGRAPH, HMA | | | 0018 401-07320 1316.500 Mg | 36.00000 47394.00| 42.00000 55293.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0019 401-07389 2223.400 Mg | 30.50000 67813.70| 37.00000 82265.80| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0020 401-07406 1489.200 Mg | 30.00000 44676.00| 37.00000 55100.40| QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0022 402-07450 806.000 Mg | 36.00000 29016.00| 44.00000 35464.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0023 404-05511 3558.700 m2 | 1.80000 6405.66| 1.90000 6761.53| SEAL COAT, 2 | | | 0024 404-05514 1267.200 m2 | 3.50000 4435.20| 2.30000 2914.56| SEAL COAT, 5 | | | 0025 405-05517 25.800 Mg | 300.00000 7740.00| 300.00000 7740.00| ASPHALT FOR PRIME COAT | | | 0026 406-05520 10.540 Mg | 200.00000 2108.00| 300.00000 3162.00| ASPHALT FOR TACK COAT | | | 0027 601-01700 1.000 EACH| 1580.00000 1580.00| 1795.00000 1795.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-01740 2.000 EACH| 1730.00000 3460.00| 1795.00000 3590.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0029 601-02636 106.680 m | 51.00000 5440.68| 40.22000 4290.67| GUARDRAIL, W BEAM, NESTED | | | 0030 601-94689 3.000 EACH| 1800.00000 5400.00| 2395.00000 7185.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 70.485 m | 30.00000 2114.55| 39.36000 2774.29| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 605-06155 763.200 m | 40.00000 30528.00| 39.00000 29764.80| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0033 607-06175 254.500 m | 70.00000 17815.00| 75.00000 19087.50| GUTTER, CONCRETE | | | 0034 607-06340 828.200 m | 95.00000 78679.00| 62.00000 51348.40| PAVED SIDE DITCH, B | | | 0035 610-07486 939.500 Mg | 38.00000 35701.00| 50.00000 46975.00| HMA FOR APPROACHES, TYPE A | | | 0036 611-05330 639.700 m2 | 46.00000 29426.20| 51.00000 32624.70| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,386.32 ROUTE : CALL ORDER : 140 CONTRACT ID : R -26122-A COUNTIES : CLARK LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 | |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 611-06497 20.000 EACH| 165.00000 3300.00| 105.00000 2100.00| MAILBOX ASSEMBLY, SINGLE | | | 0038 611-06498 8.000 EACH| 235.00000 1880.00| 135.00000 1080.00| MAILBOX ASSEMBLY, DOUBLE | | | 0039 616-02320 435.200 m2 | 1.50000 652.80| 2.00000 870.40| GEOTEXTILES | | | 0040 616-05688 14.500 Mg | 40.00000 580.00| 24.00000 348.00| RIPRAP, CLASS 1 | | | 0041 616-05689 9.200 Mg | 40.00000 368.00| 32.00000 294.40| RIPRAP, CLASS 2 | | | 0042 616-06405 189.300 Mg | 25.00000 4732.50| 21.00000 3975.30| RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 515.00000 1030.00| 515.00000 1030.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 1.250 Mg | 590.00000 737.50| 590.00000 737.50| FERTILIZER | | | 0045 621-06548 11.100 kg | 66.80000 741.48| 66.75000 740.93| SEED MIXTURE, CV | | | 0046 621-06553 264.100 kg | 6.30000 1663.83| 6.30000 1663.83| SEED MIXTURE, R | | | 0047 621-06557 63.000 kg | 3.85000 242.55| 3.85000 242.55| SEED MIXTURE, T | | | 0048 621-06565 6.260 Mg | 435.00000 2723.10| 435.00000 2723.10| MULCHING MATERIAL | | | 0049 621-06567 518.910 kL | 1.00000 518.91| 1.00000 518.91| WATER | | | 0050 621-06575 2059.200 m2 | 3.60000 7413.12| 3.60000 7413.12| SODDING, NURSERY | | | 0051 703-51032 1234.000 kg | 3.00000 3702.00| 1.50000 1851.00| REINFORCING STEEL, EPOXY COATED | | | 0052 714-05069 6.400 m | 3100.00000 19840.00| 3200.00000 20480.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3700 mm X 1500 mm | | | 0053 714-06319 19.700 m | 3200.00000 63040.00| 3950.00000 77815.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1500 mm | | | 0054 714-07741 7.500 m | 3150.00000 23625.00| 3700.00000 27750.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3900 mm X 1500 mm | | | 0055 714-44240 12.200 m3 | 600.00000 7320.00| 570.00000 6954.00| CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,386.32 ROUTE : CALL ORDER : 140 CONTRACT ID : R -26122-A COUNTIES : CLARK LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 | |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05119 17.000 m | 85.00000 1445.00| 140.00000 2380.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0057 715-05123 21.500 m | 105.00000 2257.50| 90.00000 1935.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0058 715-05125 48.000 m | 115.00000 5520.00| 105.00000 5040.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0059 715-05149 138.300 m | 80.00000 11064.00| 80.00000 11064.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05152 288.000 m | 95.00000 27360.00| 88.00000 25344.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0061 715-05169 296.500 m | 85.00000 25202.50| 72.00000 21348.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05171 76.500 m | 95.00000 7267.50| 83.00000 6349.50| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0063 715-46000 3.000 EACH| 200.00000 600.00| 170.00000 510.00| PIPE END SECTION, 300 mm | | | 0064 715-46005 38.000 EACH| 200.00000 7600.00| 190.00000 7220.00| PIPE END SECTION, 375 mm | | | 0065 715-46010 11.000 EACH| 225.00000 2475.00| 210.00000 2310.00| PIPE END SECTION, 450 mm | | | 0066 715-46020 2.000 EACH| 350.00000 700.00| 260.00000 520.00| PIPE END SECTION, 600 mm | | | 0067 715-46030 2.000 EACH| 450.00000 900.00| 350.00000 700.00| PIPE END SECTION, 750 mm | | | 0068 720-44000 3.000 EACH| 225.00000 675.00| 250.00000 750.00| CASTING, ADJUST TO GRADE | | | 0069 720-45145 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| INLET, J10, MODIFIED | | | 0070 720-45155 6.000 EACH| 1500.00000 9000.00| 1550.00000 9300.00| INLET, M10, MODIFIED | | | 0071 720-45270 1.000 EACH| 1100.00000 1100.00| 1600.00000 1600.00| PIPE CATCH BASIN, 450 mm | | | 0072 720-94847 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| INLET, R13, MODIFIED | | | 0073 801-04308 3.000 EACH| 265.00000 795.00| 295.00000 885.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06625 26.000 EACH| 105.00000 2730.00| 88.30000 2295.80| DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 22.000 EACH| 90.00000 1980.00| 105.00000 2310.00| CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP| 23444.18000 23444.18| 12000.00000 12000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,386.32 ROUTE : CALL ORDER : 140 CONTRACT ID : R -26122-A COUNTIES : CLARK LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 | |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 801-07118 10.800 m | 60.00000 648.00| 55.60000 600.48| BARRICADE, III-A | | | 0078 801-07119 14.400 m | 60.00000 864.00| 69.45000 1000.08| BARRICADE, III-B | | | 0079 802-05701 56.540 m | 40.80000 2306.83| 32.67000 1847.16| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 6.280 m2 | 221.00000 1387.88| 214.12000 1344.67| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0082 808-06703 3784.000 m | 0.78000 2951.52| 1.18000 4465.12| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0083 808-75240 318.000 m | 0.78000 248.04| 1.18000 375.24| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0084 808-75245 2855.000 m | 0.78000 2226.90| 1.18000 3368.90| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 37.000 m | 30.00000 1110.00| 9.51000 351.87| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0086 802-76035 3.770 m2 | 231.00000 870.87| 235.64000 888.36| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | SECTION TOTALS | $ 1,126,000.00| $ 1,239,481.74| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,126,000.00| $ 1,239,481.74| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 168 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,868,892.26 ROUTE : 27 CALL ORDER : 168 CONTRACT ID : R -26399-B COUNTIES : RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/18/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2495018 2495018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,862,388.63 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION STR NO 27-68-4034, CONTINUOUS PRESTRESSED CONCRETE I-BEAM | | | 0001 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 13.000 MOS | 1500.00000 19500.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 140000.00000 140000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 2601.300 SYS | 8.00000 20810.40| | PAVEMENT, REMOVE | | | 0006 202-02241 2508.700 LFT | 2.75000 6898.93| | GUARDRAIL, REMOVE | | | 0007 202-02265 1.000 EACH| 1050.00000 1050.00| | TREE, 48 IN., REMOVE | | | 0008 202-02271 57.000 EACH| 295.00000 16815.00| | HEADWALL, REMOVE | | | 0009 202-02272 165.700 LFT | 7.00000 1159.90| | PAVED SIDE DITCH, REMOVE | | | 0010 202-02278 59.100 LFT | 8.00000 472.80| | CURB, CONCRETE, REMOVE | | | 0011 202-51328 LUMP| 110000.00000 110000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-60820 1351.500 SYS | 3.50000 4730.25| | SURFACE MILLING, ASPHALT | | | 0013 202-60822 165.100 SYS | 8.00000 1320.80| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0014 202-96133 42.700 LFT | 12.00000 512.40| | PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 168 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,868,892.26 ROUTE : 27 CALL ORDER : 168 CONTRACT ID : R -26399-B COUNTIES : RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02000 6084.100 CYS | 13.00000 79093.30| | EXCAVATION, COMMON | | | 0016 203-02070 7697.600 CYS | 15.00000 115464.00| | BORROW | | | 0017 205-06937 1942.000 LFT | 1.57000 3048.94| | TEMPORARY SILT FENCE | | | 0018 206-51220 141.000 CYS | 28.00000 3948.00| | EXCAVATION, WET | | | 0019 206-51230 74.000 CYS | 22.50000 1665.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-06467 46.400 CYS | 76.00000 3526.40| | AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 98.700 CYS | 26.00000 2566.20| | STRUCTURE BACKFILL | | | 0022 301-07448 2199.400 TON | 17.75000 39039.35| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-06464 106.700 CYS | 47.00000 5014.90| | SUBBASE FOR PCCP | | | 0024 303-07449 473.000 TON | 17.75000 8395.75| | COMPACTED AGGREGATE, NO. 73 | | | 0025 311-06465 34388.300 SYS | 0.38000 13067.55| | PCCP CRACKING AND SEATING | | | 0028 401-07322 5408.900 TON | 61.50000 332647.35| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm --SMA | | | 0029 401-07392 14717.200 TON | 35.75000 526139.90| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0030 401-07424 4188.700 TON | 45.60000 191004.72| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0031 401-07429 2548.300 TON | 41.00000 104480.30| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0032 406-05520 49.520 TON | 180.00000 8913.60| | ASPHALT FOR TACK COAT | | | 0033 502-06627 714.700 SYS | 49.00000 35020.30| | PCCP, 6 IN. | | | 0034 601-01522 4.000 EACH| 1260.00000 5040.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-01626 1.000 EACH| 1575.00000 1575.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0036 601-01839 1.000 EACH| 1785.00000 1785.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 168 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,868,892.26 ROUTE : 27 CALL ORDER : 168 CONTRACT ID : R -26399-B COUNTIES : RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-01846 1.000 EACH| 1785.00000 1785.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0038 601-06037 1.000 EACH| 630.00000 630.00| | GUARDRAIL END TREATMENT, I | | | 0039 601-07023 2.000 EACH| 4830.00000 9660.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0040 601-94689 9.000 EACH| 1995.00000 17955.00| | GUARDRAIL END TREATMENT, OS | | | 0041 601-97774 1.000 EACH| 945.00000 945.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0042 601-99105 2668.750 LFT | 9.40000 25086.25| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 602-06639 542.000 LFT | 39.00000 21138.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0044 602-06729 8.000 EACH| 7.35000 58.80| | BARRIER DELINEATOR | | | 0045 606-07484 24046.000 LFT | 0.26000 6251.96| | MILLED HMA SHOULDER CORRUGATIONS | | | 0046 607-06335 152.600 LFT | 52.00000 7935.20| | PAVED SIDE DITCH, A | | | 0047 610-05527 1130.900 TON | 74.00000 83686.60| | HMA FOR APPROACHES | | | 0048 610-06259 426.800 SYS | 70.00000 29876.00| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0049 610-07486 15.000 TON | 74.00000 1110.00| | HMA FOR APPROACHES, TYPE A | | | 0050 611-06497 15.000 EACH| 162.00000 2430.00| | MAILBOX ASSEMBLY, SINGLE | | | 0051 611-06498 3.000 EACH| 204.00000 612.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0052 611-95023 3.000 EACH| 162.00000 486.00| | MAILBOX ASSEMBLY, RESET | | | 0053 616-02320 1271.000 SYS | 1.50000 1906.50| | GEOTEXTILES | | | 0054 616-06405 790.800 TON | 24.00000 18979.20| | RIPRAP, REVETMENT | | | 0055 621-01004 3.000 EACH| 700.00000 2100.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 168 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,868,892.26 ROUTE : 27 CALL ORDER : 168 CONTRACT ID : R -26399-B COUNTIES : RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-01956 587.800 LBS | 1.65000 969.87| | SEED MIXTURE, LEGUME, 1 | | | 0057 621-02363 2918.000 SYS | 0.33000 962.94| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0058 621-06545 0.330 TON | 1960.00000 646.80| | FERTILIZER | | | 0059 621-06548 30.200 LBS | 26.50000 800.30| | SEED MIXTURE, CV | | | 0060 621-06559 1738.000 SYS | 0.55000 955.90| | MULCHED SEEDING, R | | | 0061 621-06565 6.200 TON | 263.00000 1630.60| | MULCHING MATERIAL | | | 0062 621-06567 13.800 MG | 2.10000 28.98| | WATER | | | 0063 621-06574 2404.100 SYS | 3.30000 7933.53| | SODDING | | | 0064 621-06575 954.000 SYS | 3.30000 3148.20| | SODDING, NURSERY | | | 0065 621-52448 18.000 EACH| 27.00000 486.00| | SIGN, DO NOT SPRAY | | | 0066 622-98200 18.000 EACH| 27.00000 486.00| | SIGN, DO NOT DISTURB | | | 0067 701-90649 620.000 LFT | 41.00000 25420.00| | PILE, STEEL SHELL, 0.203 IN., 14 IN. | | | 0068 702-51005 80.800 CYS | 753.00000 60842.40| | CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 35.800 CYS | 345.00000 12351.00| | CONCRETE, B, FOOTINGS | | | 0070 702-51110 644.000 LBS | 2.65000 1706.60| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0071 702-51863 136.000 EACH| 8.65000 1176.40| | FIELD DRILLED HOLE IN CONCRETE | | | 0072 703-51030 16717.000 LBS | 0.56000 9361.52| | REINFORCING STEEL | | | 0073 703-51032 53921.000 LBS | 0.62000 33431.02| | REINFORCING STEEL, EPOXY COATED | | | 0074 703-90512 64.000 EACH| 7.35000 470.40| | THREADED BAR SPLICE | | | 0075 703-97703 392.000 EACH| 6.60000 2587.20| | THREADED BAR SPLICE, EPOXY COATED | | | 0076 704-05892 196.900 CYS | 620.00000 122078.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 168 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,868,892.26 ROUTE : 27 CALL ORDER : 168 CONTRACT ID : R -26399-B COUNTIES : RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 704-51002 31.400 CYS | 1048.00000 32907.20| | CONCRETE, C, SUPERSTRUCTURE | | | 0078 706-05732 4.000 EACH| 1288.00000 5152.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0079 706-51020 25.900 CYS | 428.00000 11085.20| | CONCRETE, C, RAILING | | | 0080 707-05982 1174.500 LFT | 61.00000 71644.50| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0081 709-51821 LUMP| 3150.00000 3150.00| | SURFACE SEAL | | | 0082 713-51820 LUMP| 3850.00000 3850.00| | TEMPORARY SUPPORT | | | 0083 715-01471 5.000 EACH| 535.00000 2675.00| | PIPE END SECTION, PRECAST CONCRETE, 15 | | | IN. | | | 0084 715-01472 3.000 EACH| 590.00000 1770.00| | PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | 0085 715-01765 2.000 EACH| 515.00000 1030.00| | PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0086 715-02628 1.000 EACH| 490.00000 490.00| | SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0087 715-05048 1304.000 LFT | 4.50000 5868.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0088 715-05053 1234.800 LFT | 16.00000 19756.80| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0089 715-05169 66.000 LFT | 28.00000 1848.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0090 715-05173 167.300 LFT | 21.00000 3513.30| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0091 715-05203 25784.000 LFT | 1.45000 37386.80| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0092 715-05407 160.000 LFT | 8.00000 1280.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0093 715-05595 62.300 LFT | 76.00000 4734.80| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0094 715-05596 9.800 LFT | 120.00000 1176.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0095 715-05597 48.200 LFT | 60.00000 2892.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 168 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,868,892.26 ROUTE : 27 CALL ORDER : 168 CONTRACT ID : R -26399-B COUNTIES : RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 715-05756 114.800 LFT | 114.00000 13087.20| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0097 715-05889 10.000 LFT | 95.00000 950.00| | PIPE EXTENSION, CIRCULAR, 30 IN. | | | 0098 715-06004 1.000 EACH| 925.00000 925.00| | CONCRETE ANCHOR, 48 IN. | | | 0099 715-06337 6.600 LFT | 165.00000 1089.00| | PIPE EXTENSION, CIRCULAR, 48 IN. | | | 0100 715-46000 33.000 EACH| 215.00000 7095.00| | PIPE END SECTION, 12 IN. | | | 0101 715-46005 9.000 EACH| 230.00000 2070.00| | PIPE END SECTION, 15 IN. | | | 0102 715-46020 4.000 EACH| 300.00000 1200.00| | PIPE END SECTION, 24 IN. | | | 0103 715-46030 2.000 EACH| 425.00000 850.00| | PIPE END SECTION, 30 IN. | | | 0104 715-91361 4.000 LFT | 60.00000 240.00| | PIPE, PVC, 6 IN. | | | 0105 715-96389 6.000 EACH| 660.00000 3960.00| | PIPE END SECTION, PRECAST CONCRETE, 24 | | | IN. | | | 0106 718-06528 4.000 EACH| 550.00000 2200.00| | OUTLET PROTECTOR, 1 | | | 0107 718-06529 57.000 EACH| 480.00000 27360.00| | OUTLET PROTECTOR, 2 | | | 0108 718-52610 1152.400 CYS | 32.00000 36876.80| | AGGREGATE FOR UNDERDRAINS | | | 0109 801-01851 LUMP| 24000.00000 24000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0110 801-06203 3268.000 LFT | 0.55000 1797.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0111 801-06207 12506.000 LFT | 1.25000 15632.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0112 801-06218 24.000 LFT | 3.20000 76.80| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0113 801-06640 49.000 EACH| 163.00000 7987.00| | CONSTRUCTION SIGN, A | | | 0114 801-06645 4.000 EACH| 42.00000 168.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 168 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,868,892.26 ROUTE : 27 CALL ORDER : 168 CONTRACT ID : R -26399-B COUNTIES : RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 801-06710 150.000 DAY | 12.60000 1890.00| | FLASHING ARROW SIGN | | | 0116 801-06775 LUMP| 106711.00000 106711.00| | MAINTAINING TRAFFIC | | | 0117 801-07215 150.000 DAY | 42.00000 6300.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0118 801-97643 864.000 LFT | 5.00000 4320.00| | TEMPORARY BUZZ STRIPS | | | 0119 802-76055 240.000 LFT | 3.67000 880.80| | SIGN POST, A | | | 0120 802-91122 21.000 EACH| 126.00000 2646.00| | SIGN, GROUND MOUNTED, RESET | | | 0121 804-06725 21.000 EACH| 25.25000 530.25| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0122 804-76425 1.000 EACH| 63.00000 63.00| | MARKER TYPE 3, (W59 R) WITH POST | | | 0123 808-06703 33261.200 LFT | 0.27000 8980.52| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0124 808-06712 220.000 LFT | 0.26000 57.20| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0125 808-06713 1765.000 LFT | 0.21000 370.65| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0126 808-06716 1413.000 LFT | 0.42000 593.46| | LINE, REMOVE | | | 0127 808-75215 78.700 LFT | 2.63000 206.98| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0128 808-75240 3267.700 LFT | 0.35000 1143.70| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0129 808-75245 3963.300 LFT | 0.32000 1268.26| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0130 808-75996 17.000 EACH| 6.90000 117.30| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0131 808-75998 301.000 EACH| 24.00000 7224.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,862,388.63| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,862,388.63| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,692,050.00 ROUTE : SR 32 CALL ORDER : 170 CONTRACT ID : R -26400-A COUNTIES : DELAWARE RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1002006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,522,694.56 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,727,643.00 134.2053% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1200.00000 19200.00| 2400.00000 38400.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 187000.00000 187000.00| 274800.00000 274800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 87.000 EACH| 200.00000 17400.00| 140.00000 12180.00| HEADWALL, REMOVE | | | 0005 202-02278 1300.000 m | 13.17000 17121.00| 20.00000 26000.00| CURB, CONCRETE, REMOVE , CURB ON | | | STIRRUPS IN PARKER CITY | | | 0006 202-51328 LUMP| 25000.00000 25000.00| 5000.00000 5000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | EXISTING HEADWALL AND WINGWALLS, SOUTH | | | 0007 202-52710 73.200 m2 | 15.55000 1138.26| 23.00000 1683.60| SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 7280.000 m2 | 2.00000 14560.00| 2.70000 19656.00| SURFACE MILLING, ASPHALT , 38 mm, | | | IMPROVED APPROACHES | | | 0009 202-60820 88640.000 m2 | 3.00000 265920.00| 3.70000 327968.00| SURFACE MILLING, ASPHALT , 40 mm TO 170 | | | mm (TO CONCRETE) | | | 0010 203-02000 6500.000 m3 | 6.00000 39000.00| 28.00000 182000.00| EXCAVATION, COMMON | | | 0011 203-02070 5825.000 m3 | 17.00000 99025.00| 25.00000 145625.00| BORROW | | | 0012 205-06932 650.000 m | 10.00000 6500.00| 22.00000 14300.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 1.000 EACH| 90.00000 90.00| 95.00000 95.00| TEMPORARY DITCH INLET PROTECTION , FOR | | | PIPE CATCH BASIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,692,050.00 ROUTE : SR 32 CALL ORDER : 170 CONTRACT ID : R -26400-A COUNTIES : DELAWARE RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06937 200.000 m | 6.16000 1232.00| 6.50000 1300.00| TEMPORARY SILT FENCE | | | 0015 211-07454 13.000 m3 | 43.91000 570.83| 46.00000 598.00| STRUCTURE BACKFILL | | | 0016 303-07449 2790.000 Mg | 20.21000 56385.90| 21.00000 58590.00| COMPACTED AGGREGATE, NO. 73 , SHOULDER | | | WEDGE | | | 0017 303-60012 9.700 Mg | 40.00000 388.00| 53.00000 514.10| AGGREGATE, 2 , STRUCTURE AT 106+855 | | | 0018 303-94433 25.000 m3 | 35.00000 875.00| 80.00000 2000.00| AGGREGATE, 12 , STRUCTURE AT 106+855 | | | 0019 304-07490 680.000 Mg | 75.00000 51000.00| 110.00000 74800.00| HMA PATCHING, TYPE B | | | 0020 304-07493 7935.000 Mg | 57.00000 452295.00| 57.00000 452295.00| WIDENING WITH HMA, TYPE B | | | 0021 401-06264 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0022 401-07321 10935.000 Mg | 46.00000 503010.00| 52.00000 568620.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 43024.000 Mg | 25.00000 1075600.00| 39.00000 1677936.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 405-05517 92.400 Mg | 50.00000 4620.00| 300.00000 27720.00| ASPHALT FOR PRIME COAT | | | 0025 406-05520 56.300 Mg | 185.14000 10423.38| 200.00000 11260.00| ASPHALT FOR TACK COAT | | | 0026 601-01701 4.000 EACH| 1600.00000 6400.00| 1700.00000 6800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0027 601-06854 4.000 EACH| 1700.00000 6800.00| 1900.00000 7600.00| GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 6.000 EACH| 1900.00000 11400.00| 1900.00000 11400.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 224.900 m | 30.00000 6747.00| 35.00000 7871.50| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 605-06120 1300.000 m | 48.91000 63583.00| 50.00000 65000.00| CURB, CONCRETE , ON EXISTING STIRRUPS, | | | IN PARKER CITY | | | 0031 606-07484 16251.200 m | 0.60000 9750.72| 0.80000 13000.96| MILLED HMA SHOULDER CORRUGATIONS | | | 0032 610-07487 2860.000 Mg | 65.00000 185900.00| 90.00000 257400.00| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,692,050.00 ROUTE : SR 32 CALL ORDER : 170 CONTRACT ID : R -26400-A COUNTIES : DELAWARE RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06497 96.000 EACH| 110.00000 10560.00| 120.00000 11520.00| MAILBOX ASSEMBLY, SINGLE | | | 0034 611-95023 22.000 EACH| 260.00000 5720.00| 130.00000 2860.00| MAILBOX ASSEMBLY, RESET | | | 0035 615-06490 20.000 EACH| 130.00000 2600.00| 140.00000 2800.00| RIGHT OF WAY MARKER , UNDISTRIBUTED, | | | REPLACE DEFICIENT MARKE | | | 0036 615-06527 7.000 EACH| 350.00000 2450.00| 520.00000 3640.00| MONUMENT, SECTION CORNER | | | 0037 616-02320 36.000 m2 | 22.00000 792.00| 4.10000 147.60| GEOTEXTILES , STRUCTURE AT 106+855 | | | 0038 616-06405 7.000 Mg | 60.00000 420.00| 100.00000 700.00| RIPRAP, REVETMENT , STRUCTURE AT 106+855| | | 0039 621-01004 3.000 EACH| 775.00000 2325.00| 810.00000 2430.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-02363 2524.000 m2 | 0.33000 832.92| 0.35000 883.40| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0041 621-06559 25240.000 m2 | 0.39000 9843.60| 0.41000 10348.40| MULCHED SEEDING, R | | | 0042 621-06560 2524.000 m2 | 0.62000 1564.88| 0.65000 1640.60| MULCHED SEEDING, U | | | 0043 621-06570 18.000 m3 | 30.00000 540.00| 45.00000 810.00| TOP SOIL , STRUCTURE AT 106+855 | | | 0044 621-06574 44.000 m2 | 32.00000 1408.00| 34.00000 1496.00| SODDING , AT STRUCTURE 106+855 | | | 0045 714-02544 2.000 EACH| 1500.00000 3000.00| 9600.00000 19200.00| WINGWALL, PRECAST CONCRETE , STRUCTURE | | | AT 106+855 | | | 0046 714-26702 2.700 m | 2667.00000 7200.90| 2700.00000 7290.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm , STRUCTURE | | | AT 106+855 | | | 0047 715-04629 2.000 EACH| 443.23000 886.46| 490.00000 980.00| PIPE END SECTION, MIN. AREA 0.38 m2 | | | 0048 715-04629 2.000 EACH| 659.31000 1318.62| 670.00000 1340.00| PIPE END SECTION, MIN. AREA 0.82 m2 | | | 0049 715-05019 2.050 m | 604.49000 1239.20| 570.00000 1168.50| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0050 715-05119 3.800 m | 326.95000 1242.41| 250.00000 950.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,692,050.00 ROUTE : SR 32 CALL ORDER : 170 CONTRACT ID : R -26400-A COUNTIES : DELAWARE RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05121 1.900 m | 423.17000 804.02| 490.00000 931.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0052 715-05123 2.500 m | 839.52000 2098.80| 910.00000 2275.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0053 715-05128 0.750 m | 2642.40000 1981.80| 2600.00000 1950.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0054 715-05168 94.500 m | 212.82000 20111.49| 320.00000 30240.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0055 715-05169 39.200 m | 237.45000 9308.04| 190.00000 7448.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-05171 3.000 m | 510.16000 1530.48| 260.00000 780.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-05173 40.000 m | 158.78000 6351.20| 130.00000 5200.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0058 715-05234 1.200 m | 1049.02000 1258.84| 1300.00000 1560.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.38 | | | m2 | | | 0059 715-05373 8.000 m | 1216.19000 9729.52| 560.00000 4480.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0060 715-46000 73.000 EACH| 168.63000 12309.99| 250.00000 18250.00| PIPE END SECTION, 300 mm | | | 0061 715-46005 17.000 EACH| 189.69000 3224.73| 260.00000 4420.00| PIPE END SECTION, 375 mm | | | 0062 715-46010 3.000 EACH| 308.31000 924.93| 270.00000 810.00| PIPE END SECTION, 450 mm | | | 0063 715-46020 7.000 EACH| 378.49000 2649.43| 310.00000 2170.00| PIPE END SECTION, 600 mm | | | 0064 715-97691 2.000 EACH| 7413.08000 14826.16| 5900.00000 11800.00| GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0065 715-97695 2.000 EACH| 8198.08000 16396.16| 6700.00000 13400.00| GRATED BOX END SECTION, I, 3:1, 1200 mm | | | 0066 720-44000 9.000 EACH| 319.16000 2872.44| 500.00000 4500.00| CASTING, ADJUST TO GRADE , CURB INLETS | | | 0067 720-45275 1.000 EACH| 820.51000 820.51| 1500.00000 1500.00| PIPE CATCH BASIN, 600 mm | | | 0068 801-06203 1110.000 m | 2.58000 2863.80| 3.00000 3330.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0069 801-06207 1110.000 m | 2.58000 2863.80| 4.00000 4440.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,692,050.00 ROUTE : SR 32 CALL ORDER : 170 CONTRACT ID : R -26400-A COUNTIES : DELAWARE RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 801-06640 50.000 EACH| 100.00000 5000.00| 93.00000 4650.00| CONSTRUCTION SIGN, A | | | 0071 801-06710 200.000 DAY | 10.00000 2000.00| 13.00000 2600.00| FLASHING ARROW SIGN | | | 0072 801-06775 LUMP| 122500.00000 122500.00| 160000.00000 160000.00| MAINTAINING TRAFFIC | | | 0073 808-06712 2764.000 m | 0.15000 414.60| 0.16000 442.24| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 22158.000 m | 0.09000 1994.22| 0.09000 1994.22| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 828.000 m | 0.15000 124.20| 0.16000 132.48| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75297 4.000 m | 35.00000 140.00| 37.00000 148.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0077 808-75996 496.000 EACH| 4.67000 2316.32| 5.40000 2678.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 496.000 EACH| 25.00000 12400.00| 26.00000 12896.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,522,694.56| $ 4,727,643.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,522,694.56| $ 4,727,643.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 172 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,082,891.67 ROUTE : 227 CALL ORDER : 172 CONTRACT ID : R -26401-B COUNTIES : UNION WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : 5189007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,090,704.15 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP| 28000.00000 28000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1500.00000 24000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 153000.00000 153000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY , SMALL STRUCT. | | | REPLACEMENTS | | | 0005 202-02240 1113.500 m2 | 27.00000 30064.50| | PAVEMENT, REMOVE | | | 0006 202-02241 492.500 m | 6.30000 3102.75| | GUARDRAIL, REMOVE | | | 0007 202-02265 2.000 EACH| 800.00000 1600.00| | TREE, 1220 mm, REMOVE | | | 0008 202-02270 3.000 EACH| 850.00000 2550.00| | TREE, 1520 mm, REMOVE | | | 0009 202-02271 21.000 EACH| 375.00000 7875.00| | HEADWALL, REMOVE | | | 0010 202-02278 312.000 m | 15.00000 4680.00| | CURB, CONCRETE, REMOVE | | | 0011 202-51328 LUMP| 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | OLD HEADWALLS AND WINGWALLS STRUCTURE | | | 0012 202-51330 LUMP| 19000.00000 19000.00| | PRESENT STRUCTURE, REMOVE , STRUCTURE #1| | | 0013 202-51330 LUMP| 19000.00000 19000.00| | PRESENT STRUCTURE, REMOVE , STRUCTURE #2| | | 0014 202-51330 LUMP| 19000.00000 19000.00| | PRESENT STRUCTURE, REMOVE , STRUCTURE #3| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 172 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,082,891.67 ROUTE : 227 CALL ORDER : 172 CONTRACT ID : R -26401-B COUNTIES : UNION WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-52710 188.800 m2 | 7.00000 1321.60| | SIDEWALK, CONCRETE, REMOVE | | | 0016 202-60820 12527.000 m2 | 1.75000 21922.25| | SURFACE MILLING, ASPHALT , 0mm to 25mm | | | 0017 203-02000 1000.000 m3 | 10.00000 10000.00| | EXCAVATION, COMMON | | | 0018 203-02070 4118.000 m3 | 23.00000 94714.00| | BORROW | | | 0019 205-06932 534.200 m | 22.50000 12019.50| | TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06937 652.000 m | 4.50000 2934.00| | TEMPORARY SILT FENCE | | | 0021 211-07454 3.000 m3 | 15.00000 45.00| | STRUCTURE BACKFILL , PIPE UNDER BULLA | | | ROAD | | | 0022 303-52308 4732.000 Mg | 20.75000 98189.00| | COMPACTED AGGREGATE, O, 53 | | | 0023 303-94433 442.000 m3 | 39.00000 17238.00| | AGGREGATE, 12 | | | 0024 304-07490 2210.000 Mg | 105.00000 232050.00| | HMA PATCHING, TYPE B | | | 0025 304-07508 11174.000 Mg | 45.75000 511210.50| | WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0026 401-06264 LUMP| 4500.00000 4500.00| | PROFILOGRAPH, HMA | | | 0027 401-07321 10859.400 Mg | 43.75000 475098.75| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0028 401-07371 15752.700 Mg | 38.20000 601753.14| | QC/QA-HMA, 2. 64, INTERMEDIATE, 12.5 mm | | | 0029 402-07441 576.800 Mg | 49.00000 28263.20| | HMA BASE, TYPE B | | | 0030 405-05518 23941.600 m2 | 0.50000 11970.80| | ASPHALT FOR PRIME COAT | | | 0031 406-05521 186327.200 m2 | 0.05000 9316.36| | ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH| 1680.00000 1680.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06854 2.000 EACH| 1720.00000 3440.00| | GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 172 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,082,891.67 ROUTE : 227 CALL ORDER : 172 CONTRACT ID : R -26401-B COUNTIES : UNION WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-94689 5.000 EACH| 1940.00000 9700.00| | GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 263.800 m | 30.00000 7914.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 604-02007 154.100 m2 | 43.00000 6626.30| | SIDEWALK, CONCRETE, RECONSTRUCT | | | 0037 605-06120 1522.000 m | 57.00000 86754.00| | CURB, CONCRETE | | | 0038 606-07484 5190.000 m | 0.81000 4203.90| | MILLED HMA SHOULDER CORRUGATIONS | | | 0039 610-07487 575.000 Mg | 75.00000 43125.00| | HMA FOR APPROACHES, TYPE B | | | 0040 611-06497 24.000 EACH| 171.00000 4104.00| | MAILBOX ASSEMBLY, SINGLE | | | 0041 611-95728 114.800 m2 | 74.00000 8495.20| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0042 615-06525 6.000 EACH| 400.00000 2400.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0043 615-06527 1.000 EACH| 445.00000 445.00| | MONUMENT, SECTION CORNER | | | 0044 616-02320 671.000 m2 | 2.00000 1342.00| | GEOTEXTILES | | | 0045 616-06405 613.900 Mg | 26.00000 15961.40| | RIPRAP, REVETMENT | | | 0046 621-01004 6.000 EACH| 685.00000 4110.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01660 1943.000 m2 | 0.40000 777.20| | MULCHED SEEDING, LEGUME, 2 | | | 0048 621-02363 5811.000 m2 | 0.32000 1859.52| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0049 621-06548 1.000 kg | 57.00000 57.00| | SEED MIXTURE, CV | | | 0050 621-06559 58106.000 m2 | 0.35000 20337.10| | MULCHED SEEDING, R | | | 0051 621-06560 5811.000 m2 | 0.40000 2324.40| | MULCHED SEEDING, U | | | 0052 621-06570 30.700 m3 | 125.00000 3837.50| | TOP SOIL | | | 0053 621-06574 52.000 m2 | 30.00000 1560.00| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 172 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,082,891.67 ROUTE : 227 CALL ORDER : 172 CONTRACT ID : R -26401-B COUNTIES : UNION WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-52448 12.000 EACH| 26.00000 312.00| | SIGN, DO NOT SPRAY , SMALL STRUCTURE | | | REPLACEMENTS | | | 0055 622-98200 12.000 EACH| 26.00000 312.00| | SIGN, DO NOT DISTURB , SMALL STRUCT. | | | REPLACMENTS | | | 0056 714-01634 2.000 m | 3900.00000 7800.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0057 714-02544 4.000 EACH| 7500.00000 30000.00| | WINGWALL, PRECAST CONCRETE | | | 0058 714-26703 17.080 m | 1800.00000 30744.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0059 714-26724 18.290 m | 3500.00000 64015.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0060 714-26725 18.290 m | 3800.00000 69502.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0061 715-05119 26.900 m | 225.00000 6052.50| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0062 715-05121 2.900 m | 250.00000 725.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0063 715-05123 4.300 m | 560.00000 2408.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0064 715-05171 1.200 m | 550.00000 660.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0065 715-05173 14.100 m | 105.00000 1480.50| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0066 715-05243 4.900 m | 475.00000 2327.50| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0067 715-05252 4.300 m | 775.00000 3332.50| | PIPE, TYPE 1, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0068 715-06054 30.000 m | 45.00000 1350.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 300 mm | | | 0069 715-06629 2.000 EACH| 1000.00000 2000.00| | PIPE END SECTION, MIN. AREA 0.95 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 172 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,082,891.67 ROUTE : 227 CALL ORDER : 172 CONTRACT ID : R -26401-B COUNTIES : UNION WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-06847 2.000 EACH| 1750.00000 3500.00| | PIPE END SECTION, MIN. AREA 1.9 m2 | | | 0071 715-35000 40.000 m | 23.00000 920.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0072 715-35005 40.000 m | 30.00000 1200.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0073 715-35010 40.000 m | 36.00000 1440.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0074 715-46005 11.000 EACH| 245.00000 2695.00| | PIPE END SECTION, 375 mm | | | 0075 715-46010 3.000 EACH| 250.00000 750.00| | PIPE END SECTION, 450 mm | | | 0076 715-46020 9.000 EACH| 285.00000 2565.00| | PIPE END SECTION, 600 mm | | | 0077 715-90325 1.000 EACH| 215.00000 215.00| | PIPE END SECTION, 250 mm | | | 0078 715-92874 19.600 m | 100.00000 1960.00| | PIPE ENCASEMENT , SANITARY SEWER FORCE | | | MAIN | | | 0079 801-04308 2.000 EACH| 105.00000 210.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0080 801-06203 1135.000 m | 0.90000 1021.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0081 801-06207 1135.000 m | 4.75000 5391.25| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0082 801-06625 19.000 EACH| 100.00000 1900.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0083 801-06640 44.000 EACH| 173.00000 7612.00| | CONSTRUCTION SIGN, A | | | 0084 801-06710 300.000 DAY | 12.75000 3825.00| | FLASHING ARROW SIGN | | | 0085 801-06775 LUMP| 111150.00000 111150.00| | MAINTAINING TRAFFIC | | | 0086 801-07118 12.000 m | 21.00000 252.00| | BARRICADE, III-A | | | 0087 801-07119 4.000 m | 23.00000 92.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 172 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,082,891.67 ROUTE : 227 CALL ORDER : 172 CONTRACT ID : R -26401-B COUNTIES : UNION WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 802-76025 1.490 m2 | 227.00000 338.23| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS , NO PARKING | | | ANYTIME | | | 0089 802-76055 17.200 m | 13.00000 223.60| | SIGN POST, A | | | 0090 802-76055 34.000 m | 39.00000 1326.00| | SIGN POST, A , NO PARKING SIGNS | | | 0091 802-96915 LUMP| 158.00000 158.00| | SIGN, RELOCATE | | | 0092 804-06725 30.000 EACH| 19.00000 570.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0093 808-06712 2200.000 m | 0.12000 264.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0094 808-06713 21560.000 m | 0.10000 2156.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0095 808-06714 9450.000 m | 0.11000 1039.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0096 808-75297 14.400 m | 13.00000 187.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0097 808-75998 750.000 EACH| 19.00000 14250.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,090,704.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,090,704.15| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 184 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 560,278.11 ROUTE : PARK CALL ORDER : 184 CONTRACT ID : R -26444-A COUNTIES : JEFFERSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 05/27/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0674502 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1564026 WINGHAM PAVING INC. REJECTED $ 432,546.31 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR AWARD $ 446,074.22 103.1275% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 516,811.79 119.4812% ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1357381 |(3) 35-1385672 |WINGHAM PAVING INC. |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKING AREA RECONSTRUCTION | | | 0001 105-06845 LUMP| 14950.00000 14950.00| 11000.00000 11000.00| 9200.00000 9200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 660.00000 5940.00| 1642.00000 14778.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20593.00000 20593.00| 9300.00000 9300.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 11000.00000 11000.00| 15147.00000 15147.00 CLEARING RIGHT OF WAY | | | 0005 202-02272 3.400 LFT | 50.00000 170.00| 300.00000 1020.00| 88.00000 299.20 PAVED SIDE DITCH, REMOVE | | | 0006 202-02286 1.000 EACH| 1770.00000 1770.00| 1600.00000 1600.00| 8940.00000 8940.00 PRESENT STRUCTURE, REMOVE , PIT TOILET | | | 0007 202-02286 1.000 EACH| 800.00000 800.00| 1100.00000 1100.00| 2276.00000 2276.00 PRESENT STRUCTURE, REMOVE , PLAYGROUND | | | 0008 202-02286 1.000 EACH| 800.00000 800.00| 1100.00000 1100.00| 2154.00000 2154.00 PRESENT STRUCTURE, REMOVE STONE CULVERT | | | (CRAGMONT) | | | 0009 202-03000 LUMP| 600.00000 600.00| 550.00000 550.00| 1900.00000 1900.00 HOUSES AND BUILDINGS, REMOVE SHED | | | RELOCATE NATURE CENTER | | | 0010 202-52710 4.500 SYS | 20.00000 90.00| 12.00000 54.00| 161.00000 724.50 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 224.000 SYS | 9.00000 2016.00| 6.60000 1478.40| 7.00000 1568.00 SURFACE MILLING, ASPHALT | | | 0012 202-96133 30.000 LFT | 6.00000 180.00| 25.00000 750.00| 52.00000 1560.00 PIPE, REMOVE | | | 0013 203-02000 1996.000 CYS | 6.00000 11976.00| 17.60000 35129.60| 25.00000 49900.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 184 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 560,278.11 ROUTE : PARK CALL ORDER : 184 CONTRACT ID : R -26444-A COUNTIES : JEFFERSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1357381 |(3) 35-1385672 |WINGHAM PAVING INC. |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02010 4.000 CYS | 250.00000 1000.00| 200.00000 800.00| 505.00000 2020.00 EXCAVATION, ROCK | | | 0015 203-02070 50.000 CYS | 25.00000 1250.00| 11.00000 550.00| 27.00000 1350.00 BORROW | | | 0016 203-02080 0.274 MILE| 22000.00000 6028.00| 6100.00000 1671.40| 8824.00000 2417.78 LINEAR GRADING | | | 0017 203-91878 150.000 LFT | 6.00000 900.00| 16.50000 2475.00| 8.39000 1258.50 LINEAR DITCH GRADING | | | 0018 205-06931 20.000 TON | 30.00000 600.00| 28.00000 560.00| 84.00000 1680.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06932 207.000 LFT | 4.50000 931.50| 12.00000 2484.00| 3.00000 621.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06937 944.000 LFT | 1.80000 1699.20| 1.68000 1585.92| 1.83000 1727.52 TEMPORARY SILT FENCE | | | 0021 210-06317 1.700 SFT | 50.00000 85.00| 10.00000 17.00| 185.00000 314.50 PATCH | | | 0022 211-02060 88.000 CYS | 25.00000 2200.00| 16.50000 1452.00| 42.00000 3696.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 4239.000 TON | 11.50000 48748.50| 11.00000 46629.00| 14.00000 59346.00 COMPACTED AGGREGATE, O, 53 | | | 0024 305-05204 3.000 TON | 150.00000 450.00| 217.00000 651.00| 200.00000 600.00 HMA FOR PATCHING | | | 0025 402-07433 1792.500 TON | 36.50000 65426.25| 39.06000 70015.05| 43.25000 77525.63 HMA SURFACE, TYPE B | | | 0026 402-07441 2050.000 TON | 34.50000 70725.00| 35.00000 71750.00| 38.50000 78925.00 HMA BASE, TYPE B | | | 0027 406-05520 3.700 TON | 300.00000 1110.00| 217.00000 802.90| 200.00000 740.00 ASPHALT FOR TACK COAT | | | 0028 603-01984 2.000 EACH| 1344.00000 2688.00| 1900.00000 3800.00| 2800.00000 5600.00 BICYCLE GATE | | | 0029 603-97461 1000.000 LFT | 4.00000 4000.00| 3.25000 3250.00| 3.00000 3000.00 TEMPORARY FENCE | | | 0030 604-06070 479.000 SYS | 42.03000 20132.37| 28.60000 13699.40| 23.00000 11017.00 SIDEWALK, CONCRETE | | | 0031 605-03652 150.000 LFT | 22.00000 3300.00| 22.00000 3300.00| 14.00000 2100.00 CURB, LIMESTONE REMOVE AND RELOCATE | | | 0032 605-06120 984.000 LFT | 21.42000 21077.28| 19.50000 19188.00| 11.80000 11611.20 CURB, CONCRETE | | | 0033 615-06496 170.000 EACH| 43.00000 7310.00| 28.40000 4828.00| 54.00000 9180.00 PARKING BARRIER WHEEL STOP | | | 0034 616-02320 49.000 SYS | 4.00000 196.00| 4.10000 200.90| 2.57000 125.93 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 184 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 560,278.11 ROUTE : PARK CALL ORDER : 184 CONTRACT ID : R -26444-A COUNTIES : JEFFERSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1357381 |(3) 35-1385672 |WINGHAM PAVING INC. |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-03144 LUMP| 4000.00000 4000.00| 1650.00000 1650.00| 1795.00000 1795.00 ROCKS, LARGE REMOVE AND RELOCATE | | | 0036 616-06451 17.000 TON | 30.00000 510.00| 22.00000 374.00| 53.00000 901.00 RIPRAP, UNIFORM | | | 0037 621-01004 1.000 EACH| 685.00000 685.00| 545.00000 545.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 231.000 SYS | 2.01000 464.31| 1.65000 381.15| 1.50000 346.50 EROSION CONTROL BLANKET | | | 0039 621-06560 22491.000 SYS | 0.40000 8996.40| 0.30000 6747.30| 0.28000 6297.48 MULCHED SEEDING, U | | | 0040 621-06575 358.000 SYS | 3.75000 1342.50| 3.10000 1109.80| 2.80000 1002.40 SODDING, NURSERY | | | 0041 702-90915 5.600 CYS | 470.00000 2632.00| 440.00000 2464.00| 632.00000 3539.20 CONCRETE, A FOR PIPE ANCHORS | | | 0042 714-02401 195.000 LFT | 46.00000 8970.00| 75.00000 14625.00| 36.80000 7176.00 RETAINING WALL , STONE | | | 0043 714-02930 2.000 EACH| 600.00000 1200.00| 2750.00000 5500.00| 946.00000 1892.00 HEADWALL ,STONE, REMOVE AND RESET | | | 0044 715-01354 20.000 LFT | 25.00000 500.00| 550.00000 11000.00| 38.00000 760.00 CLEAN EXISTING PIPE | | | 0045 715-01432 88.000 LFT | 86.00000 7568.00| 78.00000 6864.00| 101.00000 8888.00 PIPE, REINFORCED CONCRETE, 48 IN. | | | 0046 715-01471 2.000 EACH| 585.00000 1170.00| 920.00000 1840.00| 1021.00000 2042.00 PIPE END SECTION, PRECAST CONCRETE, 15 | | | IN. | | | 0047 715-01765 5.000 EACH| 560.00000 2800.00| 905.00000 4525.00| 701.00000 3505.00 PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0048 715-04612 163.000 LFT | 32.00000 5216.00| 25.00000 4075.00| 30.00000 4890.00 PIPE , REINFORCED CONCRETE, III, 12 IN. | | | 0049 715-05203 125.000 LFT | 9.00000 1125.00| 25.00000 3125.00| 10.37000 1296.25 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0050 715-05708 94.000 LFT | 37.00000 3478.00| 30.00000 2820.00| 31.80000 2989.20 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 15 IN. | | | 0051 715-41065 35.000 LFT | 44.00000 1540.00| 50.00000 1750.00| 60.00000 2100.00 PIPE, REINFORCED CONCRETE, III, 24 IN. | | | 0052 715-92037 35.000 LFT | 9.00000 315.00| 10.00000 350.00| 24.00000 840.00 PIPE, PVC, 4 IN. | | | 0053 715-96389 2.000 EACH| 675.00000 1350.00| 1075.00000 2150.00| 1086.00000 2172.00 PIPE END SECTION, PRECAST CONCRETE, 24 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 184 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 560,278.11 ROUTE : PARK CALL ORDER : 184 CONTRACT ID : R -26444-A COUNTIES : JEFFERSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1357381 |(3) 35-1385672 |WINGHAM PAVING INC. |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 718-06531 3.000 EACH| 300.00000 900.00| 300.00000 900.00| 1124.00000 3372.00 OUTLET PROTECTOR, 3 | | | 0055 718-52610 4.000 CYS | 60.00000 240.00| 40.00000 160.00| 100.00000 400.00 AGGREGATE FOR UNDERDRAINS | | | 0056 720-07309 9.000 LFT | 60.00000 540.00| 200.00000 1800.00| 50.00000 450.00 TRENCH DRAIN | | | 0057 720-07309 5.000 LFT | 60.00000 300.00| 100.00000 500.00| 75.00000 375.00 TRENCH DRAIN , SHALLOW CHANNEL | | | 0058 720-45275 1.000 EACH| 1400.00000 1400.00| 1200.00000 1200.00| 250.00000 250.00 PIPE CATCH BASIN, 24 IN. WITH CASTING | | | 0059 801-04308 5.000 EACH| 569.60000 2848.00| 545.00000 2725.00| 495.00000 2475.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06640 5.000 EACH| 196.00000 980.00| 187.00000 935.00| 170.00000 850.00 CONSTRUCTION SIGN, A | | | 0061 801-06775 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 3200.00000 3200.00 MAINTAINING TRAFFIC | | | 0062 801-07119 120.000 LFT | 14.38000 1725.60| 13.75000 1650.00| 12.50000 1500.00 BARRICADE, III-B | | | 0063 802-03896 227.000 EACH| 55.00000 12485.00| 90.10000 20452.70| 85.00000 19295.00 BOLLARD ,WOOD | | | 0064 802-03896 1.000 EACH| 3420.00000 3420.00| 55.00000 55.00| 40.00000 40.00 BOLLARD ,WOOD, REMOVE | | | 0065 802-07060 3.000 EACH| 150.00000 450.00| 324.50000 973.50| 375.00000 1125.00 SIGN, SHEET, RELOCATE | | | 0066 802-99058 8.000 EACH| 220.00000 1760.00| 264.00000 2112.00| 375.00000 3000.00 SHEET SIGN, INSTALL | | | 0067 808-06713 2940.000 LFT | 2.01000 5909.40| 1.93000 5674.20| 1.75000 5145.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0068 808-97222 12.000 EACH| 202.00000 2424.00| 192.50000 2310.00| 175.00000 2100.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL & LINES | | | SECTION TOTALS | $ 432,546.31| $ 446,074.22| $ 516,811.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 432,546.31| $ 446,074.22| $ 516,811.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/17/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2499001 2499001 2499001 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4456871 MILLER BROS. CONSTR., INC. $ 14,966,486.07 100.0000% 2 35-1139301 E & B PAVING, INC. $ 15,210,188.39 101.6283% 3 35-1065659 BROOKS CONSTRUCTION $ 15,248,853.64 101.8866% 4 35-1875662 CRIDER & CRIDER, INC. $ 18,236,135.60 121.8464% 5 99-9994787 RIETH RILEY/GRADEX INC. J/V $ 19,376,863.00 129.4683% ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION AND ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 221500.00000 221500.00| 160000.00000 160000.00| 200000.00000 200000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 27.000 MOS | 3600.00000 97200.00| 1800.00000 48600.00| 1500.00000 40500.00 FIELD OFFICE, B | | | 0003 108-01614 LUMP| 19100.00000 19100.00| 12700.00000 12700.00| 12700.00000 12700.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 725000.00000 725000.00| 660000.00000 660000.00| 762000.00000 762000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 170000.00000 170000.00| 298000.00000 298000.00| 298000.00000 298000.00 CLEARING RIGHT OF WAY | | | 0006 202-03000 LUMP| 15000.00000 15000.00| 16421.98000 16421.98| 16500.00000 16500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0007 202-03000 LUMP| 15000.00000 15000.00| 10096.39000 10096.39| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 21 | | | 0008 202-03000 LUMP| 15000.00000 15000.00| 10096.39000 10096.39| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0009 202-03000 LUMP| 15000.00000 15000.00| 11240.64000 11240.64| 11250.00000 11250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0010 202-03000 LUMP| 15000.00000 15000.00| 896.59000 896.59| 900.00000 900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43SA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-60820 6590.000 m2 | 1.26000 8303.40| 2.44000 16079.60| 1.26000 8303.40 SURFACE MILLING, ASPHALT | | | 0012 202-74080 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 650.00000 650.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0013 202-78515 LUMP| 2800.00000 2800.00| 2800.00000 2800.00| 1500.00000 1500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-99626 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 350.00000 350.00 FOUNDATION FOR SIGNING, REMOVE | | | 0015 203-02000 224200.000 m3 | 8.80000 1972960.00| 5.64000 1264488.00| 5.64000 1264488.00 EXCAVATION, COMMON | | | 0016 203-02070 214600.000 m3 | 0.75000 160950.00| 4.94000 1060124.00| 4.94000 1060124.00 BORROW | | | 0017 205-06930 2.400 Mg | 60.00000 144.00| 146.29000 351.10| 146.29000 351.10 SPLASHPAD, RIPRAP | | | 0018 205-06931 1091.000 Mg | 23.00000 25093.00| 26.70000 29129.70| 26.70000 29129.70 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06932 641.000 m | 13.50000 8653.50| 20.60000 13204.60| 20.60000 13204.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06933 39.000 EACH| 80.00000 3120.00| 50.00000 1950.00| 50.00000 1950.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06936 2027.000 Mg | 11.00000 22297.00| 30.00000 60810.00| 11.00000 22297.00 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 2185.000 m | 10.50000 22942.50| 4.40000 9614.00| 4.40000 9614.00 TEMPORARY SILT FENCE | | | 0023 205-06938 30.000 m | 18.00000 540.00| 76.24000 2287.20| 76.24000 2287.20 TEMPORARY SLOPE DRAIN | | | 0024 207-07498 53620.000 m2 | 3.50000 187670.00| 4.40000 235928.00| 4.40000 235928.00 SUBGRADE TREATMENT, TYPE A | | | 0025 207-07500 7250.000 m2 | 3.50000 25375.00| 5.48000 39730.00| 5.48000 39730.00 SUBGRADE TREATMENT, TYPE C | | | 0026 207-07502 4305.000 m2 | 2.45000 10547.25| 4.43000 19071.15| 4.43000 19071.15 SUBGRADE TREATMENT, TYPE D | | | 0027 207-07503 1750.000 m2 | 3.00000 5250.00| 2.49000 4357.50| 2.49000 4357.50 SUBGRADE TREATMENT, TYPE E | | | 0028 211-07454 15828.000 m3 | 25.80000 408362.40| 31.31000 495574.68| 31.31000 495574.68 STRUCTURE BACKFILL | | | 0029 301-07448 40907.000 Mg | 14.25000 582924.75| 12.00000 490884.00| 14.33000 586197.31 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-01180 4125.000 Mg | 16.50000 68062.50| 12.00000 49500.00| 16.64000 68640.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 303-04075 269.000 Mg | 16.50000 4438.50| 24.41000 6566.29| 16.64000 4476.16 COMPACTED AGGREGATE, O, 73 | | | 0032 304-07490 144.000 Mg | 55.39000 7976.16| 55.52000 7994.88| 55.39000 7976.16 HMA PATCHING, TYPE B | | | 0033 401-05467 28720.000 m | 0.25000 7180.00| 0.39000 11200.80| 0.25000 7180.00 MILLED HMA CORRUGATIONS | | | 0034 401-06264 LUMP| 4000.00000 4000.00| 5950.84000 5950.84| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0035 401-07327 602.000 Mg | 41.06000 24718.12| 50.00000 30100.00| 41.06000 24718.12 QC/QA-HMA, 2, 70, SURFACE, 9.5 m --SMA | | | 0036 401-07328 19808.000 Mg | 33.90000 671491.20| 38.00000 752704.00| 33.90000 671491.20 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm --SMA | | | 0037 401-07334 1214.000 Mg | 37.59000 45634.26| 50.00000 60700.00| 37.59000 45634.26 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0038 401-07397 1017.000 Mg | 30.70000 31221.90| 37.00000 37629.00| 30.70000 31221.90 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0039 401-07398 25693.000 Mg | 24.80000 637186.40| 27.00000 693711.00| 24.80000 637186.40 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0040 401-07403 2051.000 Mg | 31.42000 64442.42| 46.00000 94346.00| 31.42000 64442.42 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0041 401-07407 4022.000 Mg | 24.25000 97533.50| 27.70000 111409.40| 24.25000 97533.50 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0042 401-07424 105376.000 Mg | 26.46000 2788248.96| 24.00000 2529024.00| 26.46000 2788248.96 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0043 401-07429 39469.000 Mg | 27.12000 1070399.28| 33.00000 1302477.00| 27.12000 1070399.28 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0044 402-07432 425.000 Mg | 35.27000 14989.75| 52.16000 22168.00| 35.27000 14989.75 HMA SURFACE, TYPE A | | | 0045 402-07433 900.000 Mg | 49.60000 44640.00| 45.00000 40500.00| 49.60000 44640.00 HMA SURFACE, TYPE B | | | 0046 402-07435 1564.000 Mg | 28.66000 44824.24| 36.14000 56522.96| 28.66000 44824.24 HMA INTERMEDIATE, TYPE A | | | 0047 402-07438 1521.000 Mg | 49.60000 75441.60| 45.00000 68445.00| 49.60000 75441.60 HMA INTERMEDIATE, TYPE B | | | 0048 402-07440 1027.000 Mg | 28.94000 29721.38| 33.45000 34353.15| 28.94000 29721.38 HMA BASE, TYPE A | | | 0049 402-07441 5038.000 Mg | 49.60000 249884.80| 45.00000 226710.00| 49.60000 249884.80 HMA BASE, TYPE B | | | 0050 404-05511 5702.000 m2 | 0.99000 5644.98| 2.03000 11575.06| 0.99000 5644.98 SEAL COAT, 2 | | | 0051 405-05517 146.000 Mg | 330.69000 48280.74| 304.17000 44408.82| 330.69000 48280.74 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 406-05520 213.000 Mg | 1.10000 234.30| 160.00000 34080.00| 1.10000 234.30 ASPHALT FOR TACK COAT | | | 0053 601-01626 3.000 EACH| 1400.00000 4200.00| 1400.00000 4200.00| 1400.00000 4200.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0054 601-01740 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0055 601-02625 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED | | | 0056 601-05071 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0057 601-06037 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 500.00000 1500.00 GUARDRAIL END TREATMENT, I | | | 0058 601-06854 9.000 EACH| 1700.00000 15300.00| 1700.00000 15300.00| 1700.00000 15300.00 GUARDRAIL, W-BEAM, NESTED | | | 0059 601-94689 19.000 EACH| 1900.00000 36100.00| 1900.00000 36100.00| 1900.00000 36100.00 GUARDRAIL END TREATMENT, OS | | | 0060 601-97774 3.000 EACH| 900.00000 2700.00| 900.00000 2700.00| 900.00000 2700.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0061 601-99105 1543.100 m | 29.30000 45212.83| 29.30000 45212.83| 29.30000 45212.83 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0062 602-06646 230.000 m | 54.94000 12636.20| 40.26000 9259.80| 54.94000 12636.20 TEMPORARY CONCRETE BARRIER | | | 0063 603-06040 14378.000 m | 10.90000 156720.20| 10.90000 156720.20| 10.50000 150969.00 FENCE, FARM FIELD, 1190 mm | | | 0064 603-06045 1915.000 m | 24.90000 47683.50| 24.90000 47683.50| 22.45000 42991.75 FENCE, CHAIN LINK, 1220 mm | | | 0065 610-07486 1070.000 Mg | 48.94000 52365.80| 61.44000 65740.80| 48.94000 52365.80 HMA FOR APPROACHES, TYPE A | | | 0067 611-06497 28.000 EACH| 110.00000 3080.00| 110.00000 3080.00| 110.00000 3080.00 MAILBOX ASSEMBLY, SINGLE | | | 0068 611-06498 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 MAILBOX ASSEMBLY, DOUBLE | | | 0069 615-06490 82.000 EACH| 100.00000 8200.00| 100.00000 8200.00| 100.00000 8200.00 RIGHT OF WAY MARKER | | | 0070 615-06505 24.000 EACH| 350.00000 8400.00| 350.00000 8400.00| 350.00000 8400.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 615-06510 28.000 EACH| 200.00000 5600.00| 200.00000 5600.00| 200.00000 5600.00 MONUMENT, C | | | 0072 615-06527 10.000 EACH| 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00 MONUMENT, SECTION CORNER | | | 0073 616-02320 2158.000 m2 | 1.86000 4013.88| 2.36000 5092.88| 2.36000 5092.88 GEOTEXTILES | | | 0074 616-06406 2071.000 m2 | 16.25000 33653.75| 25.46000 52727.66| 25.46000 52727.66 RIPRAP, REVETMENT | | | 0075 617-04488 315.000 m2 | 4.89000 1540.35| 6.24000 1965.60| 6.24000 1965.60 GEOGRID, SUBGRADE | | | 0076 621-01004 20.000 EACH| 775.00000 15500.00| 775.00000 15500.00| 775.00000 15500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0077 621-04258 1720.000 kg | 81.00000 139320.00| 81.00000 139320.00| 81.00000 139320.00 SEED MIXTURE W | | | 0078 621-06545 61.000 Mg | 233.00000 14213.00| 233.00000 14213.00| 233.00000 14213.00 FERTILIZER | | | 0079 621-06553 6860.000 kg | 7.98000 54742.80| 7.98000 54742.80| 7.98000 54742.80 SEED MIXTURE, R | | | 0080 621-06565 305.000 Mg | 335.00000 102175.00| 335.00000 102175.00| 335.00000 102175.00 MULCHING MATERIAL | | | 0081 621-06567 1578.000 kL | 0.55000 867.90| 0.55000 867.90| 0.55000 867.90 WATER | | | 0082 621-06575 87585.000 m2 | 2.94000 257499.90| 2.94000 257499.90| 2.94000 257499.90 SODDING, NURSERY | | | 0083 622-52436 16.000 EACH| 25.00000 400.00| 25.00000 400.00| 25.00000 400.00 SIGN, DO NOT MOW OR SPRAY | | | 0084 622-91786 400.000 EACH| 9.50000 3800.00| 9.50000 3800.00| 9.50000 3800.00 SEEDLING | | | 0085 702-51015 185.000 m3 | 340.00000 62900.00| 500.00000 92500.00| 500.00000 92500.00 CONCRETE, B, FOOTINGS | | | 0086 703-51030 15406.000 kg | 1.20000 18487.20| 1.00000 15406.00| 1.00000 15406.00 REINFORCING STEEL | | | 0087 714-26709 73.000 m | 1189.72000 86849.56| 1583.61000 115603.53| 1583.61000 115603.53 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0088 714-26714 64.000 m | 1512.49000 96799.36| 1687.46000 107997.44| 1687.46000 107997.44 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2400 mm | | | 0089 714-26726 57.500 m | 2995.03000 172214.23| 2892.02000 166291.15| 2892.02000 166291.15 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 714-99348 41.500 m | 614.68000 25509.22| 895.50000 37163.25| 895.50000 37163.25 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0091 715-02246 1.000 EACH| 1070.00000 1070.00| 1053.57000 1053.57| 1053.57000 1053.57 PIPE END SECTION, 1200 mm | | | 0092 715-02397 1.000 EACH| 1435.00000 1435.00| 1441.47000 1441.47| 1441.47000 1441.47 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0093 715-03475 18.000 EACH| 565.00000 10170.00| 285.89000 5146.02| 285.89000 5146.02 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0094 715-03476 8.000 EACH| 770.00000 6160.00| 454.44000 3635.52| 454.44000 3635.52 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0095 715-03584 5.000 EACH| 665.00000 3325.00| 472.28000 2361.40| 472.28000 2361.40 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0096 715-04611 6.000 EACH| 550.00000 3300.00| 249.14000 1494.84| 249.14000 1494.84 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0098 715-04798 1.000 EACH| 725.00000 725.00| 711.57000 711.57| 711.57000 711.57 SAFETY METAL END SECTION, 4:1, 525 mm | | | 0099 715-04830 2.000 EACH| 3370.00000 6740.00| 2791.31000 5582.62| 2791.31000 5582.62 GRATED BOX END SECTION II, 4:1, 525 mm | | | 0100 715-05019 116.000 m | 213.00000 24708.00| 112.21000 13016.36| 112.21000 13016.36 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0102 715-05048 27044.000 m | 9.10000 246100.40| 6.56000 177408.64| 6.56000 177408.64 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0103 715-05052 75.000 m | 52.00000 3900.00| 43.76000 3282.00| 43.76000 3282.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0104 715-05053 3167.000 m | 45.00000 142515.00| 30.00000 95010.00| 30.00000 95010.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0105 715-05115 269.000 m | 73.00000 19637.00| 23.31000 6270.39| 23.31000 6270.39 PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0106 715-05116 270.000 m | 128.00000 34560.00| 27.30000 7371.00| 27.30000 7371.00 PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0107 715-05117 236.000 m | 133.00000 31388.00| 31.81000 7507.16| 31.81000 7507.16 PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0108 715-05119 511.000 m | 140.07000 71575.77| 64.99000 33209.89| 64.99000 33209.89 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0109 715-05122 14.000 m | 232.00000 3248.00| 64.38000 901.32| 64.38000 901.32 PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0110 715-05123 38.000 m | 240.00000 9120.00| 85.25000 3239.50| 85.25000 3239.50 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0111 715-05128 140.000 m | 242.00000 33880.00| 272.17000 38103.80| 272.17000 38103.80 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 715-05146 27.000 m | 62.00000 1674.00| 22.43000 605.61| 22.43000 605.61 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0113 715-05149 37.000 m | 112.00000 4144.00| 39.54000 1462.98| 39.54000 1462.98 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0114 715-05151 526.000 m | 156.00000 82056.00| 60.21000 31670.46| 60.21000 31670.46 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0115 715-05152 8.000 m | 147.00000 1176.00| 59.84000 478.72| 59.84000 478.72 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0116 715-05154 462.000 m | 157.00000 72534.00| 141.64000 65437.68| 141.64000 65437.68 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0117 715-05161 241.000 m | 257.00000 61937.00| 262.01000 63144.41| 262.01000 63144.41 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0118 715-05168 71.000 m | 186.00000 13206.00| 71.46000 5073.66| 71.46000 5073.66 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0119 715-05169 247.000 m | 107.00000 26429.00| 65.18000 16099.46| 65.18000 16099.46 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0120 715-05171 59.000 m | 112.00000 6608.00| 81.49000 4807.91| 81.49000 4807.91 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0121 715-05172 7.000 m | 127.43000 892.01| 123.66000 865.62| 123.66000 865.62 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0122 715-05173 104.000 m | 125.00000 13000.00| 117.00000 12168.00| 117.00000 12168.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0123 715-05177 12.000 m | 167.00000 2004.00| 134.73000 1616.76| 134.73000 1616.76 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0124 715-05203 221.000 m | 97.00000 21437.00| 19.53000 4316.13| 19.53000 4316.13 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0132 715-06004 4.000 EACH| 640.00000 2560.00| 2392.83000 9571.32| 2392.83000 9571.32 CONCRETE ANCHOR, 1200 mm | | | 0133 715-06177 2.000 EACH| 2550.00000 5100.00| 2142.85000 4285.70| 2142.85000 4285.70 SAFETY METAL END SECTION, 6:1, 0.83 m2 | | | 0135 715-06821 5.000 EACH| 1050.00000 5250.00| 619.37000 3096.85| 619.37000 3096.85 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.27 m2 | | | 0136 715-06822 1.000 EACH| 1430.00000 1430.00| 1137.85000 1137.85| 1137.85000 1137.85 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.42 m2 | | | 0138 715-07252 29.000 EACH| 1630.00000 47270.00| 1777.85000 51557.65| 1777.85000 51557.65 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.83 m2 | | | 0139 715-07613 956.000 m | 46.00000 43976.00| 25.12000 24014.72| 25.12000 24014.72 PIPE, TYPE 1, CIRCULAR, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 715-26730 2.000 EACH| 3370.00000 6740.00| 3010.36000 6020.72| 3010.36000 6020.72 GRATED BOX END SECTION, II, 4:1, 600 mm | | | 0142 715-26754 2.000 EACH| 8630.00000 17260.00| 6125.36000 12250.72| 6125.36000 12250.72 GRATED BOX END SECTION, II, 6:1, 1225 | | | mm x 825 mm | | | 0143 715-26814 1.000 EACH| 5160.00000 5160.00| 3415.36000 3415.36| 3415.36000 3415.36 GRATED BOX END SECTION, I, 3:1, 1050 mm | | | x 725 mm | | | 0144 715-44240 111.000 m3 | 590.00000 65490.00| 475.00000 52725.00| 475.00000 52725.00 CONCRETE, A, STRUCTURES | | | 0145 715-46000 8.000 EACH| 415.00000 3320.00| 137.14000 1097.12| 137.14000 1097.12 PIPE END SECTION, 300 mm | | | 0146 715-46005 36.000 EACH| 415.00000 14940.00| 114.28000 4114.08| 114.28000 4114.08 PIPE END SECTION, 375 mm | | | 0147 715-46010 6.000 EACH| 444.00000 2664.00| 162.14000 972.84| 162.14000 972.84 PIPE END SECTION, 450 mm | | | 0148 715-46015 1.000 EACH| 473.00000 473.00| 266.28000 266.28| 266.28000 266.28 PIPE END SECTION, 525 mm | | | 0149 715-46020 8.000 EACH| 361.00000 2888.00| 273.28000 2186.24| 273.28000 2186.24 PIPE END SECTION, 600 mm | | | 0150 715-46040 2.000 EACH| 685.00000 1370.00| 618.57000 1237.14| 618.57000 1237.14 PIPE END SECTION, 900 mm | | | 0151 715-97559 4.000 EACH| 3240.00000 12960.00| 3080.36000 12321.44| 3080.36000 12321.44 GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0153 715-97686 10.000 EACH| 3880.00000 38800.00| 3650.36000 36503.60| 3650.36000 36503.60 GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0154 715-97691 1.000 EACH| 4595.00000 4595.00| 4230.36000 4230.36| 4230.36000 4230.36 GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0156 715-98020 5.000 EACH| 656.00000 3280.00| 261.28000 1306.40| 261.28000 1306.40 PIPE END SECTION, 700 mm X 500 mm | | | 0157 715-98974 4.000 EACH| 7975.00000 31900.00| 5850.36000 23401.44| 5850.36000 23401.44 GRATED BOX END SECTION, II, 6:1, 900 mm | | | 0158 715-98976 2.000 EACH| 4345.00000 8690.00| 2660.36000 5320.72| 2660.36000 5320.72 GRATED BOX END SECTION, II, 6:1, 600 mm | | | 0159 718-06529 171.000 EACH| 425.00000 72675.00| 450.00000 76950.00| 450.00000 76950.00 OUTLET PROTECTOR, 2 | | | 0160 718-06532 3000.000 m | 3.00000 9000.00| 3.00000 9000.00| 3.00000 9000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0161 718-52610 5411.000 m3 | 25.00000 135275.00| 44.00000 238084.00| 44.00000 238084.00 AGGREGATE FOR UNDERDRAINS | | | 0162 718-99153 48959.000 m2 | 0.36000 17625.24| 0.75000 36719.25| 0.75000 36719.25 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 720-44000 4.000 EACH| 460.00000 1840.00| 297.37000 1189.48| 297.37000 1189.48 CASTING, ADJUST TO GRADE | | | 0164 720-45005 1.000 EACH| 1027.00000 1027.00| 1124.35000 1124.35| 1124.35000 1124.35 INLET, A2 | | | 0165 720-45035 3.000 EACH| 1000.00000 3000.00| 1003.60000 3010.80| 1003.60000 3010.80 INLET, F7 | | | 0166 720-45065 16.000 EACH| 2620.00000 41920.00| 2452.60000 39241.60| 2452.60000 39241.60 INLET, N12 | | | 0167 720-45275 5.000 EACH| 795.00000 3975.00| 893.07000 4465.35| 893.07000 4465.35 PIPE CATCH BASIN, 600 mm | | | 0168 720-45410 10.000 EACH| 1830.00000 18300.00| 1458.13000 14581.30| 1458.13000 14581.30 MANHOLE, C4 | | | 0169 720-45510 6.000 EACH| 3040.00000 18240.00| 2497.63000 14985.78| 2497.63000 14985.78 MANHOLE, C4, MODIFIED | | | 0170 720-90984 1.000 EACH| 1830.00000 1830.00| 1641.88000 1641.88| 1641.88000 1641.88 MANHOLE, C2 | | | 0171 720-93501 2.000 EACH| 4570.00000 9140.00| 7954.07000 15908.14| 7954.07000 15908.14 MANHOLE, L4 | | | 0172 720-95422 1.000 EACH| 2500.00000 2500.00| 2084.42000 2084.42| 2084.42000 2084.42 MANHOLE, J4 | | | 0173 723-06660 91.000 m2 | 520.64000 47378.24| 364.22000 33144.02| 364.22000 33144.02 WINGWALL | | | 0174 723-07123 39.200 m | 3193.44000 125182.85| 3263.11000 127913.91| 3263.11000 127913.91 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 4100 mm | | | 0175 723-07124 32.900 m | 2127.50000 69994.75| 2099.73000 69081.12| 2099.73000 69081.12 STRUCTURE, PRECAST THREE-SIDED, 3660 mm | | | X 1830 mm | | | 0176 801-01504 11.000 EACH| 100.00000 1100.00| 120.00000 1320.00| 100.00000 1100.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0177 801-04308 21.000 EACH| 455.00000 9555.00| 425.00000 8925.00| 455.00000 9555.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0178 801-06203 69012.000 m | 0.15000 10351.80| 0.28000 19323.36| 0.15000 10351.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0179 801-06207 2796.000 m | 3.28000 9170.88| 3.04000 8499.84| 3.28000 9170.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0180 801-06216 197.000 m | 6.60000 1300.20| 7.50000 1477.50| 6.60000 1300.20 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 801-06577 72.000 m | 17.55000 1263.60| 15.81000 1138.32| 17.55000 1263.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0182 801-06586 620.000 m | 0.01000 6.20| 2.50000 1550.00| 0.01000 6.20 TEMPORARY PAVEMENT MARKING, 200 mm | | | 0183 801-06625 44.000 EACH| 170.00000 7480.00| 175.00000 7700.00| 170.00000 7480.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0184 801-06640 139.000 EACH| 295.00000 41005.00| 285.00000 39615.00| 295.00000 41005.00 CONSTRUCTION SIGN, A | | | 0185 801-06645 11.000 EACH| 50.00000 550.00| 75.00000 825.00| 50.00000 550.00 CONSTRUCTION SIGN, B | | | 0186 801-06710 180.000 DAY | 25.00000 4500.00| 22.00000 3960.00| 25.00000 4500.00 FLASHING ARROW SIGN | | | 0187 801-06775 LUMP| 88000.00000 88000.00| 90600.00000 90600.00| 187375.00000 187375.00 MAINTAINING TRAFFIC | | | 0188 801-07118 93.000 m | 45.00000 4185.00| 63.00000 5859.00| 42.00000 3906.00 BARRICADE, III-A | | | 0189 801-07119 201.000 m | 55.00000 11055.00| 63.00000 12663.00| 55.00000 11055.00 BARRICADE, III-B | | | 0190 801-53072 LUMP| 104000.00000 104000.00| 95000.00000 95000.00| 67330.00000 67330.00 TEMPORARY TRAFFIC SIGNAL WITH CAMERA | | | DETECTION | | | 0191 802-05694 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| 2750.00000 5500.00 OVERHEAD SIGN STRUCTURE FOUNDATION FOR | | | TRI-CHORD | | | 0192 802-05694 1.000 EACH| 17000.00000 17000.00| 17000.00000 17000.00| 19200.00000 19200.00 OVERHEAD SIGN STRUCTURE TRICHORD | | | 0193 802-05701 450.000 m | 25.00000 11250.00| 25.00000 11250.00| 22.60000 10170.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0194 802-05702 118.000 m | 31.00000 3658.00| 31.00000 3658.00| 15.10000 1781.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0195 802-05706 7.100 m | 37.00000 262.70| 37.00000 262.70| 32.80000 232.88 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0196 802-76015 2.400 m2 | 170.00000 408.00| 170.00000 408.00| 257.10000 617.04 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0197 802-76025 35.000 m2 | 120.00000 4200.00| 120.00000 4200.00| 110.30000 3860.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0198 802-76035 111.500 m2 | 130.00000 14495.00| 130.00000 14495.00| 111.60000 12443.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0199 802-76045 6.500 m2 | 140.00000 910.00| 140.00000 910.00| 151.10000 982.15 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0200 803-02310 466.000 kg | 2.10000 978.60| 2.10000 978.60| 4.00000 1864.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0201 803-06031 14.000 m3 | 475.00000 6650.00| 475.00000 6650.00| 510.00000 7140.00 SIGN FOUNDATIONS, CONCRETE | | | 0202 803-76125 3.000 EACH| 3900.00000 11700.00| 3900.00000 11700.00| 6800.00000 20400.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0203 804-06771 385.000 EACH| 16.00000 6160.00| 20.90000 8046.50| 20.00000 7700.00 DELINEATOR POST, FLEXIBLE | | | 0204 805-01842 14.000 EACH| 550.00000 7700.00| 550.00000 7700.00| 680.00000 9520.00 HANDHOLE, SIGNAL | | | 0205 805-06592 704.000 m | 26.00000 18304.00| 26.00000 18304.00| 23.60000 16614.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0206 805-78106 1.000 EACH| 7900.00000 7900.00| 7900.00000 7900.00| 8780.00000 8780.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0207 805-78205 8.000 EACH| 541.00000 4328.00| 541.00000 4328.00| 510.00000 4080.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0208 805-78230 2.000 EACH| 880.00000 1760.00| 880.00000 1760.00| 910.00000 1820.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0209 805-78415 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1400.00000 2800.00 SPAN, CATENARY, AND TETHER | | | 0210 805-78420 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 220.00000 880.00 DISCONNECT HANGER | | | 0211 805-78445 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 400.00000 400.00 SIGNAL SERVICE | | | 0212 805-78467 17.000 m | 4.50000 76.50| 4.50000 76.50| 4.10000 69.70 SIGNAL CABLE, 3C 8GA. | | | 0213 805-78470 1000.000 m | 0.70000 700.00| 0.70000 700.00| 0.30000 300.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0214 805-78485 343.000 m | 2.50000 857.50| 2.50000 857.50| 2.60000 891.80 SIGNAL CABLE, 5C 14GA. | | | 0215 805-78490 135.000 m | 2.95000 398.25| 2.95000 398.25| 2.80000 378.00 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0216 805-78510 2000.000 m | 2.30000 4600.00| 2.30000 4600.00| 2.50000 5000.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0217 805-78785 10.000 EACH| 450.00000 4500.00| 450.00000 4500.00| 370.00000 3700.00 SIGNAL DETECTOR HOUSING | | | 0218 805-78795 310.000 m | 22.00000 6820.00| 22.00000 6820.00| 24.00000 7440.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0219 805-78906 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1850.00000 7400.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0220 805-78925 1.000 EACH| 540.00000 540.00| 540.00000 540.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0221 805-81060 4.000 EACH| 2800.00000 11200.00| 2800.00000 11200.00| 2800.00000 11200.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0222 805-92504 10.000 EACH| 220.00000 2200.00| 220.00000 2200.00| 300.00000 3000.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0223 808-06701 2217.000 m | 0.76000 1684.92| 0.76000 1684.92| 0.76000 1684.92 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0224 808-06703 23349.000 m | 0.76000 17745.24| 0.76000 17745.24| 0.76000 17745.24 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0225 808-06705 276.000 m | 3.00000 828.00| 3.00000 828.00| 3.00000 828.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0226 808-06716 1860.000 m | 0.98000 1822.80| 1.60000 2976.00| 3.40000 6324.00 LINE, REMOVE | | | 0227 808-75215 1235.000 m | 4.50000 5557.50| 4.50000 5557.50| 4.50000 5557.50 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0228 808-75240 583.000 m | 0.76000 443.08| 0.76000 443.08| 0.76000 443.08 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0229 808-75245 17132.000 m | 0.76000 13020.32| 0.76000 13020.32| 0.76000 13020.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0230 808-75272 28.000 m | 9.00000 252.00| 9.00000 252.00| 9.00000 252.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0231 808-75278 82.000 m | 4.50000 369.00| 4.50000 369.00| 4.50000 369.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0232 808-75290 299.000 m | 9.00000 2691.00| 9.00000 2691.00| 9.00000 2691.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0233 808-75297 197.000 m | 9.00000 1773.00| 9.00000 1773.00| 9.00000 1773.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0234 808-75320 84.000 EACH| 46.00000 3864.00| 46.00000 3864.00| 46.00000 3864.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0235 808-75325 65.000 EACH| 65.00000 4225.00| 65.00000 4225.00| 65.00000 4225.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0236 808-75996 50.000 EACH| 2.80000 140.00| 3.47000 173.50| 2.80000 140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0237 808-75998 1200.000 EACH| 19.75000 23700.00| 19.75000 23700.00| 18.00000 21600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0238 808-92027 2335.000 m | 3.00000 7005.00| 3.00000 7005.00| 3.00000 7005.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0239 621-06557 2035.000 kg | 3.95000 8038.25| 3.96000 8058.60| 3.96000 8058.60 SEED MIXTURE, T | | | 0240 611-03392 5.000 EACH| 14300.00000 71500.00| 24050.81000 120254.05| 26000.00000 130000.00 TEMPORARY CROSSOVER, A MODIFIED | | | 0241 715-04629 7.000 EACH| 1115.00000 7805.00| 743.57000 5204.99| 743.57000 5204.99 PIPE END SECTION, 1240 mm X 840 mm | | | 0242 715-04224 1.000 EACH| 1800.00000 1800.00| 454.44000 454.44| 454.44000 454.44 SAFETY METAL END SECTION, 4:1, 0.15 m2 | | | 0243 715-05228 36.000 m | 250.00000 9000.00| 92.83000 3341.88| 92.83000 3341.88 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0244 715-05365 47.000 m | 305.00000 14335.00| 95.67000 4496.49| 95.67000 4496.49 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0245 715-05368 12.000 m | 550.00000 6600.00| 110.19000 1322.28| 110.19000 1322.28 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0246 715-05238 179.000 m | 151.00000 27029.00| 148.45000 26572.55| 148.45000 26572.55 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0247 715-05242 78.000 m | 184.00000 14352.00| 156.71000 12223.38| 156.71000 12223.38 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0248 715-05246 60.000 m | 275.00000 16500.00| 275.55000 16533.00| 275.55000 16533.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.37 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4456871 |(2) 35-1139301 |(3) 35-1065659 |MILLER BROS. CONSTR., INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0249 715-05374 225.000 m | 203.00000 45675.00| 168.83000 37986.75| 168.83000 37986.75 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0250 715-05840 2.000 EACH| 1030.00000 2060.00| 4273.17000 8546.34| 4273.17000 8546.34 CONCRETE ANCHOR, MIN. AREA 1.37 m2 | | | 0251 715-46095 5.000 EACH| 885.00000 4425.00| 618.57000 3092.85| 618.57000 3092.85 PIPE END SECTION, MIN. AREA .60 m2 | | | 0252 105-06904 4.000 EACH| 175.00000 700.00| 100.00000 400.00| 100.00000 400.00 PHONE(SUPERVISOR) | | | 0253 105-06906 100.000 MOS | 75.00000 7500.00| 100.00000 10000.00| 50.00000 5000.00 CELLULAR SERVICE(SUPERVISOR) | | | 0254 202-02241 1100.000 m | 9.30000 10230.00| 9.30000 10230.00| 9.30000 10230.00 GUARDRAIL, REMOVE | | | 0255 715-05118 219.000 m | 74.00000 16206.00| 64.48000 14121.12| 64.48000 14121.12 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0256 715-05125 14.000 m | 120.00000 1680.00| 177.17000 2480.38| 177.17000 2480.38 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0257 715-97607 1.000 EACH| 890.00000 890.00| 359.28000 359.28| 359.28000 359.28 PIPE END SECTION, MIN. AREA .42 m2 | | | SECTION TOTALS | $ 14,966,486.07| $ 15,210,188.39| $ 15,248,853.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,966,486.07| $ 15,210,188.39| $ 15,248,853.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION AND ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 200000.00000 200000.00| 190000.00000 190000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 27.000 MOS | 2000.00000 54000.00| 3000.00000 81000.00| FIELD OFFICE, B | | | 0003 108-01614 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 900000.00000 900000.00| 1316000.00000 1316000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 500000.00000 500000.00| 675000.00000 675000.00| CLEARING RIGHT OF WAY | | | 0006 202-03000 LUMP| 15000.00000 15000.00| 9000.00000 9000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0007 202-03000 LUMP| 15000.00000 15000.00| 9000.00000 9000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 21 | | | 0008 202-03000 LUMP| 15000.00000 15000.00| 9000.00000 9000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0009 202-03000 LUMP| 15000.00000 15000.00| 9000.00000 9000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0010 202-03000 LUMP| 15000.00000 15000.00| 2200.00000 2200.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43SA | | | 0011 202-60820 6590.000 m2 | 2.00000 13180.00| 2.25000 14827.50| SURFACE MILLING, ASPHALT | | | 0012 202-74080 1.000 EACH| 700.00000 700.00| 675.00000 675.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0013 202-78515 LUMP| 1700.00000 1700.00| 1600.00000 1600.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-99626 1.000 EACH| 800.00000 800.00| 370.00000 370.00| FOUNDATION FOR SIGNING, REMOVE | | | 0015 203-02000 224200.000 m3 | 15.00000 3363000.00| 6.48000 1452816.00| EXCAVATION, COMMON | | | 0016 203-02070 214600.000 m3 | 7.00000 1502200.00| 5.30000 1137380.00| BORROW | | | 0017 205-06930 2.400 Mg | 100.00000 240.00| 40.00000 96.00| SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-06931 1091.000 Mg | 26.00000 28366.00| 20.00000 21820.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06932 641.000 m | 21.00000 13461.00| 21.00000 13461.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06933 39.000 EACH| 50.00000 1950.00| 53.00000 2067.00| TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06936 2027.000 Mg | 25.00000 50675.00| 10.00000 20270.00| TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 2185.000 m | 4.50000 9832.50| 4.60000 10051.00| TEMPORARY SILT FENCE | | | 0023 205-06938 30.000 m | 50.00000 1500.00| 50.00000 1500.00| TEMPORARY SLOPE DRAIN | | | 0024 207-07498 53620.000 m2 | 4.00000 214480.00| 3.70000 198394.00| SUBGRADE TREATMENT, TYPE A | | | 0025 207-07500 7250.000 m2 | 4.00000 29000.00| 3.70000 26825.00| SUBGRADE TREATMENT, TYPE C | | | 0026 207-07502 4305.000 m2 | 3.00000 12915.00| 2.60000 11193.00| SUBGRADE TREATMENT, TYPE D | | | 0027 207-07503 1750.000 m2 | 2.00000 3500.00| 5.90000 10325.00| SUBGRADE TREATMENT, TYPE E | | | 0028 211-07454 15828.000 m3 | 28.00000 443184.00| 20.30000 321308.40| STRUCTURE BACKFILL | | | 0029 301-07448 40907.000 Mg | 17.00000 695419.00| 17.00000 695419.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-01180 4125.000 Mg | 17.00000 70125.00| 19.00000 78375.00| COMPACTED AGGREGATE, NO. 53 | | | 0031 303-04075 269.000 Mg | 17.00000 4573.00| 39.00000 10491.00| COMPACTED AGGREGATE, O, 73 | | | 0032 304-07490 144.000 Mg | 56.00000 8064.00| 78.00000 11232.00| HMA PATCHING, TYPE B | | | 0033 401-05467 28720.000 m | 0.30000 8616.00| 0.60000 17232.00| MILLED HMA CORRUGATIONS | | | 0034 401-06264 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0035 401-07327 602.000 Mg | 42.00000 25284.00| 70.00000 42140.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 m --SMA | | | 0036 401-07328 19808.000 Mg | 34.00000 673472.00| 51.00000 1010208.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm --SMA | | | 0037 401-07334 1214.000 Mg | 38.00000 46132.00| 56.00000 67984.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0038 401-07397 1017.000 Mg | 31.00000 31527.00| 52.00000 52884.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 401-07398 25693.000 Mg | 25.00000 642325.00| 40.00000 1027720.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0040 401-07403 2051.000 Mg | 32.00000 65632.00| 46.00000 94346.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0041 401-07407 4022.000 Mg | 25.00000 100550.00| 36.00000 144792.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0042 401-07424 105376.000 Mg | 27.00000 2845152.00| 37.25000 3925256.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0043 401-07429 39469.000 Mg | 28.00000 1105132.00| 36.00000 1420884.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0044 402-07432 425.000 Mg | 36.00000 15300.00| 54.00000 22950.00| HMA SURFACE, TYPE A | | | 0045 402-07433 900.000 Mg | 50.00000 45000.00| 56.00000 50400.00| HMA SURFACE, TYPE B | | | 0046 402-07435 1564.000 Mg | 30.00000 46920.00| 40.00000 62560.00| HMA INTERMEDIATE, TYPE A | | | 0047 402-07438 1521.000 Mg | 50.00000 76050.00| 45.00000 68445.00| HMA INTERMEDIATE, TYPE B | | | 0048 402-07440 1027.000 Mg | 30.00000 30810.00| 43.00000 44161.00| HMA BASE, TYPE A | | | 0049 402-07441 5038.000 Mg | 50.00000 251900.00| 38.00000 191444.00| HMA BASE, TYPE B | | | 0050 404-05511 5702.000 m2 | 1.00000 5702.00| 2.00000 11404.00| SEAL COAT, 2 | | | 0051 405-05517 146.000 Mg | 350.00000 51100.00| 365.00000 53290.00| ASPHALT FOR PRIME COAT | | | 0052 406-05520 213.000 Mg | 1.20000 255.60| 200.00000 42600.00| ASPHALT FOR TACK COAT | | | 0053 601-01626 3.000 EACH| 1400.00000 4200.00| 1450.00000 4350.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0054 601-01740 1.000 EACH| 1800.00000 1800.00| 1900.00000 1900.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0055 601-02625 1.000 EACH| 1400.00000 1400.00| 1500.00000 1500.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED | | | 0056 601-05071 1.000 EACH| 1800.00000 1800.00| 1900.00000 1900.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0057 601-06037 3.000 EACH| 500.00000 1500.00| 530.00000 1590.00| GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 601-06854 9.000 EACH| 1700.00000 15300.00| 1800.00000 16200.00| GUARDRAIL, W-BEAM, NESTED | | | 0059 601-94689 19.000 EACH| 1900.00000 36100.00| 2000.00000 38000.00| GUARDRAIL END TREATMENT, OS | | | 0060 601-97774 3.000 EACH| 900.00000 2700.00| 950.00000 2850.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0061 601-99105 1543.100 m | 30.00000 46293.00| 31.00000 47836.10| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0062 602-06646 230.000 m | 55.00000 12650.00| 135.00000 31050.00| TEMPORARY CONCRETE BARRIER | | | 0063 603-06040 14378.000 m | 11.00000 158158.00| 11.60000 166784.80| FENCE, FARM FIELD, 1190 mm | | | 0064 603-06045 1915.000 m | 23.00000 44045.00| 26.50000 50747.50| FENCE, CHAIN LINK, 1220 mm | | | 0065 610-07486 1070.000 Mg | 55.00000 58850.00| 76.00000 81320.00| HMA FOR APPROACHES, TYPE A | | | 0067 611-06497 28.000 EACH| 110.00000 3080.00| 115.00000 3220.00| MAILBOX ASSEMBLY, SINGLE | | | 0068 611-06498 2.000 EACH| 150.00000 300.00| 160.00000 320.00| MAILBOX ASSEMBLY, DOUBLE | | | 0069 615-06490 82.000 EACH| 100.00000 8200.00| 105.00000 8610.00| RIGHT OF WAY MARKER | | | 0070 615-06505 24.000 EACH| 350.00000 8400.00| 375.00000 9000.00| MONUMENT, B | | | 0071 615-06510 28.000 EACH| 200.00000 5600.00| 210.00000 5880.00| MONUMENT, C | | | 0072 615-06527 10.000 EACH| 200.00000 2000.00| 210.00000 2100.00| MONUMENT, SECTION CORNER | | | 0073 616-02320 2158.000 m2 | 1.50000 3237.00| 1.70000 3668.60| GEOTEXTILES | | | 0074 616-06406 2071.000 m2 | 19.00000 39349.00| 26.00000 53846.00| RIPRAP, REVETMENT | | | 0075 617-04488 315.000 m2 | 4.00000 1260.00| 5.15000 1622.25| GEOGRID, SUBGRADE | | | 0076 621-01004 20.000 EACH| 800.00000 16000.00| 775.00000 15500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0077 621-04258 1720.000 kg | 81.00000 139320.00| 85.00000 146200.00| SEED MIXTURE W | | | 0078 621-06545 61.000 Mg | 233.00000 14213.00| 250.00000 15250.00| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 621-06553 6860.000 kg | 8.00000 54880.00| 8.50000 58310.00| SEED MIXTURE, R | | | 0080 621-06565 305.000 Mg | 335.00000 102175.00| 350.00000 106750.00| MULCHING MATERIAL | | | 0081 621-06567 1578.000 kL | 0.60000 946.80| 1.00000 1578.00| WATER | | | 0082 621-06575 87585.000 m2 | 3.00000 262755.00| 3.00000 262755.00| SODDING, NURSERY | | | 0083 622-52436 16.000 EACH| 25.00000 400.00| 25.00000 400.00| SIGN, DO NOT MOW OR SPRAY | | | 0084 622-91786 400.000 EACH| 10.00000 4000.00| 10.25000 4100.00| SEEDLING | | | 0085 702-51015 185.000 m3 | 340.00000 62900.00| 870.00000 160950.00| CONCRETE, B, FOOTINGS | | | 0086 703-51030 15406.000 kg | 1.25000 19257.50| 1.25000 19257.50| REINFORCING STEEL | | | 0087 714-26709 73.000 m | 1200.00000 87600.00| 1240.00000 90520.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0088 714-26714 64.000 m | 1400.00000 89600.00| 1470.00000 94080.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2400 mm | | | 0089 714-26726 57.500 m | 2500.00000 143750.00| 2608.00000 149960.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0090 714-99348 41.500 m | 900.00000 37350.00| 788.00000 32702.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0091 715-02246 1.000 EACH| 1200.00000 1200.00| 1600.00000 1600.00| PIPE END SECTION, 1200 mm | | | 0092 715-02397 1.000 EACH| 1700.00000 1700.00| 1400.00000 1400.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0093 715-03475 18.000 EACH| 253.00000 4554.00| 500.00000 9000.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0094 715-03476 8.000 EACH| 600.00000 4800.00| 750.00000 6000.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0095 715-03584 5.000 EACH| 530.00000 2650.00| 600.00000 3000.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0096 715-04611 6.000 EACH| 300.00000 1800.00| 900.00000 5400.00| SAFETY METAL END SECTION, 4:1, 300 mm | | | 0098 715-04798 1.000 EACH| 600.00000 600.00| 750.00000 750.00| SAFETY METAL END SECTION, 4:1, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 715-04830 2.000 EACH| 3500.00000 7000.00| 7500.00000 15000.00| GRATED BOX END SECTION II, 4:1, 525 mm | | | 0100 715-05019 116.000 m | 135.00000 15660.00| 185.00000 21460.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0102 715-05048 27044.000 m | 11.00000 297484.00| 7.95000 214999.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0103 715-05052 75.000 m | 37.00000 2775.00| 88.00000 6600.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0104 715-05053 3167.000 m | 21.00000 66507.00| 35.00000 110845.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0105 715-05115 269.000 m | 48.00000 12912.00| 70.00000 18830.00| PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0106 715-05116 270.000 m | 50.00000 13500.00| 75.00000 20250.00| PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0107 715-05117 236.000 m | 62.00000 14632.00| 78.00000 18408.00| PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0108 715-05119 511.000 m | 81.00000 41391.00| 97.00000 49567.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0109 715-05122 14.000 m | 102.00000 1428.00| 160.00000 2240.00| PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0110 715-05123 38.000 m | 108.00000 4104.00| 133.00000 5054.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0111 715-05128 140.000 m | 165.00000 23100.00| 240.00000 33600.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0112 715-05146 27.000 m | 37.00000 999.00| 87.00000 2349.00| PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0113 715-05149 37.000 m | 62.00000 2294.00| 88.00000 3256.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0114 715-05151 526.000 m | 76.00000 39976.00| 97.00000 51022.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0115 715-05152 8.000 m | 102.00000 816.00| 150.00000 1200.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0116 715-05154 462.000 m | 103.00000 47586.00| 122.00000 56364.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0117 715-05161 241.000 m | 165.00000 39765.00| 240.00000 57840.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0118 715-05168 71.000 m | 70.00000 4970.00| 88.00000 6248.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0119 715-05169 247.000 m | 78.00000 19266.00| 97.00000 23959.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0120 715-05171 59.000 m | 81.00000 4779.00| 106.00000 6254.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 715-05172 7.000 m | 102.00000 714.00| 200.00000 1400.00| PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0122 715-05173 104.000 m | 106.00000 11024.00| 122.00000 12688.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0123 715-05177 12.000 m | 162.00000 1944.00| 255.00000 3060.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0124 715-05203 221.000 m | 29.00000 6409.00| 72.00000 15912.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0132 715-06004 4.000 EACH| 1000.00000 4000.00| 1085.00000 4340.00| CONCRETE ANCHOR, 1200 mm | | | 0133 715-06177 2.000 EACH| 2400.00000 4800.00| 2080.00000 4160.00| SAFETY METAL END SECTION, 6:1, 0.83 m2 | | | 0135 715-06821 5.000 EACH| 665.00000 3325.00| 985.00000 4925.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.27 m2 | | | 0136 715-06822 1.000 EACH| 665.00000 665.00| 1500.00000 1500.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.42 m2 | | | 0138 715-07252 29.000 EACH| 1800.00000 52200.00| 1680.00000 48720.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.83 m2 | | | 0139 715-07613 956.000 m | 14.00000 13384.00| 45.00000 43020.00| PIPE, TYPE 1, CIRCULAR, 100 mm | | | 0141 715-26730 2.000 EACH| 4000.00000 8000.00| 4180.00000 8360.00| GRATED BOX END SECTION, II, 4:1, 600 mm | | | 0142 715-26754 2.000 EACH| 9000.00000 18000.00| 7970.00000 15940.00| GRATED BOX END SECTION, II, 6:1, 1225 | | | mm x 825 mm | | | 0143 715-26814 1.000 EACH| 6000.00000 6000.00| 6980.00000 6980.00| GRATED BOX END SECTION, I, 3:1, 1050 mm | | | x 725 mm | | | 0144 715-44240 111.000 m3 | 600.00000 66600.00| 1550.00000 172050.00| CONCRETE, A, STRUCTURES | | | 0145 715-46000 8.000 EACH| 235.00000 1880.00| 280.00000 2240.00| PIPE END SECTION, 300 mm | | | 0146 715-46005 36.000 EACH| 245.00000 8820.00| 295.00000 10620.00| PIPE END SECTION, 375 mm | | | 0147 715-46010 6.000 EACH| 262.00000 1572.00| 350.00000 2100.00| PIPE END SECTION, 450 mm | | | 0148 715-46015 1.000 EACH| 475.00000 475.00| 500.00000 500.00| PIPE END SECTION, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 715-46020 8.000 EACH| 300.00000 2400.00| 575.00000 4600.00| PIPE END SECTION, 600 mm | | | 0150 715-46040 2.000 EACH| 500.00000 1000.00| 900.00000 1800.00| PIPE END SECTION, 900 mm | | | 0151 715-97559 4.000 EACH| 3200.00000 12800.00| 3600.00000 14400.00| GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0153 715-97686 10.000 EACH| 4200.00000 42000.00| 4500.00000 45000.00| GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0154 715-97691 1.000 EACH| 5300.00000 5300.00| 3900.00000 3900.00| GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0156 715-98020 5.000 EACH| 305.00000 1525.00| 450.00000 2250.00| PIPE END SECTION, 700 mm X 500 mm | | | 0157 715-98974 4.000 EACH| 8000.00000 32000.00| 7600.00000 30400.00| GRATED BOX END SECTION, II, 6:1, 900 mm | | | 0158 715-98976 2.000 EACH| 5000.00000 10000.00| 5300.00000 10600.00| GRATED BOX END SECTION, II, 6:1, 600 mm | | | 0159 718-06529 171.000 EACH| 360.00000 61560.00| 470.00000 80370.00| OUTLET PROTECTOR, 2 | | | 0160 718-06532 3000.000 m | 3.00000 9000.00| 1.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0161 718-52610 5411.000 m3 | 28.00000 151508.00| 25.70000 139062.70| AGGREGATE FOR UNDERDRAINS | | | 0162 718-99153 48959.000 m2 | 1.00000 48959.00| 0.80000 39167.20| GEOTEXTILES FOR UNDERDRAIN | | | 0163 720-44000 4.000 EACH| 356.00000 1424.00| 650.00000 2600.00| CASTING, ADJUST TO GRADE | | | 0164 720-45005 1.000 EACH| 850.00000 850.00| 2145.00000 2145.00| INLET, A2 | | | 0165 720-45035 3.000 EACH| 1100.00000 3300.00| 1930.00000 5790.00| INLET, F7 | | | 0166 720-45065 16.000 EACH| 2250.00000 36000.00| 1825.00000 29200.00| INLET, N12 | | | 0167 720-45275 5.000 EACH| 1400.00000 7000.00| 1030.00000 5150.00| PIPE CATCH BASIN, 600 mm | | | 0168 720-45410 10.000 EACH| 1200.00000 12000.00| 1700.00000 17000.00| MANHOLE, C4 | | | 0169 720-45510 6.000 EACH| 1300.00000 7800.00| 2200.00000 13200.00| MANHOLE, C4, MODIFIED | | | 0170 720-90984 1.000 EACH| 1300.00000 1300.00| 2260.00000 2260.00| MANHOLE, C2 | | | 0171 720-93501 2.000 EACH| 5000.00000 10000.00| 5200.00000 10400.00| MANHOLE, L4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 720-95422 1.000 EACH| 2200.00000 2200.00| 6000.00000 6000.00| MANHOLE, J4 | | | 0173 723-06660 91.000 m2 | 420.00000 38220.00| 320.00000 29120.00| WINGWALL | | | 0174 723-07123 39.200 m | 3200.00000 125440.00| 4665.00000 182868.00| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 4100 mm | | | 0175 723-07124 32.900 m | 2000.00000 65800.00| 3800.00000 125020.00| STRUCTURE, PRECAST THREE-SIDED, 3660 mm | | | X 1830 mm | | | 0176 801-01504 11.000 EACH| 108.00000 1188.00| 46.00000 506.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0177 801-04308 21.000 EACH| 500.00000 10500.00| 450.00000 9450.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0178 801-06203 69012.000 m | 0.15000 10351.80| 0.30000 20703.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0179 801-06207 2796.000 m | 3.30000 9226.80| 2.70000 7549.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0180 801-06216 197.000 m | 7.00000 1379.00| 8.00000 1576.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0181 801-06577 72.000 m | 18.00000 1296.00| 16.50000 1188.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0182 801-06586 620.000 m | 0.01000 6.20| 2.65000 1643.00| TEMPORARY PAVEMENT MARKING, 200 mm | | | 0183 801-06625 44.000 EACH| 200.00000 8800.00| 180.00000 7920.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0184 801-06640 139.000 EACH| 300.00000 41700.00| 285.00000 39615.00| CONSTRUCTION SIGN, A | | | 0185 801-06645 11.000 EACH| 55.00000 605.00| 80.00000 880.00| CONSTRUCTION SIGN, B | | | 0186 801-06710 180.000 DAY | 26.00000 4680.00| 26.00000 4680.00| FLASHING ARROW SIGN | | | 0187 801-06775 LUMP| 125000.00000 125000.00| 210000.00000 210000.00| MAINTAINING TRAFFIC | | | 0188 801-07118 93.000 m | 45.00000 4185.00| 67.00000 6231.00| BARRICADE, III-A | | | 0189 801-07119 201.000 m | 60.00000 12060.00| 67.00000 13467.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 801-53072 LUMP| 70000.00000 70000.00| 72000.00000 72000.00| TEMPORARY TRAFFIC SIGNAL WITH CAMERA | | | DETECTION | | | 0191 802-05694 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| OVERHEAD SIGN STRUCTURE FOUNDATION FOR | | | TRI-CHORD | | | 0192 802-05694 1.000 EACH| 20000.00000 20000.00| 20500.00000 20500.00| OVERHEAD SIGN STRUCTURE TRICHORD | | | 0193 802-05701 450.000 m | 23.00000 10350.00| 24.00000 10800.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0194 802-05702 118.000 m | 20.00000 2360.00| 16.00000 1888.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0195 802-05706 7.100 m | 33.00000 234.30| 35.00000 248.50| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0196 802-76015 2.400 m2 | 260.00000 624.00| 270.00000 648.00| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0197 802-76025 35.000 m2 | 112.00000 3920.00| 115.00000 4025.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0198 802-76035 111.500 m2 | 112.00000 12488.00| 118.00000 13157.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0199 802-76045 6.500 m2 | 112.00000 728.00| 160.00000 1040.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0200 803-02310 466.000 kg | 4.00000 1864.00| 4.25000 1980.50| REINFORCING STEEL, SIGN FOUNDATION | | | 0201 803-06031 14.000 m3 | 510.00000 7140.00| 540.00000 7560.00| SIGN FOUNDATIONS, CONCRETE | | | 0202 803-76125 3.000 EACH| 7000.00000 21000.00| 7200.00000 21600.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0203 804-06771 385.000 EACH| 16.00000 6160.00| 21.00000 8085.00| DELINEATOR POST, FLEXIBLE | | | 0204 805-01842 14.000 EACH| 700.00000 9800.00| 720.00000 10080.00| HANDHOLE, SIGNAL | | | 0205 805-06592 704.000 m | 25.00000 17600.00| 25.00000 17600.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0206 805-78106 1.000 EACH| 9000.00000 9000.00| 9300.00000 9300.00| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0207 805-78205 8.000 EACH| 515.00000 4120.00| 540.00000 4320.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0208 805-78230 2.000 EACH| 925.00000 1850.00| 960.00000 1920.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0209 805-78415 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| SPAN, CATENARY, AND TETHER | | | 0210 805-78420 4.000 EACH| 230.00000 920.00| 230.00000 920.00| DISCONNECT HANGER | | | 0211 805-78445 1.000 EACH| 400.00000 400.00| 425.00000 425.00| SIGNAL SERVICE | | | 0212 805-78467 17.000 m | 5.00000 85.00| 4.25000 72.25| SIGNAL CABLE, 3C 8GA. | | | 0213 805-78470 1000.000 m | 0.30000 300.00| 0.30000 300.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0214 805-78485 343.000 m | 2.70000 926.10| 2.75000 943.25| SIGNAL CABLE, 5C 14GA. | | | 0215 805-78490 135.000 m | 2.90000 391.50| 2.85000 384.75| SIGNAL CABLE, 7C 14GA. | | | 0216 805-78510 2000.000 m | 2.60000 5200.00| 2.65000 5300.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0217 805-78785 10.000 EACH| 400.00000 4000.00| 390.00000 3900.00| SIGNAL DETECTOR HOUSING | | | 0218 805-78795 310.000 m | 25.00000 7750.00| 25.00000 7750.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0219 805-78906 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0220 805-78925 1.000 EACH| 600.00000 600.00| 585.00000 585.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0221 805-81060 4.000 EACH| 3000.00000 12000.00| 2900.00000 11600.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0222 805-92504 10.000 EACH| 300.00000 3000.00| 320.00000 3200.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0223 808-06701 2217.000 m | 1.00000 2217.00| 0.80000 1773.60| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0224 808-06703 23349.000 m | 1.00000 23349.00| 0.80000 18679.20| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0225 808-06705 276.000 m | 3.00000 828.00| 3.20000 883.20| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0226 808-06716 1860.000 m | 1.00000 1860.00| 4.80000 8928.00| LINE, REMOVE | | | 0227 808-75215 1235.000 m | 4.75000 5866.25| 4.80000 5928.00| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0228 808-75240 583.000 m | 0.80000 466.40| 0.80000 466.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0229 808-75245 17132.000 m | 0.80000 13705.60| 0.80000 13705.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0230 808-75272 28.000 m | 9.25000 259.00| 9.50000 266.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0231 808-75278 82.000 m | 5.00000 410.00| 4.80000 393.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0232 808-75290 299.000 m | 9.00000 2691.00| 9.50000 2840.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0233 808-75297 197.000 m | 9.25000 1822.25| 9.50000 1871.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0234 808-75320 84.000 EACH| 50.00000 4200.00| 49.00000 4116.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0235 808-75325 65.000 EACH| 65.00000 4225.00| 69.00000 4485.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0236 808-75996 50.000 EACH| 5.00000 250.00| 6.50000 325.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0237 808-75998 1200.000 EACH| 20.00000 24000.00| 23.00000 27600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0238 808-92027 2335.000 m | 4.40000 10274.00| 3.20000 7472.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0239 621-06557 2035.000 kg | 4.00000 8140.00| 4.20000 8547.00| SEED MIXTURE, T | | | 0240 611-03392 5.000 EACH| 25000.00000 125000.00| 11000.00000 55000.00| TEMPORARY CROSSOVER, A MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0241 715-04629 7.000 EACH| 2000.00000 14000.00| 3800.00000 26600.00| PIPE END SECTION, 1240 mm X 840 mm | | | 0242 715-04224 1.000 EACH| 1400.00000 1400.00| 1100.00000 1100.00| SAFETY METAL END SECTION, 4:1, 0.15 m2 | | | 0243 715-05228 36.000 m | 107.00000 3852.00| 139.00000 5004.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0244 715-05365 47.000 m | 120.00000 5640.00| 198.00000 9306.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0245 715-05368 12.000 m | 160.00000 1920.00| 300.00000 3600.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0246 715-05238 179.000 m | 165.00000 29535.00| 308.00000 55132.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0247 715-05242 78.000 m | 190.00000 14820.00| 350.00000 27300.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0248 715-05246 60.000 m | 250.00000 15000.00| 595.00000 35700.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.37 | | | m2 | | | 0249 715-05374 225.000 m | 205.00000 46125.00| 350.00000 78750.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0250 715-05840 2.000 EACH| 1000.00000 2000.00| 1300.00000 2600.00| CONCRETE ANCHOR, MIN. AREA 1.37 m2 | | | 0251 715-46095 5.000 EACH| 670.00000 3350.00| 2200.00000 11000.00| PIPE END SECTION, MIN. AREA .60 m2 | | | 0252 105-06904 4.000 EACH| 200.00000 800.00| 160.00000 640.00| PHONE(SUPERVISOR) | | | 0253 105-06906 100.000 MOS | 75.00000 7500.00| 160.00000 16000.00| CELLULAR SERVICE(SUPERVISOR) | | | 0254 202-02241 1100.000 m | 10.00000 11000.00| 9.50000 10450.00| GUARDRAIL, REMOVE | | | 0255 715-05118 219.000 m | 72.00000 15768.00| 88.00000 19272.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0256 715-05125 14.000 m | 131.00000 1834.00| 255.00000 3570.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0257 715-97607 1.000 EACH| 700.00000 700.00| 2200.00000 2200.00| PIPE END SECTION, MIN. AREA .42 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 190 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,102,447.78 ROUTE : 27 CALL ORDER : 190 CONTRACT ID : R -26449-A COUNTIES : ADAMS LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 99-9994787 | |CRIDER & CRIDER, INC. |RIETH RILEY/GRADEX INC. J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 18,236,135.60| $ 19,376,863.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,236,135.60| $ 19,376,863.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 194 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,894,818.08 ROUTE : 70 CALL ORDER : 194 CONTRACT ID : R -26459-B COUNTIES : CLAY LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/17/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0701093 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,988,492.32 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE, BRIDGE DECK PATCHING, AND BRIDGE APPROACH REHABILITATION | | | 0001 105-06845 LUMP| 4682.03000 4682.03| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1476.30000 8857.80| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 105820.00000 105820.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 1111.000 SYS | 32.55000 36163.05| | PAVEMENT, REMOVE | | | 0005 202-60820 153250.000 SYS | 0.79000 121067.50| | SURFACE MILLING, ASPHALT | | | 0006 202-93741 18.000 EACH| 136.50000 2457.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0007 205-06933 4.000 EACH| 63.00000 252.00| | TEMPORARY DITCH INLET PROTECTION | | | 0008 208-51500 LUMP| 18900.00000 18900.00| | RESHAPE SPILL SLOPES | | | 0009 301-07448 301.000 TON | 78.75000 23703.75| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 304-07491 215.460 TON | 250.58000 53989.97| | HMA PATCHING, TYPE C | | | 0011 401-07337 12660.000 TON | 52.77000 668068.20| | QC/QA-HMA, 5, 76, SURFACE, 9.5 mm SMA | | | 0012 406-05520 38.560 TON | 214.90000 8286.54| | ASPHALT FOR TACK COAT | | | 0013 601-03464 2.000 EACH| 47.25000 94.50| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0014 601-06233 4.000 EACH| 8476.78000 33907.12| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 194 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,894,818.08 ROUTE : 70 CALL ORDER : 194 CONTRACT ID : R -26459-B COUNTIES : CLAY LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 10.000 EACH| 2651.25000 26512.50| | GUARDRAIL END TREATMENT, OS | | | 0016 601-94690 4.000 EACH| 4432.64000 17730.56| | GUARDRAIL END TREATMENT, MS | | | 0017 601-99105 500.000 LFT | 11.81000 5905.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 602-06639 1600.000 LFT | 43.58000 69728.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 700.000 LFT | 58.80000 41160.00| | TEMPORARY CONCRETE BARRIER | | | 0020 605-06105 151.100 LFT | 58.80000 8884.68| | CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0021 605-92578 3.800 SYS | 493.50000 1875.30| | CURB WALK, CONCRETE | | | 0022 608-04395 209.000 TON | 58.56000 12239.04| | AGGREGATE FOR SHOULDER DRAINS | | | 0023 610-06257 891.000 SYS | 108.15000 96361.65| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0024 610-07488 144.000 TON | 102.16000 14711.04| | HMA FOR APPROACHES, TYPE C | | | 0025 616-02320 474.000 SYS | 5.25000 2488.50| | GEOTEXTILES | | | 0026 616-06405 320.000 TON | 36.75000 11760.00| | RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 498.75000 498.75| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 5400.000 SYS | 0.40000 2160.00| | MULCHED SEEDING, R | | | 0029 703-51030 21246.000 LBS | 1.16000 24645.36| | REINFORCING STEEL | | | 0030 703-90512 112.000 EACH| 52.50000 5880.00| | THREADED BAR SPLICE | | | 0031 715-05048 191.000 LFT | 19.68000 3758.88| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0032 715-05053 975.000 LFT | 37.60000 36660.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0033 715-05219 9.000 LFT | 205.94000 1853.46| | PIPE, TYPE 5, CIRCULAR, 18 IN. | | | 0034 715-26764 1.000 EACH| 8097.43000 8097.43| | GRATED BOX END SECTION, II, 10:1, 18 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 194 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,894,818.08 ROUTE : 70 CALL ORDER : 194 CONTRACT ID : R -26459-B COUNTIES : CLAY LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 718-06531 39.000 EACH| 590.06000 23012.34| | OUTLET PROTECTOR, 3 | | | 0036 718-52610 109.000 CYS | 25.48000 2777.32| | AGGREGATE FOR UNDERDRAINS | | | 0037 722-97116 1040.000 SFT | 58.80000 61152.00| | BRIDGE DECK OVERLAY PATCHING | | | 0038 801-01093 4.000 EACH| 525.00000 2100.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-06203 5304.000 LFT | 0.03000 159.12| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0040 801-06207 19892.000 LFT | 1.07000 21284.44| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06640 38.000 EACH| 77.00000 2926.00| | CONSTRUCTION SIGN, A | | | 0042 801-06645 4.000 EACH| 55.00000 220.00| | CONSTRUCTION SIGN, B | | | 0043 801-06710 120.000 DAY | 13.20000 1584.00| | FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 330539.80000 330539.80| | MAINTAINING TRAFFIC | | | 0045 802-03821 12.000 EACH| 137.50000 1650.00| | SIGN, SHEET WITH LEGEND | | | 0046 805-05905 1.000 EACH| 13091.40000 13091.40| | ATR STATION- 4 LANE | | | 0047 808-03631 584.000 LFT | 1.81000 1057.04| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0048 808-03632 584.000 LFT | 1.81000 1057.04| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0049 808-06702 13671.000 LFT | 0.33000 4511.43| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0050 808-06703 52579.000 LFT | 0.26000 13670.54| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0051 808-06716 6110.000 LFT | 0.28000 1710.80| | LINE, REMOVE | | | 0052 808-74811 146.000 LFT | 2.25000 328.50| | LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0053 808-75245 52579.000 LFT | 0.26000 13670.54| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 194 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,894,818.08 ROUTE : 70 CALL ORDER : 194 CONTRACT ID : R -26459-B COUNTIES : CLAY LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75996 624.000 EACH| 8.35000 5210.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 801-09133 2.000 EACH| 3150.00000 6300.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0056 105-06657 6.000 MOS | 220.00000 1320.00| | PHONE, CELLULAR | | | SECTION TOTALS | $ 1,988,492.32| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,988,492.32| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 69, 70, 465 CALL ORDER : 200 CONTRACT ID : R -26471-A COUNTIES : HAMILTON HANCOCK LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 459,249.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 469,270.20 102.1820% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 481,553.71 104.8567% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 499,400.00 108.7427% 5 35-1139301 E & B PAVING, INC. $ 507,000.00 110.3976% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 263,776.98 ROUTE : PARK CALL ORDER : 210 CONTRACT ID : R -26613-A COUNTIES : OWEN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C507 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 209,447.87 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 247,342.71 118.0927% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 299,976.66 143.2225% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1875662 |(3) 35-0999231 |O'MARA, DAVE CONTRACTOR |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RECONSTRUCTION AND RESURFACING OF PARK ROADS AND PARKING AREAS | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 9500.00000 9500.00| 14274.39000 14274.39 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1000.00000 4000.00| 2600.00000 10400.00| 2600.00000 10400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 7000.00000 7000.00| 12400.00000 12400.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 9500.00000 9500.00| 26339.44000 26339.44 CLEARING RIGHT OF WAY | | | 0005 202-02278 342.000 LFT | 4.00000 1368.00| 5.75000 1966.50| 4.00000 1368.00 CURB, CONCRETE, REMOVE | | | 0006 203-02000 439.500 CYS | 15.50000 6812.25| 32.00000 14064.00| 72.94000 32057.13 EXCAVATION, COMMON | | | 0007 203-02070 1436.000 CYS | 13.00000 18668.00| 8.50000 12206.00| 15.00000 21540.00 BORROW | | | 0008 205-06933 6.000 EACH| 70.00000 420.00| 80.00000 480.00| 82.99000 497.94 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 435.000 LFT | 1.75000 761.25| 2.40000 1044.00| 1.94000 843.90 TEMPORARY SILT FENCE | | | 0010 211-07454 90.000 CYS | 38.00000 3420.00| 33.50000 3015.00| 34.56000 3110.40 STRUCTURE BACKFILL | | | 0011 303-52308 1089.400 TON | 13.50000 14706.90| 14.00000 15251.60| 22.08000 24053.95 COMPACTED AGGREGATE, O, 53 | | | 0014 405-05517 5.700 TON | 300.00000 1710.00| 390.00000 2223.00| 235.02000 1339.61 ASPHALT FOR PRIME COAT | | | 0015 406-05520 1.600 TON | 180.00000 288.00| 500.00000 800.00| 374.87000 599.79 ASPHALT FOR TACK COAT | | | 0016 604-06070 100.000 SYS | 35.00000 3500.00| 32.25000 3225.00| 33.43000 3343.00 SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 263,776.98 ROUTE : PARK CALL ORDER : 210 CONTRACT ID : R -26613-A COUNTIES : OWEN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1875662 |(3) 35-0999231 |O'MARA, DAVE CONTRACTOR |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 605-06120 375.000 LFT | 18.00000 6750.00| 18.50000 6937.50| 21.17000 7938.75 CURB, CONCRETE | | | 0018 605-06140 1062.600 LFT | 15.00000 15939.00| 14.00000 14876.40| 13.02000 13835.05 CURB AND GUTTER, CONCRETE | | | 0019 605-94811 3.000 EACH| 400.00000 1200.00| 765.00000 2295.00| 296.19000 888.57 CURB TURNOUT | | | 0020 615-06496 27.000 EACH| 42.00000 1134.00| 35.00000 945.00| 57.92000 1563.84 PARKING BARRIER | | | 0021 616-02320 42.000 SYS | 3.00000 126.00| 5.20000 218.40| 4.38000 183.96 GEOTEXTILES | | | 0022 616-06405 21.000 TON | 35.00000 735.00| 45.00000 945.00| 36.29000 762.09 RIPRAP, REVETMENT | | | 0023 621-03868 2331.300 SYS | 0.62000 1445.41| 1.65000 3846.65| 1.72000 4009.84 MULCHED SEEDING, B | | | 0024 621-06575 680.000 SYS | 3.50000 2380.00| 4.10000 2788.00| 4.32000 2937.60 SODDING, NURSERY | | | 0025 715-05118 52.000 LFT | 42.00000 2184.00| 30.00000 1560.00| 22.44000 1166.88 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0026 715-05119 44.000 LFT | 47.50000 2090.00| 36.50000 1606.00| 27.35000 1203.40 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0027 715-05121 45.000 LFT | 50.00000 2250.00| 37.00000 1665.00| 27.90000 1255.50 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0028 715-05149 391.000 LFT | 40.00000 15640.00| 23.00000 8993.00| 25.44000 9947.04 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0029 715-05152 52.000 LFT | 50.00000 2600.00| 37.00000 1924.00| 27.35000 1422.20 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0030 715-46000 3.000 EACH| 270.00000 810.00| 340.00000 1020.00| 113.65000 340.95 PIPE END SECTION, 12 IN. | | | 0031 715-46005 2.000 EACH| 335.00000 670.00| 375.00000 750.00| 142.07000 284.14 PIPE END SECTION, 15 IN. | | | 0032 715-46010 3.000 EACH| 390.00000 1170.00| 425.00000 1275.00| 170.48000 511.44 PIPE END SECTION, 18 IN. | | | 0033 720-45030 1.000 EACH| 1400.00000 1400.00| 850.00000 850.00| 878.67000 878.67 INLET, E7 | | | 0034 720-45045 5.000 EACH| 1400.00000 7000.00| 1300.00000 6500.00| 1111.66000 5558.30 INLET, J10 | | | 0035 801-06775 LUMP| 2500.00000 2500.00| 9500.00000 9500.00| 4206.28000 4206.28 MAINTAINING TRAFFIC | | | 0036 802-76045 12.500 SFT | 20.00000 250.00| 30.00000 375.00| 22.13000 276.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 263,776.98 ROUTE : PARK CALL ORDER : 210 CONTRACT ID : R -26613-A COUNTIES : OWEN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1875662 |(3) 35-0999231 |O'MARA, DAVE CONTRACTOR |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 802-76055 19.000 LFT | 4.00000 76.00| 29.00000 551.00| 16.60000 315.40 SIGN POST, A | | | 0038 802-99058 2.000 EACH| 17.50000 35.00| 53.00000 106.00| 55.33000 110.66 SHEET SIGN, INSTALL | | | 0039 808-06706 22.000 LFT | 22.00000 484.00| 10.50000 231.00| 11.07000 243.54 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0040 808-06713 3882.000 LFT | 0.28000 1086.96| 0.38000 1475.16| 0.39000 1513.98 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0041 808-75056 300.000 LFT | 0.45000 135.00| 1.05000 315.00| 1.08000 324.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 8 IN. | | | 0042 808-97222 2.000 EACH| 25.00000 50.00| 142.00000 284.00| 149.38000 298.76 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0043 402-07433 541.900 TON | 42.00000 22759.80| 57.00000 30888.30| 67.85000 36767.92 HMA SURFACE, TYPE B | | | 0044 402-07438 1011.400 TON | 34.50000 34893.30| 48.00000 48547.20| 45.94000 46463.72 HMA INTERMEDIATE, TYPE B | | | SECTION TOTALS | $ 209,447.87| $ 247,342.71| $ 299,976.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 209,447.87| $ 247,342.71| $ 299,976.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/18/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : J070005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 3,716,098.77 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,816,554.87 102.7032% 3 35-1984043 GEIGER EXCAVATING, INC. $ 3,895,661.60 104.8320% 4 35-1065659 BROOKS CONSTRUCTION $ 3,904,226.94 105.0625% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1984043 |PHEND & BROWN, INC. |E & B PAVING, INC. |GEIGER EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 72000.00000 72000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1160.00000 20880.00| 1500.00000 27000.00| 650.00000 11700.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 183000.00000 183000.00| 189000.00000 189000.00| 194050.00000 194050.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 150000.00000 150000.00| 67000.00000 67000.00| 75000.00000 75000.00 CLEARING AND GRUBBING | | | 0005 202-02928 1.000 EACH| 85.00000 85.00| 453.58000 453.58| 200.00000 200.00 CATCH BASIN, REMOVE | | | 0006 202-91385 1.000 EACH| 85.00000 85.00| 453.58000 453.58| 200.00000 200.00 INLET, REMOVE | | | 0007 202-96133 212.000 m | 10.00000 2120.00| 60.29000 12781.48| 53.00000 11236.00 PIPE, REMOVE | | | 0008 203-02000 30955.000 m3 | 12.75000 394676.25| 13.54000 419130.70| 8.50000 263117.50 EXCAVATION, COMMON | | | 0009 203-02070 7890.000 m3 | 18.00000 142020.00| 1.00000 7890.00| 5.50000 43395.00 BORROW | | | 0010 205-02224 4970.000 m | 4.10000 20377.00| 4.10000 20377.00| 4.00000 19880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02234 12.000 EACH| 60.00000 720.00| 60.00000 720.00| 60.00000 720.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 17.000 EACH| 60.00000 1020.00| 60.00000 1020.00| 60.00000 1020.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1984043 |PHEND & BROWN, INC. |E & B PAVING, INC. |GEIGER EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06931 185.000 Mg | 60.00000 11100.00| 26.24000 4854.40| 23.00000 4255.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 207-06499 30162.000 m2 | 3.40000 102550.80| 4.73000 142666.26| 3.50000 105567.00 SUBGRADE TREATMENT | | | 0015 211-07454 6983.500 m3 | 14.00000 97769.00| 15.28000 106707.88| 26.00000 181571.00 STRUCTURE BACKFILL | | | 0016 303-01180 629.000 Mg | 40.00000 25160.00| 14.05000 8837.45| 34.00000 21386.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 401-07334 4082.000 Mg | 36.00000 146952.00| 37.00000 151034.00| 37.00000 151034.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0018 401-07403 6576.000 Mg | 25.00000 164400.00| 28.00000 184128.00| 31.00000 203856.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0019 401-07408 23738.000 Mg | 25.00000 593450.00| 24.00000 569712.00| 27.00000 640926.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0020 401-07429 7285.000 Mg | 28.00000 203980.00| 30.00000 218550.00| 35.00000 254975.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0021 402-07440 1072.000 Mg | 26.00000 27872.00| 26.00000 27872.00| 33.00000 35376.00 HMA BASE, TYPE A | | | 0022 402-07451 121.000 Mg | 30.00000 3630.00| 36.00000 4356.00| 41.00000 4961.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0023 406-05520 53.510 Mg | 100.00000 5351.00| 165.00000 8829.15| 56.00000 2996.56 ASPHALT FOR TACK COAT | | | 0024 604-06069 41.700 m2 | 56.00000 2335.20| 54.21000 2260.56| 43.00000 1793.10 CURB RAMP, CONCRETE | | | 0025 604-91531 4867.200 m2 | 21.20000 103184.64| 29.29000 142560.29| 34.00000 165484.80 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06140 8138.000 m | 24.15000 196532.70| 23.22000 188964.36| 27.00000 219726.00 CURB AND GUTTER, CONCRETE | | | 0027 605-94811 2.000 EACH| 593.00000 1186.00| 339.52000 679.04| 410.00000 820.00 CURB TURNOUT | | | 0028 610-07486 30.800 Mg | 44.00000 1355.20| 43.23000 1331.48| 53.00000 1632.40 HMA FOR APPROACHES, TYPE A | | | 0029 611-05330 1570.300 m2 | 32.66000 51286.00| 37.67000 59153.20| 49.00000 76944.70 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 616-02320 6891.000 m2 | 2.00000 13782.00| 1.75000 12059.25| 2.50000 17227.50 GEOTEXTILES | | | 0031 621-01004 3.000 EACH| 850.00000 2550.00| 850.00000 2550.00| 900.00000 2700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 4.700 Mg | 583.00000 2740.10| 583.00000 2740.10| 600.00000 2820.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1984043 |PHEND & BROWN, INC. |E & B PAVING, INC. |GEIGER EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06554 865.000 kg | 7.05000 6098.25| 7.05000 6098.25| 7.50000 6487.50 SEED MIXTURE, U | | | 0034 621-06565 23.600 Mg | 445.00000 10502.00| 445.00000 10502.00| 470.00000 11092.00 MULCHING MATERIAL | | | 0035 621-06567 1000.000 kL | 0.55000 550.00| 0.55000 550.00| 0.55000 550.00 WATER | | | 0036 621-06574 11251.400 m2 | 3.12000 35104.37| 3.12000 35104.37| 3.30000 37129.62 SODDING | | | 0037 715-05048 6932.000 m | 7.00000 48524.00| 6.50000 45058.00| 7.00000 48524.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0038 715-05053 31.500 m | 30.00000 945.00| 52.73000 1661.00| 63.00000 1984.50 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0039 715-05123 18.000 m | 121.00000 2178.00| 116.45000 2096.10| 138.00000 2484.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0040 715-05149 1216.000 m | 71.00000 86336.00| 80.89000 98362.24| 78.00000 94848.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05151 103.400 m | 80.00000 8272.00| 89.81000 9286.35| 93.00000 9616.20 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 59.600 m | 95.00000 5662.00| 92.28000 5499.89| 122.00000 7271.20 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05154 255.400 m | 103.00000 26306.20| 112.18000 28650.77| 138.00000 35245.20 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0044 715-05156 756.800 m | 112.00000 84761.60| 157.36000 119090.05| 167.00000 126385.60 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0045 715-05159 198.500 m | 224.00000 44464.00| 258.61000 51334.09| 300.00000 59550.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0046 715-05169 77.600 m | 74.00000 5742.40| 76.15000 5909.24| 103.00000 7992.80 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-05171 19.500 m | 91.00000 1774.50| 80.45000 1568.78| 115.00000 2242.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0048 715-05173 9.000 m | 139.00000 1251.00| 105.79000 952.11| 137.00000 1233.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0049 715-05177 20.000 m | 226.00000 4520.00| 188.27000 3765.40| 265.00000 5300.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0050 715-05335 117.100 m | 193.00000 22600.30| 222.44000 26047.72| 213.00000 24942.30 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0051 715-05336 115.800 m | 266.00000 30802.80| 303.76000 35175.41| 290.00000 33582.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0052 715-05338 30.700 m | 270.00000 8289.00| 327.11000 10042.28| 290.00000 8903.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1984043 |PHEND & BROWN, INC. |E & B PAVING, INC. |GEIGER EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05342 41.200 m | 332.00000 13678.40| 396.90000 16352.28| 410.00000 16892.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0054 715-05344 342.600 m | 375.00000 128475.00| 527.62000 180762.61| 420.00000 143892.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0055 715-07536 1.000 EACH| 1427.00000 1427.00| 1880.38000 1880.38| 430.00000 430.00 CONCRETE ANCHOR, MIN. AREA 1.20 m2 | | | 0056 715-46000 24.000 EACH| 211.00000 5064.00| 163.77000 3930.48| 630.00000 15120.00 PIPE END SECTION, 300 mm | | | 0057 715-46005 12.000 EACH| 264.00000 3168.00| 168.55000 2022.60| 580.00000 6960.00 PIPE END SECTION, 375 mm | | | 0058 715-46010 5.000 EACH| 533.00000 2665.00| 196.00000 980.00| 630.00000 3150.00 PIPE END SECTION, 450 mm | | | 0059 715-46020 5.000 EACH| 606.00000 3030.00| 228.23000 1141.15| 900.00000 4500.00 PIPE END SECTION, 600 mm | | | 0060 715-46040 2.000 EACH| 1164.00000 2328.00| 536.42000 1072.84| 1200.00000 2400.00 PIPE END SECTION, 900 mm | | | 0061 718-06528 2.000 EACH| 541.00000 1082.00| 648.03000 1296.06| 400.00000 800.00 OUTLET PROTECTOR, 1 | | | 0062 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.50000 3500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0063 718-52610 1331.000 m3 | 25.00000 33275.00| 44.44000 59149.64| 27.00000 35937.00 AGGREGATE FOR UNDERDRAINS | | | 0064 718-99153 6101.000 m2 | 1.26000 7687.26| 1.06000 6467.06| 0.30000 1830.30 GEOTEXTILES FOR UNDERDRAIN | | | 0065 720-44000 9.000 EACH| 320.00000 2880.00| 321.58000 2894.22| 200.00000 1800.00 CASTING, ADJUST TO GRADE | | | 0066 720-45030 11.000 EACH| 829.00000 9119.00| 934.89000 10283.79| 800.00000 8800.00 INLET, E7 | | | 0067 720-45035 1.000 EACH| 829.00000 829.00| 938.56000 938.56| 800.00000 800.00 INLET, F7 | | | 0068 720-45045 56.000 EACH| 1160.00000 64960.00| 1147.43000 64256.08| 1000.00000 56000.00 INLET, J10 | | | 0069 720-45055 37.000 EACH| 1160.00000 42920.00| 1147.43000 42454.91| 1300.00000 48100.00 INLET, M10 | | | 0070 720-45070 1.000 EACH| 1685.00000 1685.00| 1914.41000 1914.41| 1500.00000 1500.00 INLET, P12A | | | 0071 720-45410 8.000 EACH| 1410.00000 11280.00| 1538.99000 12311.92| 1300.00000 10400.00 MANHOLE, C4 | | | 0072 720-45415 18.000 EACH| 2495.00000 44910.00| 2928.72000 52716.96| 2120.00000 38160.00 MANHOLE, D4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1984043 |PHEND & BROWN, INC. |E & B PAVING, INC. |GEIGER EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 720-45416 2.000 EACH| 5415.00000 10830.00| 7773.56000 15547.12| 8000.00000 16000.00 MANHOLE, E4 | | | 0074 720-45515 10.000 EACH| 3325.00000 33250.00| 5889.22000 58892.20| 5500.00000 55000.00 MANHOLE, D4, MODIFIED | | | 0075 720-45520 4.000 EACH| 8160.00000 32640.00| 9320.93000 37283.72| 6500.00000 26000.00 MANHOLE, E4, MODIFIED | | | 0076 720-45525 1.000 EACH| 5920.00000 5920.00| 13862.40000 13862.40| 10000.00000 10000.00 MANHOLE, F4, MODIFIED | | | 0077 720-98174 6.000 EACH| 1965.00000 11790.00| 1600.99000 9605.94| 1500.00000 9000.00 INLET, B15 | | | 0078 720-98555 7.000 EACH| 1965.00000 13755.00| 1600.99000 11206.93| 1500.00000 10500.00 INLET, C15 | | | 0079 801-04308 18.000 EACH| 4.50000 81.00| 4.50000 81.00| 5.00000 90.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0080 801-06625 50.000 EACH| 50.00000 2500.00| 175.00000 8750.00| 190.00000 9500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0081 801-06640 59.000 EACH| 59.00000 3481.00| 2.00000 118.00| 2.00000 118.00 CONSTRUCTION SIGN, A | | | 0082 801-06775 LUMP| 40000.00000 40000.00| 41400.00000 41400.00| 21900.00000 21900.00 MAINTAINING TRAFFIC | | | 0083 801-07118 146.000 m | 3.00000 438.00| 3.00000 438.00| 3.00000 438.00 BARRICADE, III-A | | | 0084 802-05701 122.200 m | 38.20000 4668.04| 38.20000 4668.04| 40.00000 4888.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 7.020 m2 | 78.50000 551.07| 78.50000 551.07| 83.00000 582.66 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 18.696 m2 | 81.65000 1526.53| 81.65000 1526.53| 86.00000 1607.86 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 808-06703 2152.000 m | 0.80000 1721.60| 0.80000 1721.60| 0.80000 1721.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0088 808-75245 11712.000 m | 0.80000 9369.60| 0.80000 9369.60| 0.85000 9955.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0089 808-75297 145.100 m | 9.60000 1392.96| 9.60000 1392.96| 10.00000 1451.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0090 808-75320 14.000 EACH| 62.00000 868.00| 62.00000 868.00| 66.00000 924.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1984043 |PHEND & BROWN, INC. |E & B PAVING, INC. |GEIGER EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-75325 12.000 EACH| 85.00000 1020.00| 85.00000 1020.00| 90.00000 1080.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 3,716,098.77| $ 3,816,554.87| $ 3,895,661.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,716,098.77| $ 3,816,554.87| $ 3,895,661.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1500.00000 27000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 195000.00000 195000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 80000.00000 80000.00| | CLEARING AND GRUBBING | | | 0005 202-02928 1.000 EACH| 300.00000 300.00| | CATCH BASIN, REMOVE | | | 0006 202-91385 1.000 EACH| 300.00000 300.00| | INLET, REMOVE | | | 0007 202-96133 212.000 m | 32.00000 6784.00| | PIPE, REMOVE | | | 0008 203-02000 30955.000 m3 | 12.15000 376103.25| | EXCAVATION, COMMON | | | 0009 203-02070 7890.000 m3 | 0.01000 78.90| | BORROW | | | 0010 205-02224 4970.000 m | 4.10000 20377.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02234 12.000 EACH| 60.00000 720.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 17.000 EACH| 60.00000 1020.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-06931 185.000 Mg | 32.50000 6012.50| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 207-06499 30162.000 m2 | 3.40000 102550.80| | SUBGRADE TREATMENT | | | 0015 211-07454 6983.500 m3 | 15.00000 104752.50| | STRUCTURE BACKFILL | | | 0016 303-01180 629.000 Mg | 33.07000 20801.03| | COMPACTED AGGREGATE, NO. 53 | | | 0017 401-07334 4082.000 Mg | 36.65000 149605.30| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0018 401-07403 6576.000 Mg | 30.04000 197543.04| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-07408 23738.000 Mg | 26.18000 621460.84| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0020 401-07429 7285.000 Mg | 34.34000 250166.90| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0021 402-07440 1072.000 Mg | 31.69000 33971.68| | HMA BASE, TYPE A | | | 0022 402-07451 121.000 Mg | 39.46000 4774.66| | HMA, TYPE B, WEDGE AND LEVEL | | | 0023 406-05520 53.510 Mg | 1.10000 58.86| | ASPHALT FOR TACK COAT | | | 0024 604-06069 41.700 m2 | 48.30000 2014.11| | CURB RAMP, CONCRETE | | | 0025 604-91531 4867.200 m2 | 29.55000 143825.76| | SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06140 8138.000 m | 24.30000 197753.40| | CURB AND GUTTER, CONCRETE | | | 0027 605-94811 2.000 EACH| 385.00000 770.00| | CURB TURNOUT | | | 0028 610-07486 30.800 Mg | 50.38000 1551.70| | HMA FOR APPROACHES, TYPE A | | | 0029 611-05330 1570.300 m2 | 44.00000 69093.20| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 616-02320 6891.000 m2 | 3.39000 23360.49| | GEOTEXTILES | | | 0031 621-01004 3.000 EACH| 850.00000 2550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 4.700 Mg | 583.00000 2740.10| | FERTILIZER | | | 0033 621-06554 865.000 kg | 7.05000 6098.25| | SEED MIXTURE, U | | | 0034 621-06565 23.600 Mg | 445.00000 10502.00| | MULCHING MATERIAL | | | 0035 621-06567 1000.000 kL | 0.55000 550.00| | WATER | | | 0036 621-06574 11251.400 m2 | 3.12000 35104.37| | SODDING | | | 0037 715-05048 6932.000 m | 12.00000 83184.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0038 715-05053 31.500 m | 60.00000 1890.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05123 18.000 m | 140.00000 2520.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0040 715-05149 1216.000 m | 85.00000 103360.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05151 103.400 m | 90.00000 9306.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 59.600 m | 100.00000 5960.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05154 255.400 m | 110.00000 28094.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0044 715-05156 756.800 m | 140.00000 105952.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0045 715-05159 198.500 m | 240.00000 47640.00| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0046 715-05169 77.600 m | 90.00000 6984.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-05171 19.500 m | 110.00000 2145.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0048 715-05173 9.000 m | 135.00000 1215.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0049 715-05177 20.000 m | 190.00000 3800.00| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0050 715-05335 117.100 m | 190.00000 22249.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0051 715-05336 115.800 m | 290.00000 33582.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0052 715-05338 30.700 m | 300.00000 9210.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0053 715-05342 41.200 m | 390.00000 16068.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0054 715-05344 342.600 m | 490.00000 167874.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0055 715-07536 1.000 EACH| 2000.00000 2000.00| | CONCRETE ANCHOR, MIN. AREA 1.20 m2 | | | 0056 715-46000 24.000 EACH| 160.00000 3840.00| | PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-46005 12.000 EACH| 170.00000 2040.00| | PIPE END SECTION, 375 mm | | | 0058 715-46010 5.000 EACH| 200.00000 1000.00| | PIPE END SECTION, 450 mm | | | 0059 715-46020 5.000 EACH| 240.00000 1200.00| | PIPE END SECTION, 600 mm | | | 0060 715-46040 2.000 EACH| 400.00000 800.00| | PIPE END SECTION, 900 mm | | | 0061 718-06528 2.000 EACH| 1400.00000 2800.00| | OUTLET PROTECTOR, 1 | | | 0062 718-06532 1000.000 m | 3.00000 3000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0063 718-52610 1331.000 m3 | 35.00000 46585.00| | AGGREGATE FOR UNDERDRAINS | | | 0064 718-99153 6101.000 m2 | 1.50000 9151.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0065 720-44000 9.000 EACH| 200.00000 1800.00| | CASTING, ADJUST TO GRADE | | | 0066 720-45030 11.000 EACH| 1400.00000 15400.00| | INLET, E7 | | | 0067 720-45035 1.000 EACH| 1400.00000 1400.00| | INLET, F7 | | | 0068 720-45045 56.000 EACH| 1900.00000 106400.00| | INLET, J10 | | | 0069 720-45055 37.000 EACH| 1900.00000 70300.00| | INLET, M10 | | | 0070 720-45070 1.000 EACH| 1900.00000 1900.00| | INLET, P12A | | | 0071 720-45410 8.000 EACH| 1900.00000 15200.00| | MANHOLE, C4 | | | 0072 720-45415 18.000 EACH| 2900.00000 52200.00| | MANHOLE, D4 | | | 0073 720-45416 2.000 EACH| 6900.00000 13800.00| | MANHOLE, E4 | | | 0074 720-45515 10.000 EACH| 4900.00000 49000.00| | MANHOLE, D4, MODIFIED | | | 0075 720-45520 4.000 EACH| 7000.00000 28000.00| | MANHOLE, E4, MODIFIED | | | 0076 720-45525 1.000 EACH| 8000.00000 8000.00| | MANHOLE, F4, MODIFIED | | | 0077 720-98174 6.000 EACH| 2000.00000 12000.00| | INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 230 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,032,000.00 ROUTE : AUBURN DR (AUBURN) CALL ORDER : 230 CONTRACT ID : R -26664-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 720-98555 7.000 EACH| 2000.00000 14000.00| | INLET, C15 | | | 0079 801-04308 18.000 EACH| 1.00000 18.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0080 801-06625 50.000 EACH| 145.00000 7250.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0081 801-06640 59.000 EACH| 1.00000 59.00| | CONSTRUCTION SIGN, A | | | 0082 801-06775 LUMP| 17200.00000 17200.00| | MAINTAINING TRAFFIC | | | 0083 801-07118 146.000 m | 3.00000 438.00| | BARRICADE, III-A | | | 0084 802-05701 122.200 m | 38.20000 4668.04| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 7.020 m2 | 78.50000 551.07| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 18.696 m2 | 81.65000 1526.53| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 808-06703 2152.000 m | 0.80000 1721.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0088 808-75245 11712.000 m | 0.80000 9369.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0089 808-75297 145.100 m | 9.60000 1392.96| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0090 808-75320 14.000 EACH| 62.00000 868.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0091 808-75325 12.000 EACH| 85.00000 1020.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 3,904,226.94| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,904,226.94| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 2 CALL ORDER : 250 CONTRACT ID : R -26852-A COUNTIES : LAKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 573,950.46 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 585,260.19 101.9705% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 639,447.76 111.4116% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 780,169.74 ROUTE : I-465 CALL ORDER : 260 CONTRACT ID : R -26934-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/17/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654OKA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1815287 DENNEY EXCAVATING INC. $ 132,297.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 181,615.60 137.2786% ==================================================================================================================================== |(1) 35-1815287 |(2) 35-1817574 | |DENNEY EXCAVATING INC. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 4200.00000 4200.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0003 202-03000 LUMP| 4200.00000 4200.00| 4500.00000 4500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0004 202-03000 LUMP| 4200.00000 4200.00| 4800.00000 4800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0005 202-03000 LUMP| 4200.00000 4200.00| 4500.00000 4500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 21 | | | 0006 202-03000 LUMP| 4200.00000 4200.00| 4500.00000 4500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0007 202-03000 LUMP| 4200.00000 4200.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0008 202-03000 LUMP| 4200.00000 4200.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 27 | | | 0009 202-03000 LUMP| 4200.00000 4200.00| 4500.00000 4500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 | | | 0010 202-03000 LUMP| 4200.00000 4200.00| 4500.00000 4500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 780,169.74 ROUTE : I-465 CALL ORDER : 260 CONTRACT ID : R -26934-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1815287 |(2) 35-1817574 | |DENNEY EXCAVATING INC. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-03000 LUMP| 4200.00000 4200.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | 0012 202-03000 LUMP| 4200.00000 4200.00| 4500.00000 4500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 47 | | | 0013 202-03000 LUMP| 4200.00000 4200.00| 4500.00000 4500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0014 621-06560 11616.000 SYS | 0.50000 5808.00| 0.60000 6969.60| MULCHED SEEDING, U | | | 0015 202-01347 12.000 EACH| 750.00000 9000.00| 1093.00000 13116.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0016 202-01404 3000.000 GAL | 1.25000 3750.00| 1.70000 5100.00| LIQUIDS AND SLUDGE, REMOVE AND DISPOSE | | | 0017 202-01405 350.000 CYS | 55.00000 19250.00| 66.00000 23100.00| CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0018 202-01406 12.000 EACH| 150.00000 1800.00| 195.00000 2340.00| SAMPLING AND TESTING ANALYSIS | | | 0019 202-03729 1560.000 LFT | 13.00000 20280.00| 22.00000 34320.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0020 603-06065 3490.000 LFT | 4.10000 14309.00| 8.00000 27920.00| FENCE, CHAIN LINK, RESET | | | 0021 603-96521 1.000 EACH| 500.00000 500.00| 250.00000 250.00| FENCE GATE, CHAIN LINK, RESET | | | 0022 202-52710 15500.000 SYS | 0.40000 6200.00| 0.40000 6200.00| SIDEWALK, CONCRETE, REMOVE | | | SECTION TOTALS | $ 132,297.00| $ 181,615.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 132,297.00| $ 181,615.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,009,999.98 ROUTE : SR 75 CALL ORDER : 270 CONTRACT ID : RS-25965-A COUNTIES : CLINTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/24/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 431200B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,403,153.89 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,610,799.19 114.7984% 3 35-0524595 MOHR CONSTRUCTION CO $ 1,696,457.15 120.9031% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0524595 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |MOHR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 6225.00000 6225.00| 10779.17000 10779.17| 5200.00000 5200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1831.47000 14651.76| 1891.72000 15133.76| 2100.00000 16800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 70157.68000 70157.68| 66082.09000 66082.09| 80000.00000 80000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02260 1.000 EACH| 1201.36000 1201.36| 4624.08000 4624.08| 900.00000 900.00 TREE, 30 IN., REMOVE | | | 0005 202-02264 1.000 EACH| 1538.74000 1538.74| 4624.08000 4624.08| 950.00000 950.00 TREE, 42 IN., REMOVE | | | 0006 202-02271 2.000 EACH| 321.51000 643.02| 2381.19000 4762.38| 275.00000 550.00 HEADWALL, REMOVE | | | 0007 202-60820 117716.000 SYS | 0.43000 50617.88| 0.17000 20011.72| 0.24000 28251.84 SURFACE MILLING, ASPHALT | | | 0008 202-91922 2.000 EACH| 654.34000 1308.68| 760.51000 1521.02| 500.00000 1000.00 STUMP, REMOVE | | | 0009 203-02080 0.630 MILE| 13062.65000 8229.47| 16016.62000 10090.47| 10000.00000 6300.00 LINEAR GRADING | | | 0010 301-07448 6491.000 TON | 12.26000 79579.66| 13.18000 85551.38| 21.00000 136311.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 303-07449 1714.000 TON | 15.76000 27012.64| 20.34000 34862.76| 21.60000 37022.40 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 159.300 TON | 123.80000 19721.34| 158.32000 25220.38| 73.75000 11748.38 HMA PATCHING, TYPE B | | | 0013 304-07508 6491.000 TON | 39.49000 256329.59| 46.05000 298910.55| 44.75000 290472.25 WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0014 401-06264 LUMP| 2683.14000 2683.14| 6261.83000 6261.83| 5995.00000 5995.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,009,999.98 ROUTE : SR 75 CALL ORDER : 270 CONTRACT ID : RS-25965-A COUNTIES : CLINTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0524595 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |MOHR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07321 11261.000 TON | 30.38000 342109.18| 32.92000 370712.12| 37.90000 426791.90 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0016 401-07356 10667.000 TON | 27.91000 297715.97| 31.74000 338570.58| 36.40000 388278.80 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0017 402-07451 650.000 TON | 36.28000 23582.00| 63.81000 41476.50| 58.00000 37700.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0018 404-05514 11654.000 SYS | 3.21000 37409.34| 5.66000 65961.64| 2.10000 24473.40 SEAL COAT, 5 | | | 0019 405-05517 28.680 TON | 241.77000 6933.96| 467.06000 13395.28| 351.00000 10066.68 ASPHALT FOR PRIME COAT | | | 0020 406-05520 87.720 TON | 163.25000 14320.29| 179.31000 15729.07| 195.00000 17105.40 ASPHALT FOR TACK COAT | | | 0021 604-06069 11.000 SYS | 94.73000 1042.03| 102.51000 1127.61| 50.00000 550.00 CURB RAMP, CONCRETE , TYPE B | | | 0022 605-06140 97.000 LFT | 49.86000 4836.42| 35.47000 3440.59| 30.00000 2910.00 CURB AND GUTTER, CONCRETE | | | 0023 608-04395 10.000 TON | 280.94000 2809.40| 193.63000 1936.30| 55.00000 550.00 AGGREGATE FOR SHOULDER DRAINS | | | 0024 610-07487 501.000 TON | 63.67000 31898.67| 86.72000 43446.72| 83.30000 41733.30 HMA FOR APPROACHES, TYPE B | | | 0025 611-03319 23.770 SYS | 152.16000 3616.84| 101.18000 2405.05| 50.00000 1188.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 6 IN. | | | 0026 615-06505 25.000 EACH| 679.30000 16982.50| 377.56000 9439.00| 1096.00000 27400.00 MONUMENT, B | | | 0027 621-06559 2000.000 SYS | 1.20000 2400.00| 0.82000 1640.00| 0.88000 1760.00 MULCHED SEEDING, R | | | 0028 715-05756 32.000 LFT | 124.32000 3978.24| 69.03000 2208.96| 75.00000 2400.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0029 715-46000 6.000 EACH| 76.35000 458.10| 202.30000 1213.80| 250.00000 1500.00 PIPE END SECTION, 12 IN. | | | 0030 720-44000 3.000 EACH| 1124.64000 3373.92| 724.38000 2173.14| 282.00000 846.00 CASTING, ADJUST TO GRADE | | | 0031 801-06203 9762.000 LFT | 0.81000 7907.22| 0.50000 4881.00| 0.75000 7321.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 4881.000 LFT | 1.02000 4978.62| 1.05000 5125.05| 1.00000 4881.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 36.000 EACH| 65.00000 2340.00| 65.00000 2340.00| 53.50000 1926.00 CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 18991.63000 18991.63| 57582.79000 57582.79| 42610.00000 42610.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,009,999.98 ROUTE : SR 75 CALL ORDER : 270 CONTRACT ID : RS-25965-A COUNTIES : CLINTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0524595 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |MOHR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 802-76055 600.000 LFT | 4.00000 2400.00| 7.25000 4350.00| 7.76000 4656.00 SIGN POST, A | | | 0036 808-06712 6781.000 LFT | 0.08000 542.48| 0.08000 542.48| 0.08000 542.48 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0037 808-06713 94981.000 LFT | 0.08000 7598.48| 0.08000 7598.48| 0.08000 7598.48 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-06714 57643.000 LFT | 0.08000 4611.44| 0.08000 4611.44| 0.08000 4611.44 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0039 808-75297 68.000 LFT | 3.00000 204.00| 3.00000 204.00| 3.30000 224.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75996 1029.000 EACH| 5.60000 5762.40| 1.00000 1029.00| 3.00000 3087.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-97323 360.000 LFT | 2.80000 1008.00| 2.80000 1008.00| 2.30000 828.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0042 601-94689 4.000 EACH| 2614.78000 10459.12| 3940.47000 15761.88| 2386.00000 9544.00 GUARDRAIL END TREATMENT, OS | | | 0043 715-05118 24.000 LFT | 124.32000 2983.68| 102.21000 2453.04| 78.00000 1872.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | SECTION TOTALS | $ 1,403,153.89| $ 1,610,799.19| $ 1,696,457.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,403,153.89| $ 1,610,799.19| $ 1,696,457.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,272,190.65 ROUTE : 135 CALL ORDER : 280 CONTRACT ID : RS-26100-A COUNTIES : BROWN MORGAN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 141700H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,041,725.00 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,207,725.03 115.9351% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,274,641.98 122.3587% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,279,804.92 122.8543% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1418333 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1275.00000 7650.00| 2100.00000 12600.00| 1200.00000 7200.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 49250.00000 49250.00| 31500.00000 31500.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 230507.800 SYS | 0.11000 25355.86| 0.60000 138304.68| 0.60000 138304.68 SURFACE MILLING, ASPHALT | | | 0004 303-52308 2518.600 TON | 17.00000 42816.20| 20.25000 51001.65| 22.00000 55409.20 COMPACTED AGGREGATE, O, 53 | | | 0005 304-07490 100.000 TON | 125.00000 12500.00| 200.00000 20000.00| 155.00000 15500.00 HMA PATCHING, TYPE B | | | 0006 401-07327 18308.100 TON | 36.65000 670991.87| 36.25000 663668.63| 40.50000 741478.05 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0007 402-07451 50.000 TON | 80.00000 4000.00| 85.00000 4250.00| 80.00000 4000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0008 406-05520 80.500 TON | 185.00000 14892.50| 200.00000 16100.00| 200.00000 16100.00 ASPHALT FOR TACK COAT | | | 0009 610-07487 1563.000 TON | 77.00000 120351.00| 73.00000 114099.00| 85.00000 132855.00 HMA FOR APPROACHES, TYPE B | | | 0010 801-06203 34562.000 LFT | 0.09000 3110.58| 0.95000 32833.90| 0.25000 8640.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 78.000 EACH| 65.00000 5070.00| 63.30000 4937.40| 100.00000 7800.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 21408.37000 21408.37| 57000.00000 57000.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0013 805-78470 1250.000 LFT | 0.53000 662.50| 0.11000 137.50| 0.85000 1062.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0014 805-78510 125.000 LFT | 1.58000 197.50| 0.52000 65.00| 2.25000 281.25 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,272,190.65 ROUTE : 135 CALL ORDER : 280 CONTRACT ID : RS-26100-A COUNTIES : BROWN MORGAN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1418333 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-78795 400.000 LFT | 9.05000 3620.00| 6.60000 2640.00| 11.00000 4400.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0016 808-04298 2.000 EACH| 465.00000 930.00| 235.00000 470.00| 385.00000 770.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0017 808-05929 150.000 LFT | 0.74000 111.00| 1.00000 150.00| 0.85000 127.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0018 808-06712 8235.000 LFT | 0.11000 905.85| 0.08000 658.80| 0.10000 823.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 138248.000 LFT | 0.08000 11059.84| 0.08000 11059.84| 0.10000 13824.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 79634.000 LFT | 0.08000 6370.72| 0.08000 6370.72| 0.10000 7963.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 170.000 LFT | 4.32000 734.40| 3.05000 518.50| 3.30000 561.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75320 15.000 EACH| 50.50000 757.50| 44.30000 664.50| 70.00000 1050.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0023 808-75325 3.000 EACH| 63.25000 189.75| 50.25000 150.75| 385.00000 1155.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0024 808-75994 1636.000 EACH| 0.11000 179.96| 0.11000 179.96| 0.10000 163.60 PRISMATIC REFLECTOR | | | 0025 808-75996 1636.000 EACH| 6.20000 10143.20| 5.25000 8589.00| 7.00000 11452.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 1636.000 EACH| 17.40000 28466.40| 18.20000 29775.20| 20.00000 32720.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | MODIFIED | | | SECTION TOTALS | $ 1,041,725.00| $ 1,207,725.03| $ 1,274,641.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,041,725.00| $ 1,207,725.03| $ 1,274,641.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,272,190.65 ROUTE : 135 CALL ORDER : 280 CONTRACT ID : RS-26100-A COUNTIES : BROWN MORGAN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 2400.00000 14400.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 21600.00000 21600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 230507.800 SYS | 0.59000 135999.60| | SURFACE MILLING, ASPHALT | | | 0004 303-52308 2518.600 TON | 20.50000 51631.30| | COMPACTED AGGREGATE, O, 53 | | | 0005 304-07490 100.000 TON | 125.00000 12500.00| | HMA PATCHING, TYPE B | | | 0006 401-07327 18308.100 TON | 42.50000 778094.25| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0007 402-07451 50.000 TON | 47.75000 2387.50| | HMA, TYPE B, WEDGE AND LEVEL | | | 0008 406-05520 80.500 TON | 170.00000 13685.00| | ASPHALT FOR TACK COAT | | | 0009 610-07487 1563.000 TON | 73.00000 114099.00| | HMA FOR APPROACHES, TYPE B | | | 0010 801-06203 34562.000 LFT | 0.80000 27649.60| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 78.000 EACH| 64.00000 4992.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 30496.46000 30496.46| | MAINTAINING TRAFFIC | | | 0013 805-78470 1250.000 LFT | 0.80000 1000.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0014 805-78510 125.000 LFT | 2.15000 268.75| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0015 805-78795 400.000 LFT | 10.75000 4300.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0016 808-04298 2.000 EACH| 240.00000 480.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0017 808-05929 150.000 LFT | 1.00000 150.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0018 808-06712 8235.000 LFT | 0.10000 823.50| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 138248.000 LFT | 0.08000 11059.84| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,272,190.65 ROUTE : 135 CALL ORDER : 280 CONTRACT ID : RS-26100-A COUNTIES : BROWN MORGAN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06714 79634.000 LFT | 0.08000 6370.72| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 170.000 LFT | 3.10000 527.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75320 15.000 EACH| 45.00000 675.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0023 808-75325 3.000 EACH| 51.00000 153.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0024 808-75994 1636.000 EACH| 4.50000 7362.00| | PRISMATIC REFLECTOR | | | 0025 808-75996 1636.000 EACH| 5.40000 8834.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 1636.000 EACH| 18.50000 30266.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | MODIFIED | | | SECTION TOTALS | $ 1,279,804.92| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,279,804.92| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,133.80 ROUTE : 46 CALL ORDER : 290 CONTRACT ID : RS-26159-A COUNTIES : OWEN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0621OOH SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 458,093.21 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 523,992.42 114.3855% 3 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 607,279.53 132.5668% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-2126716 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1000.00000 6000.00| 2000.00000 12000.00| 1376.55000 8259.30 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 13750.00000 13750.00| 26200.00000 26200.00| 8400.00000 8400.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 103689.900 SYS | 0.16000 16590.38| 0.70000 72582.93| 0.82000 85025.72 SURFACE MILLING, ASPHALT | | | 0004 303-52308 200.000 TON | 24.00000 4800.00| 21.00000 4200.00| 18.41000 3682.00 COMPACTED AGGREGATE, O, 53 | | | 0005 304-07490 50.000 TON | 100.00000 5000.00| 100.00000 5000.00| 113.94000 5697.00 HMA PATCHING, TYPE B | | | 0006 401-07328 8043.400 TON | 38.00000 305649.20| 36.50000 293584.10| 47.20000 379648.48 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0007 402-07451 50.000 TON | 100.00000 5000.00| 40.00000 2000.00| 72.41000 3620.50 HMA, TYPE B, WEDGE AND LEVEL | | | 0008 406-05520 35.600 TON | 110.00000 3916.00| 0.01000 0.36| 205.80000 7326.48 ASPHALT FOR TACK COAT | | | 0009 610-07487 771.830 TON | 67.00000 51712.61| 60.00000 46309.80| 89.95000 69426.11 HMA FOR APPROACHES, TYPE B | | | 0010 801-06203 7390.750 LFT | 0.22000 1625.97| 1.25000 9238.44| 0.51000 3769.28 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 49.000 EACH| 70.00000 3430.00| 70.00000 3430.00| 66.68000 3267.32 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 11000.00000 11000.00| 25200.00000 25200.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0013 808-06712 2866.000 LFT | 0.10000 286.60| 0.08000 229.28| 0.09000 257.94 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 59126.000 LFT | 0.10000 5912.60| 0.08000 4730.08| 0.09000 5321.34 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,133.80 ROUTE : 46 CALL ORDER : 290 CONTRACT ID : RS-26159-A COUNTIES : OWEN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-2126716 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 38345.000 LFT | 0.10000 3834.50| 0.08000 3067.60| 0.09000 3451.05 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75297 48.000 LFT | 4.50000 216.00| 4.50000 216.00| 4.46000 214.08 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0017 808-75320 6.000 EACH| 110.00000 660.00| 56.00000 336.00| 63.00000 378.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0018 808-75994 667.000 EACH| 4.05000 2701.35| 0.09000 60.03| 0.11000 73.37 PRISMATIC REFLECTOR | | | 0019 808-75996 667.000 EACH| 4.50000 3001.50| 5.40000 3601.80| 5.78000 3855.26 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 667.000 EACH| 19.50000 13006.50| 18.00000 12006.00| 18.90000 12606.30 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 458,093.21| $ 523,992.42| $ 607,279.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 458,093.21| $ 523,992.42| $ 607,279.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,524,296.18 ROUTE : 234 CALL ORDER : 310 CONTRACT ID : RS-26372-A COUNTIES : HANCOCK LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 543000D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,180,625.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,308,346.78 110.8181% 3 31-4351261 SHELLY & SANDS, INC. $ 1,344,993.15 113.9221% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,455,625.00 123.2927% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 31-4351261 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I|SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 8500.00000 8500.00| 4171.30000 4171.30 CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 3000.00000 6000.00| 1500.00000 3000.00| 3048.26000 6096.52 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 59000.00000 59000.00| 64500.00000 64500.00| 67000.00000 67000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 11391.000 SYS | 1.00000 11391.00| 0.55000 6265.05| 1.73000 19706.43 SURFACE MILLING, ASPHALT , 1" | | | 0005 213-04324 10.500 CYS | 250.00000 2625.00| 287.87000 3022.64| 270.51000 2840.36 FLOWABLE FILL , FILL PIPE @ STA. 0+43 | | | 0006 303-01180 664.000 TON | 25.00000 16600.00| 20.00000 13280.00| 18.03000 11971.92 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 1154.000 TON | 50.00000 57700.00| 50.00000 57700.00| 51.00000 58854.00 HMA PATCHING, TYPE B | | | 0008 401-07321 11880.000 TON | 33.00000 392040.00| 40.50000 481140.00| 31.00000 368280.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0009 401-07356 11880.000 TON | 32.00000 380160.00| 34.09000 404989.20| 32.00000 380160.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0010 406-05520 74.000 TON | 185.00000 13690.00| 150.00000 11100.00| 200.00000 14800.00 ASPHALT FOR TACK COAT | | | 0011 610-07487 5182.000 TON | 35.00000 181370.00| 42.00000 217644.00| 71.75000 371808.50 HMA FOR APPROACHES, TYPE B | | | 0012 801-06203 5100.000 LFT | 0.60000 3060.00| 0.65000 3315.00| 0.80000 4080.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 5100.000 LFT | 1.14000 5814.00| 0.67000 3417.00| 0.80000 4080.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,524,296.18 ROUTE : 234 CALL ORDER : 310 CONTRACT ID : RS-26372-A COUNTIES : HANCOCK LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 31-4351261 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I|SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06640 29.000 EACH| 70.00000 2030.00| 72.50000 2102.50| 74.87000 2171.23 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 41030.44000 41030.44| 25000.00000 25000.00| 25565.77000 25565.77 MAINTAINING TRAFFIC | | | 0016 808-06712 9545.000 LFT | 0.10000 954.50| 0.08000 763.60| 0.11000 1049.95 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 1234.000 LFT | 0.15000 185.10| 0.21000 259.14| 0.16000 197.44 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 12819.000 LFT | 0.09000 1153.71| 0.08000 1025.52| 0.10000 1281.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75297 182.500 LFT | 4.50000 821.25| 7.25000 1323.13| 4.81000 877.83 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 1,180,625.00| $ 1,308,346.78| $ 1,344,993.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,180,625.00| $ 1,308,346.78| $ 1,344,993.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,524,296.18 ROUTE : 234 CALL ORDER : 310 CONTRACT ID : RS-26372-A COUNTIES : HANCOCK LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4100.00000 4100.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 2200.00000 4400.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 74799.86000 74799.86| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 11391.000 SYS | 1.10000 12530.10| | SURFACE MILLING, ASPHALT , 1" | | | 0005 213-04324 10.500 CYS | 140.00000 1470.00| | FLOWABLE FILL , FILL PIPE @ STA. 0+43 | | | 0006 303-01180 664.000 TON | 32.00000 21248.00| | COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 1154.000 TON | 74.00000 85396.00| | HMA PATCHING, TYPE B | | | 0008 401-07321 11880.000 TON | 38.00000 451440.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0009 401-07356 11880.000 TON | 33.00000 392040.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0010 406-05520 74.000 TON | 200.00000 14800.00| | ASPHALT FOR TACK COAT | | | 0011 610-07487 5182.000 TON | 64.00000 331648.00| | HMA FOR APPROACHES, TYPE B | | | 0012 801-06203 5100.000 LFT | 1.00000 5100.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 5100.000 LFT | 1.20000 6120.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 29.000 EACH| 74.00000 2146.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 45000.00000 45000.00| | MAINTAINING TRAFFIC | | | 0016 808-06712 9545.000 LFT | 0.11000 1049.95| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 1234.000 LFT | 0.16000 197.44| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 12819.000 LFT | 0.10000 1281.90| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75297 182.500 LFT | 4.70000 857.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,524,296.18 ROUTE : 234 CALL ORDER : 310 CONTRACT ID : RS-26372-A COUNTIES : HANCOCK LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,455,625.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,455,625.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,677,748.91 ROUTE : 2 CALL ORDER : 320 CONTRACT ID : RS-26533-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 206300C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,562,169.83 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 3,830,231.13 107.5252% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1400.00000 12600.00| 2200.00000 19800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 165000.00000 165000.00| 192000.00000 192000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 9664.500 LFT | 1.30000 12563.85| 1.30000 12563.85| GUARDRAIL, REMOVE | | | 0005 202-02772 1.000 EACH| 235.00000 235.00| 100.00000 100.00| CASTING, REMOVE | | | 0006 202-60820 306280.000 SYS | 0.04000 12251.20| 0.38000 116386.40| SURFACE MILLING, ASPHALT | | | 0007 202-86946 2.000 EACH| 200.00000 400.00| 200.00000 400.00| HANDHOLE, REMOVE | | | 0008 202-90277 2.000 EACH| 150.00000 300.00| 150.00000 300.00| DETECTOR HOUSING, REMOVE | | | 0009 202-93741 23.000 EACH| 130.00000 2990.00| 130.00000 2990.00| GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02000 400.000 CYS | 1.00000 400.00| 15.00000 6000.00| EXCAVATION, COMMON | | | 0011 203-02070 1500.000 CYS | 3.00000 4500.00| 14.00000 21000.00| BORROW | | | 0012 203-02080 1.000 MILE| 5800.00000 5800.00| 12000.00000 12000.00| LINEAR GRADING | | | 0013 303-04075 5600.000 TON | 12.00000 67200.00| 11.50000 64400.00| COMPACTED AGGREGATE, O, 73 | | | 0014 304-07491 380.000 TON | 45.00000 17100.00| 90.00000 34200.00| HMA PATCHING, TYPE C | | | 0015 304-07524 300.000 TON | 50.00000 15000.00| 40.00000 12000.00| WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,677,748.91 ROUTE : 2 CALL ORDER : 320 CONTRACT ID : RS-26533-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-06264 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0017 401-07320 3800.000 TON | 35.00000 133000.00| 32.50000 123500.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0018 401-07322 25500.000 TON | 29.00000 739500.00| 32.50000 828750.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0019 401-07389 5100.000 TON | 32.00000 163200.00| 25.00000 127500.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0020 401-07392 48000.000 TON | 26.00000 1248000.00| 25.10000 1204800.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0021 401-07408 575.000 TON | 28.00000 16100.00| 34.00000 19550.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0022 406-05520 195.000 TON | 220.00000 42900.00| 215.00000 41925.00| ASPHALT FOR TACK COAT | | | 0023 506-06333 400.000 SYS | 80.00000 32000.00| 80.00000 32000.00| PCCP PATCHING, FULL DEPTH | | | 0024 601-01700 15.000 EACH| 1600.00000 24000.00| 1600.00000 24000.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-01701 11.000 EACH| 1500.00000 16500.00| 1500.00000 16500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-01740 5.000 EACH| 1600.00000 8000.00| 1600.00000 8000.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0027 601-01839 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0028 601-01846 3.000 EACH| 1400.00000 4200.00| 1400.00000 4200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-01848 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0030 601-02625 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED | | | 0031 601-03578 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED TYPE 1 | | | 0032 601-05071 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,677,748.91 ROUTE : 2 CALL ORDER : 320 CONTRACT ID : RS-26533-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-05999 17.000 EACH| 30.00000 510.00| 30.00000 510.00| CURVED TERMINAL END | | | 0034 601-94689 16.000 EACH| 1900.00000 30400.00| 1900.00000 30400.00| GUARDRAIL END TREATMENT, OS | | | 0035 601-94690 8.000 EACH| 2900.00000 23200.00| 2900.00000 23200.00| GUARDRAIL END TREATMENT, MS | | | 0036 601-97774 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-97803 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 22255.250 LFT | 8.32000 185163.68| 8.32000 185163.68| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 601-99106 200.000 LFT | 15.30000 3060.00| 15.30000 3060.00| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0040 601-99108 375.000 LFT | 14.30000 5362.50| 14.30000 5362.50| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0041 606-07484 132752.000 LFT | 0.07000 9292.64| 0.14000 18585.28| MILLED HMA SHOULDER CORRUGATIONS | | | 0042 610-07488 6500.000 TON | 30.00000 195000.00| 32.50000 211250.00| HMA FOR APPROACHES, TYPE C | | | 0043 611-95023 1.000 EACH| 80.00000 80.00| 200.00000 200.00| MAILBOX ASSEMBLY, RESET AND RELOCATE | | | 0044 612-04315 150.000 TON | 700.00000 105000.00| 700.00000 105000.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0045 612-05081 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0046 612-60410 2350.000 EACH| 5.50000 12925.00| 5.50000 12925.00| DRILLED HOLE FOR UNDERSEAL | | | 0047 615-06527 3.000 EACH| 195.00000 585.00| 237.41000 712.23| MONUMENT, SECTION CORNER | | | 0048 621-06559 3000.000 SYS | 0.90000 2700.00| 0.90000 2700.00| MULCHED SEEDING, R | | | 0049 720-44015 1.000 EACH| 595.00000 595.00| 400.00000 400.00| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0050 801-06203 5600.000 LFT | 0.50000 2800.00| 0.20000 1120.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 5600.000 LFT | 1.20000 6720.00| 1.00000 5600.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,677,748.91 ROUTE : 2 CALL ORDER : 320 CONTRACT ID : RS-26533-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06640 87.000 EACH| 78.00000 6786.00| 78.00000 6786.00| CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 20000.00000 20000.00| 86000.00000 86000.00| MAINTAINING TRAFFIC | | | 0054 804-04435 26.000 EACH| 1.15000 29.90| 15.00000 390.00| DELINEATOR POST, REMOVE | | | 0055 804-06771 456.000 EACH| 19.00000 8664.00| 18.59000 8477.04| DELINEATOR POST, FLEXIBLE | | | 0056 805-01836 700.000 LFT | 0.65000 455.00| 0.65000 455.00| SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0057 805-01842 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| HANDHOLE, SIGNAL | | | 0058 805-06595 260.000 LFT | 7.00000 1820.00| 7.00000 1820.00| CONDUIT, PVC, 2 IN. | | | 0059 805-06974 LUMP| 72000.00000 72000.00| 72000.00000 72000.00| WIM STATION, 4 LANE PIEZO | | | 0060 805-78510 1200.000 LFT | 0.75000 900.00| 0.75000 900.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0061 805-78746 38.000 LFT | 16.00000 608.00| 16.00000 608.00| PREFORMED LOOP DETECTORS | | | 0062 805-78785 2.000 EACH| 450.00000 900.00| 450.00000 900.00| SIGNAL DETECTOR HOUSING | | | 0063 805-78795 1824.000 LFT | 7.85000 14318.40| 7.85000 14318.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0064 805-95524 2.000 EACH| 325.00000 650.00| 325.00000 650.00| HANDHOLE COVER | | | 0065 807-98690 5.000 EACH| 350.00000 1750.00| 350.00000 1750.00| HANDHOLE ADJUSTED TO GRADE | | | 0066 808-06701 19800.000 LFT | 0.23000 4554.00| 0.23000 4554.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0067 808-06703 84000.000 LFT | 0.23000 19320.00| 0.23000 19320.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0068 808-75245 78200.000 LFT | 0.23000 17986.00| 0.23000 17986.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0069 808-75278 320.000 LFT | 1.60000 512.00| 1.60000 512.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0070 808-75297 270.000 LFT | 3.15000 850.50| 3.15000 850.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,677,748.91 ROUTE : 2 CALL ORDER : 320 CONTRACT ID : RS-26533-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-75320 14.000 EACH| 60.25000 843.50| 60.25000 843.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0072 808-75325 11.000 EACH| 87.25000 959.75| 87.25000 959.75| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0073 808-75996 1237.000 EACH| 4.43000 5479.91| 4.00000 4948.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 1237.000 EACH| 17.00000 21029.00| 17.00000 21029.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0075 808-92027 2400.000 LFT | 1.05000 2520.00| 1.05000 2520.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 3,562,169.83| $ 3,830,231.13| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,562,169.83| $ 3,830,231.13| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,958,342.00 ROUTE : SR 130 CALL ORDER : 330 CONTRACT ID : RS-26536-A COUNTIES : LAKE PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4464006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 975,334.65 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,032,511.75 105.8623% 3 35-1035700 BUCKO CONSTRUCTION $ 1,299,524.08 133.2387% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 900.00000 900.00| 5000.00000 5000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 48800.00000 48800.00| 40200.00000 40200.00| 64026.00000 64026.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 134120.000 SYS | 0.33000 44259.60| 0.40000 53648.00| 0.75000 100590.00 SURFACE MILLING, ASPHALT | | | 0005 303-04075 18880.000 TON | 2.65000 50032.00| 0.01000 188.80| 12.00000 226560.00 COMPACTED AGGREGATE, O, 73 | | | 0006 304-07490 230.000 TON | 95.00000 21850.00| 40.00000 9200.00| 90.00000 20700.00 HMA PATCHING, TYPE B | | | 0007 401-06264 LUMP| 3500.00000 3500.00| 3000.00000 3000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0008 401-07321 8744.000 TON | 32.00000 279808.00| 38.00000 332272.00| 33.70000 294672.80 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0009 401-07371 11601.000 TON | 26.20000 303946.20| 33.00000 382833.00| 29.45000 341649.45 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0010 401-07407 1165.000 TON | 32.00000 37280.00| 33.00000 38445.00| 32.00000 37280.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0011 406-05520 65.000 TON | 250.00000 16250.00| 100.00000 6500.00| 400.00000 26000.00 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1200.00000 4800.00| 1150.00000 4600.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-94689 4.000 EACH| 1900.00000 7600.00| 1860.00000 7440.00| 1900.00000 7600.00 GUARDRAIL END TREATMENT, OS | | | 0014 601-97774 1.000 EACH| 900.00000 900.00| 1000.00000 1000.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0015 601-99105 1084.000 LFT | 8.90000 9647.60| 9.00000 9756.00| 8.90000 9647.60 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,958,342.00 ROUTE : SR 130 CALL ORDER : 330 CONTRACT ID : RS-26536-A COUNTIES : LAKE PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-07487 878.000 TON | 45.90000 40300.20| 80.00000 70240.00| 47.00000 41266.00 HMA FOR APPROACHES, TYPE B | | | 0017 615-06527 4.000 EACH| 150.00000 600.00| 700.00000 2800.00| 425.00000 1700.00 MONUMENT, SECTION CORNER | | | 0018 720-44000 1.000 EACH| 275.00000 275.00| 250.00000 250.00| 275.00000 275.00 CASTING, ADJUST TO GRADE | | | 0019 801-06203 3836.000 LFT | 0.35000 1342.60| 0.35000 1342.60| 0.33000 1265.88 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 3836.000 LFT | 1.00000 3836.00| 1.25000 4795.00| 1.65000 6329.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 38.000 EACH| 73.00000 2774.00| 72.50000 2755.00| 72.50000 2755.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 30000.00000 30000.00| 1500.00000 1500.00| 28000.00000 28000.00 MAINTAINING TRAFFIC | | | 0023 808-06703 73600.000 LFT | 0.23000 16928.00| 0.23000 16928.00| 0.23000 16928.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0024 808-75240 7830.000 LFT | 0.23000 1800.90| 0.23000 1800.90| 0.23000 1800.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0025 808-75245 15895.000 LFT | 0.23000 3655.85| 0.23000 3655.85| 0.23000 3655.85 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0026 808-75996 1101.000 EACH| 2.90000 3192.90| 3.00000 3303.00| 6.40000 7046.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 1101.000 EACH| 17.00000 18717.00| 17.00000 18717.00| 17.00000 18717.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0028 105-07039 9.000 MOS | 1800.00000 16200.00| 600.00000 5400.00| 1500.00000 13500.00 FIELD OFFICE, B | | | 0029 105-04655 4.000 MOS | 320.00000 1280.00| 700.00000 2800.00| 250.00000 1000.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0030 202-02241 977.000 LFT | 4.40000 4298.80| 0.80000 781.60| 4.40000 4298.80 GUARDRAIL, REMOVE | | | 0031 202-93741 4.000 EACH| 140.00000 560.00| 340.00000 1360.00| 140.00000 560.00 GUARD RAIL END TREATMENT, REMOVE | | | SECTION TOTALS | $ 975,334.65| $ 1,032,511.75| $ 1,299,524.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 975,334.65| $ 1,032,511.75| $ 1,299,524.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,430,470.00 ROUTE : US 24 CALL ORDER : 340 CONTRACT ID : RS-26540-A COUNTIES : JASPER WHITE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1441032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,065,967.97 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,158,369.94 108.6683% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3924.37000 3924.37| 5428.32000 5428.32| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1801.76000 16215.84| 1913.62000 17222.58| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 53298.37000 53298.37| 45066.45000 45066.45| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 548.500 LFT | 1.90000 1042.15| 5.00000 2742.50| GUARDRAIL, REMOVE | | | 0005 202-02271 13.000 EACH| 187.21000 2433.73| 581.91000 7564.83| HEADWALL, REMOVE | | | 0006 202-02278 200.000 LFT | 0.01000 2.00| 6.74000 1348.00| CURB, CONCRETE, REMOVE | | | 0007 202-60820 77196.000 SYS | 0.44000 33966.24| 0.26000 20070.96| SURFACE MILLING, ASPHALT | | | 0008 202-93741 9.000 EACH| 321.12000 2890.08| 150.00000 1350.00| GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-98488 2.000 EACH| 1.00000 2.00| 339.13000 678.26| PIPE END SECTION, REMOVE | | | 0010 203-02070 200.000 CYS | 46.80000 9360.00| 8.26000 1652.00| BORROW | | | 0011 213-52830 20.000 CYS | 187.62000 3752.40| 156.83000 3136.60| FLOWABLE MORTAR | | | 0012 303-07449 4215.000 TON | 10.29000 43372.35| 11.07000 46660.05| COMPACTED AGGREGATE, NO. 73 | | | 0013 304-07490 400.000 TON | 119.41000 47764.00| 191.17000 76468.00| HMA PATCHING, TYPE B | | | 0014 401-06264 LUMP| 975.67000 975.67| 2267.32000 2267.32| PROFILOGRAPH, HMA | | | 0015 401-07322 6341.000 TON | 33.44000 212043.04| 35.16000 222949.56| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,430,470.00 ROUTE : US 24 CALL ORDER : 340 CONTRACT ID : RS-26540-A COUNTIES : JASPER WHITE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07372 13456.000 TON | 28.64000 385379.84| 32.09000 431803.04| QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0017 406-05520 40.000 TON | 176.38000 7055.20| 183.86000 7354.40| ASPHALT FOR TACK COAT | | | 0018 601-01700 2.000 EACH| 1635.00000 3270.00| 1600.00000 3200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0019 601-06854 2.000 EACH| 1900.00000 3800.00| 1700.00000 3400.00| GUARDRAIL, W-BEAM, NESTED | | | 0020 601-94689 7.000 EACH| 2103.46000 14724.22| 3295.29000 23067.03| GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 2.000 EACH| 950.00000 1900.00| 900.00000 1800.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 864.500 LFT | 9.40000 8126.30| 10.00000 8645.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 601-99132 2.000 EACH| 95.00000 190.00| 100.00000 200.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0024 610-07487 500.000 TON | 65.53000 32765.00| 73.58000 36790.00| HMA FOR APPROACHES, TYPE B | | | 0025 612-04315 80.500 TON | 750.00000 60375.00| 725.00000 58362.50| ASPHALT MATERIAL FOR UNDERSEAL | | | 0026 612-60410 1344.000 EACH| 7.50000 10080.00| 7.00000 9408.00| DRILLED HOLE FOR UNDERSEAL | | | 0027 615-06527 4.000 EACH| 900.00000 3600.00| 689.14000 2756.56| MONUMENT, SECTION CORNER | | | 0028 621-06559 250.000 SYS | 1.70000 425.00| 1.70000 425.00| MULCHED SEEDING, R | | | 0029 715-01354 500.000 LFT | 4.36000 2180.00| 9.75000 4875.00| CLEAN EXISTING PIPE | | | 0030 715-05121 570.000 LFT | 39.59000 22566.30| 43.03000 24527.10| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0031 715-46005 6.000 EACH| 412.54000 2475.24| 384.26000 2305.56| PIPE END SECTION, 15 IN. | | | 0032 715-46010 14.000 EACH| 243.18000 3404.52| 420.19000 5882.66| PIPE END SECTION, 18 IN. | | | 0033 715-46020 1.000 EACH| 537.93000 537.93| 636.14000 636.14| PIPE END SECTION, 24 IN. | | | 0034 720-45235 2.000 EACH| 1071.47000 2142.94| 4653.83000 9307.66| CATCH BASIN, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,430,470.00 ROUTE : US 24 CALL ORDER : 340 CONTRACT ID : RS-26540-A COUNTIES : JASPER WHITE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06203 4400.000 LFT | 0.74000 3256.00| 0.52000 2288.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0036 801-06207 4400.000 LFT | 0.96000 4224.00| 1.15000 5060.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06640 16.000 EACH| 90.00000 1440.00| 75.00000 1200.00| CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 42592.62000 42592.62| 38532.69000 38532.69| MAINTAINING TRAFFIC | | | 0039 804-06771 27.000 EACH| 23.00000 621.00| 25.00000 675.00| DELINEATOR POST, FLEXIBLE | | | 0040 808-06703 41544.000 LFT | 0.22000 9139.68| 0.27000 11216.88| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0041 808-75240 4888.000 LFT | 0.22000 1075.36| 0.27000 1319.76| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0042 808-75245 3339.000 LFT | 0.22000 734.58| 0.27000 901.53| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0043 808-75996 15.000 EACH| 8.00000 120.00| 15.00000 225.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 350.000 EACH| 17.50000 6125.00| 20.00000 7000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0045 621-01004 2.000 EACH| 300.00000 600.00| 300.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,065,967.97| $ 1,158,369.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,065,967.97| $ 1,158,369.94| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 786,935.70 ROUTE : 50 CALL ORDER : 350 CONTRACT ID : RS-26626-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0424054 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 619,999.85 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 6000.00000 6000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06906 4.000 MOS | 110.00000 440.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0003 110-01001 LUMP| 31000.00000 31000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 27.000 LFT | 3.25000 87.75| | GUARDRAIL, REMOVE | | | 0005 202-60820 80100.000 SYS | 0.40000 32040.00| | SURFACE MILLING, ASPHALT | | | 0006 202-93741 7.000 EACH| 155.00000 1085.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-91878 100.000 LFT | 18.00000 1800.00| | LINEAR DITCH GRADING | | | 0008 205-06932 30.000 LFT | 13.00000 390.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0009 303-07449 100.000 TON | 9.50000 950.00| | COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07491 1400.000 TON | 60.00000 84000.00| | HMA PATCHING, TYPE C | | | 0011 401-06264 LUMP| 3400.00000 3400.00| | PROFILOGRAPH, HMA | | | 0012 401-07329 6500.000 TON | 42.00000 273000.00| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0013 402-07452 150.000 TON | 44.00000 6600.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0014 405-05517 15.000 TON | 195.00000 2925.00| | ASPHALT FOR PRIME COAT | | | 0015 406-05520 22.000 TON | 195.00000 4290.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 786,935.70 ROUTE : 50 CALL ORDER : 350 CONTRACT ID : RS-26626-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-01846 1.000 EACH| 1800.00000 1800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0017 601-94689 7.000 EACH| 2250.00000 15750.00| | GUARDRAIL END TREATMENT, OS | | | 0018 610-07488 650.000 TON | 70.00000 45500.00| | HMA FOR APPROACHES, TYPE C | | | 0019 615-06525 1.000 EACH| 750.00000 750.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0020 616-02320 100.000 SYS | 5.50000 550.00| | GEOTEXTILES | | | 0021 616-06405 50.000 TON | 35.00000 1750.00| | RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 540.00000 540.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 100.000 SYS | 8.50000 850.00| | MULCHED SEEDING, R | | | 0024 801-06203 2250.000 LFT | 0.75000 1687.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 2250.000 LFT | 1.00000 2250.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 23.000 EACH| 90.00000 2070.00| | CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 23000.00000 23000.00| | MAINTAINING TRAFFIC | | | 0028 805-07307 LUMP| 55000.00000 55000.00| | WIM STATION, 2 LANE PIEZO | | | 0029 808-06712 2620.000 LFT | 0.09000 235.80| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0030 808-06713 46000.000 LFT | 0.09000 4140.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0031 808-06714 27820.000 LFT | 0.09000 2503.80| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0032 808-75297 20.000 LFT | 11.00000 220.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0033 808-75996 485.000 EACH| 7.00000 3395.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 786,935.70 ROUTE : 50 CALL ORDER : 350 CONTRACT ID : RS-26626-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75998 500.000 EACH| 20.00000 10000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 619,999.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 619,999.85| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 772,458.85 ROUTE : 231 CALL ORDER : 360 CONTRACT ID : RS-26644-A COUNTIES : OWEN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 043200Y SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 540,611.83 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 649,995.42 120.2332% 3 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 783,612.91 144.9492% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-2126716 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1000.00000 6000.00| 2000.00000 12000.00| 1376.55000 8259.30 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 16500.00000 16500.00| 32500.00000 32500.00| 10100.00000 10100.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 129247.170 SYS | 0.20000 25849.43| 0.70000 90473.02| 0.84000 108567.62 SURFACE MILLING, ASPHALT | | | 0004 304-07490 50.000 TON | 125.00000 6250.00| 100.00000 5000.00| 151.24000 7562.00 HMA PATCHING, TYPE B | | | 0006 402-07451 100.000 TON | 70.00000 7000.00| 40.00000 4000.00| 55.58000 5558.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0007 406-05520 387.350 TON | 12.00000 4648.20| 0.01000 3.87| 205.80000 79716.63 ASPHALT FOR TACK COAT | | | 0008 610-07487 635.920 TON | 67.00000 42606.64| 60.00000 38155.20| 90.76000 57716.10 HMA FOR APPROACHES, TYPE B | | | 0009 720-44000 2.000 EACH| 375.00000 750.00| 500.00000 1000.00| 742.24000 1484.48 CASTING, ADJUST TO GRADE | | | 0010 801-06203 7200.000 LFT | 0.22000 1584.00| 1.25000 9000.00| 0.45000 3240.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 39.000 EACH| 70.00000 2730.00| 70.00000 2730.00| 68.25000 2661.75 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 14500.00000 14500.00| 24400.00000 24400.00| 9591.00000 9591.00 MAINTAINING TRAFFIC | | | 0013 807-98690 1.000 EACH| 350.00000 350.00| 1000.00000 1000.00| 527.54000 527.54 HANDHOLE ADJUSTED TO GRADE | | | 0014 808-03439 26.000 LFT | 8.00000 208.00| 4.50000 117.00| 7.77000 202.02 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0015 808-06711 590.000 LFT | 0.09000 53.10| 0.14000 82.60| 0.13000 76.70 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 772,458.85 ROUTE : 231 CALL ORDER : 360 CONTRACT ID : RS-26644-A COUNTIES : OWEN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-2126716 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06712 3235.000 LFT | 0.09000 291.15| 1.00000 3235.00| 0.13000 420.55 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 57600.000 LFT | 0.09000 5184.00| 0.08000 4608.00| 0.09000 5184.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 40833.000 LFT | 0.09000 3674.97| 0.08000 3266.64| 0.09000 3674.97 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75072 1680.000 LFT | 2.75000 4620.00| 0.08000 134.40| 2.63000 4418.40 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0020 808-75074 300.000 LFT | 0.55000 165.00| 0.08000 24.00| 0.53000 159.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 8 IN. | | | 0021 808-75297 100.000 LFT | 8.00000 800.00| 5.40000 540.00| 7.77000 777.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75320 1.000 EACH| 110.00000 110.00| 85.00000 85.00| 105.00000 105.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0023 808-75325 1.000 EACH| 220.00000 220.00| 95.00000 95.00| 210.00000 210.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0024 808-75994 701.000 EACH| 0.10000 70.10| 0.09000 63.09| 0.11000 77.11 PRISMATIC REFLECTOR | | | 0025 808-75996 701.000 EACH| 4.00000 2804.00| 5.40000 3785.40| 6.20000 4346.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 701.000 EACH| 18.00000 12618.00| 18.00000 12618.00| 17.33000 12148.33 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0027 401-07328 10026.980 TON | 38.00000 381025.24| 40.00000 401079.20| 45.56000 456829.21 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | SECTION TOTALS | $ 540,611.83| $ 649,995.42| $ 783,612.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 540,611.83| $ 649,995.42| $ 783,612.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,000.00 ROUTE : US 421 CALL ORDER : 370 CONTRACT ID : RS-26677-A COUNTIES : BOONE CLINTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 135200K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 929,820.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,033,980.42 111.2022% 3 35-1139301 E & B PAVING, INC. $ 1,117,846.75 120.2218% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,119,885.00 120.4410% ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1600.00000 9600.00| 1759.71000 10558.26| 2100.00000 12600.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 36240.75000 36240.75| 50000.00000 50000.00| 46400.00000 46400.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 200.000 LFT | 3.00000 600.00| 2.90000 580.00| 2.75000 550.00 GUARDRAIL, REMOVE | | | 0004 202-60820 22550.000 SYS | 1.00000 22550.00| 1.05000 23677.50| 1.24000 27962.00 SURFACE MILLING, ASPHALT | | | 0005 202-93741 4.000 EACH| 350.00000 1400.00| 348.42000 1393.68| 330.00000 1320.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 301-07448 70.000 TON | 49.00000 3430.00| 15.84000 1108.80| 23.49000 1644.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 303-04075 5735.000 TON | 10.00000 57350.00| 15.00000 86025.00| 10.00000 57350.00 COMPACTED AGGREGATE, O, 73 FOR SHOUDLER | | | 0008 304-07490 453.000 TON | 53.00000 24009.00| 102.49000 46427.97| 125.00000 56625.00 HMA PATCHING, TYPE B | | | 0009 304-07523 85.000 TON | 67.00000 5695.00| 120.00000 10200.00| 67.00000 5695.00 WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 19 mm | | | 0010 401-06264 LUMP| 2000.00000 2000.00| 1055.82000 1055.82| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0011 401-07321 8410.000 TON | 34.00000 285940.00| 30.00000 252300.00| 42.00000 353220.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07390 8835.000 TON | 30.00000 265050.00| 29.00000 256215.00| 32.00000 282720.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0014 404-05514 17043.000 SYS | 1.75000 29825.25| 1.41000 24030.63| 2.50000 42607.50 SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,000.00 ROUTE : US 421 CALL ORDER : 370 CONTRACT ID : RS-26677-A COUNTIES : BOONE CLINTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 405-05518 310.000 SYS | 2.00000 620.00| 0.20000 62.00| 5.00000 1550.00 ASPHALT FOR PRIME COAT | | | 0016 406-05520 55.000 TON | 120.00000 6600.00| 197.97000 10888.35| 210.00000 11550.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1180.00000 4720.00| 1214.20000 4856.80| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-06035 350.000 LFT | 7.20000 2520.00| 7.50000 2625.00| 7.10000 2485.00 GUARDRAIL, RESET | | | 0019 601-94689 8.000 EACH| 1750.00000 14000.00| 1821.30000 14570.40| 1725.00000 13800.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 200.000 LFT | 10.20000 2040.00| 10.56000 2112.00| 10.00000 2000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 608-04395 50.000 TON | 50.00000 2500.00| 12.67000 633.50| 40.00000 2000.00 AGGREGATE FOR SHOULDER DRAINS | | | 0022 610-07487 800.000 TON | 39.00000 31200.00| 80.00000 64000.00| 60.00000 48000.00 HMA FOR APPROACHES, TYPE B | | | 0023 612-04315 20.000 TON | 750.00000 15000.00| 786.59000 15731.80| 800.00000 16000.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 330.000 EACH| 8.50000 2805.00| 8.87000 2927.10| 7.00000 2310.00 DRILLED HOLE FOR UNDERSEAL | | | 0025 720-44000 1.000 EACH| 400.00000 400.00| 316.75000 316.75| 500.00000 500.00 CASTING, ADJUST TO GRADE | | | 0026 801-06203 3620.000 LFT | 0.70000 2534.00| 0.71000 2570.20| 0.21000 760.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06207 2850.000 LFT | 0.80000 2280.00| 0.79000 2251.50| 1.58000 4503.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 34.000 EACH| 69.00000 2346.00| 70.79000 2406.86| 55.00000 1870.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 18490.00000 18490.00| 28844.95000 28844.95| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0030 805-02503 840.000 LFT | 1.00000 840.00| 0.32000 268.80| 0.30000 252.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0031 805-78795 300.000 LFT | 6.00000 1800.00| 9.50000 2850.00| 9.00000 2700.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0032 808-06712 7200.000 LFT | 0.10000 720.00| 0.08000 576.00| 0.07000 504.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0033 808-06713 50500.000 LFT | 0.10000 5050.00| 0.09000 4545.00| 0.07000 3535.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0034 808-06714 5000.000 LFT | 0.10000 500.00| 5.02000 25100.00| 0.07000 350.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,000.00 ROUTE : US 421 CALL ORDER : 370 CONTRACT ID : RS-26677-A COUNTIES : BOONE CLINTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75297 175.000 LFT | 5.00000 875.00| 0.89000 155.75| 3.75000 656.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75300 600.000 LFT | 0.90000 540.00| 5.02000 3012.00| 1.00000 600.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0037 808-75996 350.000 EACH| 5.00000 1750.00| 8.18000 2863.00| 4.65000 1627.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 402-07451 2000.000 TON | 33.00000 66000.00| 38.12000 76240.00| 44.00000 88000.00 HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 929,820.00| $ 1,033,980.42| $ 1,117,846.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 929,820.00| $ 1,033,980.42| $ 1,117,846.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,000.00 ROUTE : US 421 CALL ORDER : 370 CONTRACT ID : RS-26677-A COUNTIES : BOONE CLINTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 2200.00000 13200.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 55400.60000 55400.60| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 200.000 LFT | 2.80000 560.00| | GUARDRAIL, REMOVE | | | 0004 202-60820 22550.000 SYS | 1.00000 22550.00| | SURFACE MILLING, ASPHALT | | | 0005 202-93741 4.000 EACH| 340.00000 1360.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0006 301-07448 70.000 TON | 75.00000 5250.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 303-04075 5735.000 TON | 15.00000 86025.00| | COMPACTED AGGREGATE, O, 73 FOR SHOUDLER | | | 0008 304-07490 453.000 TON | 75.00000 33975.00| | HMA PATCHING, TYPE B | | | 0009 304-07523 85.000 TON | 75.00000 6375.00| | WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 19 mm | | | 0010 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0011 401-07321 8410.000 TON | 37.00000 311170.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07390 8835.000 TON | 32.00000 282720.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0014 404-05514 17043.000 SYS | 3.00000 51129.00| | SEAL COAT, 5 | | | 0015 405-05518 310.000 SYS | 2.00000 620.00| | ASPHALT FOR PRIME COAT | | | 0016 406-05520 55.000 TON | 200.00000 11000.00| | ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-06035 350.000 LFT | 7.50000 2625.00| | GUARDRAIL, RESET | | | 0019 601-94689 8.000 EACH| 1800.00000 14400.00| | GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 200.000 LFT | 10.50000 2100.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 370 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,000.00 ROUTE : US 421 CALL ORDER : 370 CONTRACT ID : RS-26677-A COUNTIES : BOONE CLINTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 608-04395 50.000 TON | 100.00000 5000.00| | AGGREGATE FOR SHOULDER DRAINS | | | 0022 610-07487 800.000 TON | 74.00000 59200.00| | HMA FOR APPROACHES, TYPE B | | | 0023 612-04315 20.000 TON | 745.00000 14900.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 330.000 EACH| 8.40000 2772.00| | DRILLED HOLE FOR UNDERSEAL | | | 0025 720-44000 1.000 EACH| 950.00000 950.00| | CASTING, ADJUST TO GRADE | | | 0026 801-06203 3620.000 LFT | 1.00000 3620.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06207 2850.000 LFT | 1.20000 3420.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 34.000 EACH| 70.00000 2380.00| | CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 28000.00000 28000.00| | MAINTAINING TRAFFIC | | | 0030 805-02503 840.000 LFT | 0.31000 260.40| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0031 805-78795 300.000 LFT | 9.40000 2820.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0032 808-06712 7200.000 LFT | 0.09000 648.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0033 808-06713 50500.000 LFT | 0.08000 4040.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0034 808-06714 5000.000 LFT | 0.09000 450.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0035 808-75297 175.000 LFT | 5.00000 875.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75300 600.000 LFT | 0.90000 540.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0037 808-75996 350.000 EACH| 5.00000 1750.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 402-07451 2000.000 TON | 40.00000 80000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 1,119,885.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,119,885.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 372 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,398,373.25 ROUTE : 59 CALL ORDER : 372 CONTRACT ID : RS-26678-A COUNTIES : CLAY LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/25/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0571023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,348,878.79 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2535.67000 2535.67| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1376.55000 9635.85| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 107000.00000 107000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 170804.000 SYS | 0.73000 124686.92| | SURFACE MILLING, ASPHALT | | | 0005 303-01180 200.000 TON | 24.15000 4830.00| | COMPACTED AGGREGATE, NO. 53 | | | 0006 303-04075 3800.000 TON | 16.48000 62624.00| | COMPACTED AGGREGATE, O, 73 | | | 0007 304-07490 1250.000 TON | 145.10000 181375.00| | HMA PATCHING, TYPE B | | | 0008 304-07493 100.000 TON | 145.09000 14509.00| | WIDENING WITH HMA, TYPE B | | | 0009 401-06264 LUMP| 8595.47000 8595.47| | PROFILOGRAPH, HMA | | | 0010 401-07328 13876.000 TON | 46.28000 642181.28| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0011 402-07451 500.000 TON | 42.08000 21040.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0012 401-07379 18470.000 TON | 39.46000 728826.20| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0013 404-05514 29289.000 SYS | 2.08000 60921.12| | SEAL COAT, 5 | | | 0014 406-05520 86.000 TON | 205.80000 17698.80| | ASPHALT FOR TACK COAT | | | 0015 506-06333 120.000 SYS | 170.14000 20416.80| | PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 372 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,398,373.25 ROUTE : 59 CALL ORDER : 372 CONTRACT ID : RS-26678-A COUNTIES : CLAY LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 608-04395 20.000 TON | 78.69000 1573.80| | AGGREGATE FOR SHOULDER DRAINS | | | 0017 610-07487 1505.000 TON | 109.97000 165504.85| | HMA FOR APPROACHES, TYPE B | | | 0018 615-06500 15.000 EACH| 903.00000 13545.00| | MONUMENT, A | | | 0019 615-06505 14.000 EACH| 903.00000 12642.00| | MONUMENT, B | | | 0020 615-06525 2.000 EACH| 840.00000 1680.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0021 801-06203 9181.000 LFT | 0.84000 7712.04| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 4591.000 LFT | 1.46000 6702.86| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 45.000 EACH| 76.65000 3449.25| | CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 60000.00000 60000.00| | MAINTAINING TRAFFIC | | | 0025 808-03002 1000.000 LFT | 0.44000 440.00| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0026 808-03631 6316.000 LFT | 0.44000 2779.04| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0027 808-03632 361.000 LFT | 1.47000 530.67| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0028 808-04896 69.000 LFT | 1.47000 101.43| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0029 808-06703 89695.000 LFT | 0.23000 20629.85| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0030 808-74805 60.000 LFT | 13.13000 787.80| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0031 808-74807 10.000 EACH| 105.00000 1050.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0032 808-74808 6.000 EACH| 150.94000 905.64| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0033 808-75240 8042.000 LFT | 0.23000 1849.66| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 372 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,398,373.25 ROUTE : 59 CALL ORDER : 372 CONTRACT ID : RS-26678-A COUNTIES : CLAY LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75245 41222.000 LFT | 0.23000 9481.06| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0035 808-75297 140.000 LFT | 3.26000 456.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75320 4.000 EACH| 78.75000 315.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75996 851.000 EACH| 8.13000 6918.63| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 201-01015 LUMP| 6036.91000 6036.91| | CLEARING AND GRUBBING | | | 0039 201-02858 500.000 LFT | 19.12000 9560.00| | DITCH CLEANING | | | 0040 621-01004 1.000 EACH| 551.25000 551.25| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06559 300.000 SYS | 2.89000 867.00| | MULCHED SEEDING, R | | | 0042 715-01662 100.000 LFT | 48.41000 4841.00| | PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0043 715-46005 2.000 EACH| 545.77000 1091.54| | PIPE END SECTION, 15 IN. | | | SECTION TOTALS | $ 2,348,878.79| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,348,878.79| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,287.50 ROUTE : 5 CALL ORDER : 380 CONTRACT ID : RS-26763-A COUNTIES : LAGRANGE LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3744OON SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 882,722.16 100.0000% 2 35-1139301 E & B PAVING, INC. $ 902,804.60 102.2750% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 963,138.59 109.1100% 4 35-1065659 BROOKS CONSTRUCTION $ 969,795.49 109.8641% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 17225.00000 17225.00| 2400.00000 2400.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2270.00000 13620.00| 1490.00000 8940.00| 1600.00000 9600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| 47000.00000 47000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8400.00000 8400.00| 1000.00000 1000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 142000.000 SYS | 0.05000 7100.00| 0.24000 34080.00| 0.30000 42600.00 SURFACE MILLING, ASPHALT | | | 0006 203-02080 0.863 MILE| 14190.00000 12245.97| 13987.87000 12071.53| 8500.00000 7335.50 LINEAR GRADING | | | 0007 211-02050 1000.000 CYS | 8.00000 8000.00| 9.20000 9200.00| 8.00000 8000.00 B BORROW | | | 0008 301-07448 1190.000 TON | 45.60000 54264.00| 12.00000 14280.00| 18.00000 21420.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-04095 650.000 TON | 15.84000 10296.00| 18.00000 11700.00| 13.00000 8450.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 304-07490 100.000 TON | 110.00000 11000.00| 65.00000 6500.00| 125.00000 12500.00 HMA PATCHING, TYPE B | | | 0011 304-07507 1000.000 TON | 37.16000 37160.00| 33.00000 33000.00| 40.00000 40000.00 WIDENING WITH QC/QA-HMA, 1, 64, BASE, | | | 25 mm | | | 0012 304-07509 2500.000 TON | 27.40000 68500.00| 32.00000 80000.00| 40.00000 100000.00 WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | 0013 305-60400 20.000 TON | 10.00000 200.00| 7.00000 140.00| 20.00000 400.00 COMPACTED AGGREGATE FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,287.50 ROUTE : 5 CALL ORDER : 380 CONTRACT ID : RS-26763-A COUNTIES : LAGRANGE LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-06264 LUMP| 3750.00000 3750.00| 2000.00000 2000.00| 1600.00000 1600.00 PROFILOGRAPH, HMA | | | 0015 401-07322 11715.000 TON | 30.80000 360822.00| 35.00000 410025.00| 34.00000 398310.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0016 401-07392 1000.000 TON | 38.00000 38000.00| 34.00000 34000.00| 30.00000 30000.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0017 402-07451 65.000 TON | 36.90000 2398.50| 50.00000 3250.00| 30.00000 1950.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0018 406-05520 110.000 TON | 1.00000 110.00| 100.00000 11000.00| 1.00000 110.00 ASPHALT FOR TACK COAT | | | 0019 601-94689 4.000 EACH| 3200.00000 12800.00| 2957.52000 11830.08| 2700.00000 10800.00 GUARDRAIL END TREATMENT, OS | | | 0020 610-05527 720.000 TON | 55.60000 40032.00| 60.00000 43200.00| 70.00000 50400.00 HMA FOR APPROACHES | | | 0021 611-05330 200.000 SYS | 34.33000 6866.00| 40.47000 8094.00| 32.00000 6400.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0022 611-06497 9.000 EACH| 185.00000 1665.00| 185.00000 1665.00| 130.00000 1170.00 MAILBOX ASSEMBLY, SINGLE | | | 0023 615-06520 13.000 EACH| 270.00000 3510.00| 209.49000 2723.37| 450.00000 5850.00 MONUMENT, RE-ESTABLISH | | | 0024 621-06575 700.000 SYS | 5.38000 3766.00| 5.38000 3766.00| 5.50000 3850.00 SODDING, NURSERY | | | 0025 715-05151 572.000 LFT | 15.20000 8694.40| 18.42000 10536.24| 22.00000 12584.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0026 715-46005 1.000 EACH| 312.00000 312.00| 350.00000 350.00| 200.00000 200.00 PIPE END SECTION, 15 IN. | | | 0027 720-44000 10.000 EACH| 256.00000 2560.00| 254.57000 2545.70| 300.00000 3000.00 CASTING, ADJUST TO GRADE | | | 0028 720-45270 3.000 EACH| 1053.00000 3159.00| 1232.23000 3696.69| 1000.00000 3000.00 PIPE CATCH BASIN, 18 IN. | | | 0029 801-06203 26400.000 LFT | 0.15000 3960.00| 0.15000 3960.00| 0.16000 4224.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 6600.000 LFT | 1.05000 6930.00| 0.75000 4950.00| 1.00000 6600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 31.000 EACH| 65.00000 2015.00| 85.00000 2635.00| 69.00000 2139.00 CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 56537.00000 56537.00| 50700.00000 50700.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0033 802-03821 8.000 EACH| 60.00000 480.00| 60.00000 480.00| 105.00000 840.00 SIGN, SHEET WITH LEGEND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,287.50 ROUTE : 5 CALL ORDER : 380 CONTRACT ID : RS-26763-A COUNTIES : LAGRANGE LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 802-05701 80.000 LFT | 8.00000 640.00| 8.00000 640.00| 9.10000 728.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0035 802-07060 27.000 EACH| 30.00000 810.00| 30.00000 810.00| 189.00000 5103.00 SIGN, SHEET, RELOCATE | | | 0036 805-78470 500.000 LFT | 0.20000 100.00| 0.20000 100.00| 0.25000 125.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0037 805-78795 150.000 LFT | 9.00000 1350.00| 9.00000 1350.00| 12.50000 1875.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0038 808-06703 52800.000 LFT | 0.22000 11616.00| 0.23000 12144.00| 0.23000 12144.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0039 808-75240 15883.000 LFT | 0.23000 3653.09| 0.23000 3653.09| 0.23000 3653.09 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0040 808-75245 21100.000 LFT | 0.23000 4853.00| 0.23000 4853.00| 0.23000 4853.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0041 808-75282 200.000 LFT | 2.55000 510.00| 1.50000 300.00| 1.50000 300.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID YELLOW, CROSSHATCH LINE, 16 IN. | | | 0042 808-75297 100.000 LFT | 3.80000 380.00| 3.00000 300.00| 3.00000 300.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75320 8.000 EACH| 65.60000 524.80| 65.00000 520.00| 65.00000 520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0044 808-75325 8.000 EACH| 94.30000 754.40| 80.00000 640.00| 80.00000 640.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 808-75996 330.000 EACH| 6.75000 2227.50| 2.73000 900.90| 3.00000 990.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 808-75998 330.000 EACH| 19.35000 6385.50| 17.50000 5775.00| 17.50000 5775.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0047 202-93741 4.000 EACH| 635.00000 2540.00| 275.00000 1100.00| 200.00000 800.00 GUARD RAIL END TREATMENT, REMOVE | | | SECTION TOTALS | $ 882,722.16| $ 902,804.60| $ 963,138.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 882,722.16| $ 902,804.60| $ 963,138.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,287.50 ROUTE : 5 CALL ORDER : 380 CONTRACT ID : RS-26763-A COUNTIES : LAGRANGE LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 30000.00000 30000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 48000.00000 48000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 142000.000 SYS | 0.13000 18460.00| | SURFACE MILLING, ASPHALT | | | 0006 203-02080 0.863 MILE| 100.00000 86.30| | LINEAR GRADING | | | 0007 211-02050 1000.000 CYS | 12.00000 12000.00| | B BORROW | | | 0008 301-07448 1190.000 TON | 30.00000 35700.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-04095 650.000 TON | 15.00000 9750.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 304-07490 100.000 TON | 75.00000 7500.00| | HMA PATCHING, TYPE B | | | 0011 304-07507 1000.000 TON | 36.00000 36000.00| | WIDENING WITH QC/QA-HMA, 1, 64, BASE, | | | 25 mm | | | 0012 304-07509 2500.000 TON | 36.00000 90000.00| | WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | 0013 305-60400 20.000 TON | 43.00000 860.00| | COMPACTED AGGREGATE FOR PATCHING | | | 0014 401-06264 LUMP| 2500.00000 2500.00| | PROFILOGRAPH, HMA | | | 0015 401-07322 11715.000 TON | 34.00000 398310.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0016 401-07392 1000.000 TON | 32.00000 32000.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0017 402-07451 65.000 TON | 60.00000 3900.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0018 406-05520 110.000 TON | 0.01000 1.10| | ASPHALT FOR TACK COAT | | | 0019 601-94689 4.000 EACH| 3000.00000 12000.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 380 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,287.50 ROUTE : 5 CALL ORDER : 380 CONTRACT ID : RS-26763-A COUNTIES : LAGRANGE LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 720.000 TON | 90.00000 64800.00| | HMA FOR APPROACHES | | | 0021 611-05330 200.000 SYS | 38.00000 7600.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0022 611-06497 9.000 EACH| 130.00000 1170.00| | MAILBOX ASSEMBLY, SINGLE | | | 0023 615-06520 13.000 EACH| 275.00000 3575.00| | MONUMENT, RE-ESTABLISH | | | 0024 621-06575 700.000 SYS | 12.00000 8400.00| | SODDING, NURSERY | | | 0025 715-05151 572.000 LFT | 26.00000 14872.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0026 715-46005 1.000 EACH| 240.00000 240.00| | PIPE END SECTION, 15 IN. | | | 0027 720-44000 10.000 EACH| 270.00000 2700.00| | CASTING, ADJUST TO GRADE | | | 0028 720-45270 3.000 EACH| 1200.00000 3600.00| | PIPE CATCH BASIN, 18 IN. | | | 0029 801-06203 26400.000 LFT | 0.15000 3960.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 6600.000 LFT | 0.60000 3960.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 31.000 EACH| 69.00000 2139.00| | CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 58000.00000 58000.00| | MAINTAINING TRAFFIC | | | 0033 802-03821 8.000 EACH| 105.00000 840.00| | SIGN, SHEET WITH LEGEND | | | 0034 802-05701 80.000 LFT | 9.10000 728.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0035 802-07060 27.000 EACH| 189.00000 5103.00| | SIGN, SHEET, RELOCATE | | | 0036 805-78470 500.000 LFT | 0.10000 50.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0037 805-78795 150.000 LFT | 5.50000 825.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0038 808-06703 52800.000 LFT | 0.23000 12144.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 380 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,287.50 ROUTE : 5 CALL ORDER : 380 CONTRACT ID : RS-26763-A COUNTIES : LAGRANGE LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-75240 15883.000 LFT | 0.23000 3653.09| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0040 808-75245 21100.000 LFT | 0.23000 4853.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0041 808-75282 200.000 LFT | 1.50000 300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID YELLOW, CROSSHATCH LINE, 16 IN. | | | 0042 808-75297 100.000 LFT | 3.00000 300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75320 8.000 EACH| 65.00000 520.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0044 808-75325 8.000 EACH| 80.00000 640.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 808-75996 330.000 EACH| 5.70000 1881.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 808-75998 330.000 EACH| 17.50000 5775.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0047 202-93741 4.000 EACH| 275.00000 1100.00| | GUARD RAIL END TREATMENT, REMOVE | | | SECTION TOTALS | $ 969,795.49| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 969,795.49| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,552.73 ROUTE : 56 CALL ORDER : 390 CONTRACT ID : RS-26797-A COUNTIES : PIKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 02420AC SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,005,619.45 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 1,081,602.20 107.5558% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,228,900.00 122.2032% 4 35-1139301 E & B PAVING, INC. $ 1,394,207.00 138.6416% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1650.00000 1650.00| 7000.00000 7000.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1445.00000 13005.00| 1100.00000 9900.00| 1350.00000 12150.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20750.00000 20750.00| 54000.00000 54000.00| 61450.00000 61450.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 1700.000 SYS | 2.88200 4899.40| 3.00000 5100.00| 2.90000 4930.00 SURFACE MILLING, ASPHALT | | | 0005 203-91878 500.000 LFT | 4.70000 2350.00| 15.00000 7500.00| 4.45000 2225.00 LINEAR DITCH GRADING | | | 0006 205-06932 375.000 LFT | 3.60000 1350.00| 8.50000 3187.50| 3.45000 1293.75 TEMPORARY CHECK DAM, STRAW BALES | | | 0007 211-07454 115.000 CYS | 28.00000 3220.00| 23.00000 2645.00| 26.70000 3070.50 STRUCTURE BACKFILL | | | 0008 303-07449 2000.000 TON | 19.85000 39700.00| 18.00000 36000.00| 15.85000 31700.00 COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07490 2600.000 TON | 55.00000 143000.00| 75.00000 195000.00| 115.00000 299000.00 HMA PATCHING, TYPE B | | | 0010 401-06264 LUMP| 5300.00000 5300.00| 3500.00000 3500.00| 1400.00000 1400.00 PROFILOGRAPH, HMA | | | 0011 401-07327 5800.000 TON | 39.65000 229970.00| 39.00000 226200.00| 42.00000 243600.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0012 401-07378 7750.000 TON | 34.95120 270871.80| 36.00000 279000.00| 40.00000 310000.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0013 402-07451 1000.000 TON | 44.85000 44850.00| 45.00000 45000.00| 42.00000 42000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0014 405-05517 27.000 TON | 275.00000 7425.00| 280.00000 7560.00| 310.00000 8370.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,552.73 ROUTE : 56 CALL ORDER : 390 CONTRACT ID : RS-26797-A COUNTIES : PIKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 41.000 TON | 190.00000 7790.00| 180.00000 7380.00| 172.00000 7052.00 ASPHALT FOR TACK COAT | | | 0016 610-07487 935.000 TON | 64.00000 59840.00| 55.00000 51425.00| 50.00000 46750.00 HMA FOR APPROACHES, TYPE B | | | 0017 616-02320 2625.000 SYS | 2.25000 5906.25| 1.50000 3937.50| 2.15000 5643.75 GEOTEXTILES | | | 0018 616-06451 800.000 TON | 36.50000 29200.00| 26.00000 20800.00| 34.80000 27840.00 RIPRAP, UNIFORM | | | 0019 621-01004 1.000 EACH| 775.00000 775.00| 650.00000 650.00| 745.00000 745.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 500.000 SYS | 2.20000 1100.00| 1.95000 975.00| 2.10000 1050.00 MULCHED SEEDING, R | | | 0021 715-01662 78.000 LFT | 15.30000 1193.40| 20.00000 1560.00| 14.50000 1131.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0022 715-05019 45.000 LFT | 98.00000 4410.00| 130.00000 5850.00| 93.00000 4185.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0023 715-05119 35.000 LFT | 88.50000 3097.50| 155.00000 5425.00| 84.00000 2940.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0024 715-05121 25.000 LFT | 92.00000 2300.00| 215.00000 5375.00| 88.00000 2200.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0025 715-05123 100.000 LFT | 93.00000 9300.00| 120.00000 12000.00| 89.00000 8900.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0026 715-05596 13.000 LFT | 125.00000 1625.00| 220.00000 2860.00| 119.00000 1547.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0027 715-05597 3.000 LFT | 160.00000 480.00| 460.00000 1380.00| 152.00000 456.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0028 715-46000 2.000 EACH| 360.00000 720.00| 280.00000 560.00| 345.00000 690.00 PIPE END SECTION, 12 IN. | | | 0029 715-46005 4.000 EACH| 410.00000 1640.00| 280.00000 1120.00| 385.00000 1540.00 PIPE END SECTION, 15 IN. | | | 0030 715-46010 10.000 EACH| 490.00000 4900.00| 300.00000 3000.00| 465.00000 4650.00 PIPE END SECTION, 18 IN. | | | 0031 715-46020 6.000 EACH| 560.00000 3360.00| 320.00000 1920.00| 535.00000 3210.00 PIPE END SECTION, 24 IN. | | | 0032 715-46030 2.000 EACH| 690.00000 1380.00| 500.00000 1000.00| 655.00000 1310.00 PIPE END SECTION, 30 IN. | | | 0033 715-46040 4.000 EACH| 900.00000 3600.00| 625.00000 2500.00| 855.00000 3420.00 PIPE END SECTION, 36 IN. | | | 0034 801-06203 3240.000 LFT | 0.43000 1393.20| 1.10000 3564.00| 0.50000 1620.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,552.73 ROUTE : 56 CALL ORDER : 390 CONTRACT ID : RS-26797-A COUNTIES : PIKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06207 3240.000 LFT | 1.04250 3377.70| 1.50000 4860.00| 1.05000 3402.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06640 27.000 EACH| 87.00000 2349.00| 82.00000 2214.00| 82.00000 2214.00 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 40100.00000 40100.00| 35000.00000 35000.00| 45023.80000 45023.80 MAINTAINING TRAFFIC | | | 0038 808-06712 4360.000 LFT | 0.08000 348.80| 0.08000 348.80| 0.08000 348.80 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0039 808-06713 64720.000 LFT | 0.08000 5177.60| 0.08000 5177.60| 0.08000 5177.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-06714 39910.000 LFT | 0.08000 3192.80| 0.08000 3192.80| 0.08000 3192.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0041 808-75297 12.000 LFT | 18.50000 222.00| 17.50000 210.00| 17.50000 210.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75996 740.000 EACH| 6.00000 4440.00| 3.50000 2590.00| 3.55000 2627.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 740.000 EACH| 19.00000 14060.00| 17.75000 13135.00| 17.75000 13135.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,005,619.45| $ 1,081,602.20| $ 1,228,900.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,005,619.45| $ 1,081,602.20| $ 1,228,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,552.73 ROUTE : 56 CALL ORDER : 390 CONTRACT ID : RS-26797-A COUNTIES : PIKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5675.00000 5675.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 3400.00000 30600.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 62950.00000 62950.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 1700.000 SYS | 11.50000 19550.00| | SURFACE MILLING, ASPHALT | | | 0005 203-91878 500.000 LFT | 4.75000 2375.00| | LINEAR DITCH GRADING | | | 0006 205-06932 375.000 LFT | 8.00000 3000.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0007 211-07454 115.000 CYS | 28.00000 3220.00| | STRUCTURE BACKFILL | | | 0008 303-07449 2000.000 TON | 18.00000 36000.00| | COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07490 2600.000 TON | 125.00000 325000.00| | HMA PATCHING, TYPE B | | | 0010 401-06264 LUMP| 8500.00000 8500.00| | PROFILOGRAPH, HMA | | | 0011 401-07327 5800.000 TON | 47.50000 275500.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0012 401-07378 7750.000 TON | 43.00000 333250.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0013 402-07451 1000.000 TON | 60.00000 60000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0014 405-05517 27.000 TON | 325.00000 8775.00| | ASPHALT FOR PRIME COAT | | | 0015 406-05520 41.000 TON | 250.00000 10250.00| | ASPHALT FOR TACK COAT | | | 0016 610-07487 935.000 TON | 73.50000 68722.50| | HMA FOR APPROACHES, TYPE B | | | 0017 616-02320 2625.000 SYS | 2.50000 6562.50| | GEOTEXTILES | | | 0018 616-06451 800.000 TON | 36.50000 29200.00| | RIPRAP, UNIFORM | | | 0019 621-01004 1.000 EACH| 785.00000 785.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 390 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,552.73 ROUTE : 56 CALL ORDER : 390 CONTRACT ID : RS-26797-A COUNTIES : PIKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-06559 500.000 SYS | 2.25000 1125.00| | MULCHED SEEDING, R | | | 0021 715-01662 78.000 LFT | 15.25000 1189.50| | PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0022 715-05019 45.000 LFT | 98.00000 4410.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0023 715-05119 35.000 LFT | 88.50000 3097.50| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0024 715-05121 25.000 LFT | 93.00000 2325.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0025 715-05123 100.000 LFT | 94.00000 9400.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0026 715-05596 13.000 LFT | 125.00000 1625.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0027 715-05597 3.000 LFT | 160.00000 480.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0028 715-46000 2.000 EACH| 365.00000 730.00| | PIPE END SECTION, 12 IN. | | | 0029 715-46005 4.000 EACH| 405.00000 1620.00| | PIPE END SECTION, 15 IN. | | | 0030 715-46010 10.000 EACH| 490.00000 4900.00| | PIPE END SECTION, 18 IN. | | | 0031 715-46020 6.000 EACH| 565.00000 3390.00| | PIPE END SECTION, 24 IN. | | | 0032 715-46030 2.000 EACH| 690.00000 1380.00| | PIPE END SECTION, 30 IN. | | | 0033 715-46040 4.000 EACH| 900.00000 3600.00| | PIPE END SECTION, 36 IN. | | | 0034 801-06203 3240.000 LFT | 0.85000 2754.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0035 801-06207 3240.000 LFT | 1.70000 5508.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06640 27.000 EACH| 86.00000 2322.00| | CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0038 808-06712 4360.000 LFT | 0.10000 436.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0039 808-06713 64720.000 LFT | 0.10000 6472.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 390 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,552.73 ROUTE : 56 CALL ORDER : 390 CONTRACT ID : RS-26797-A COUNTIES : PIKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-06714 39910.000 LFT | 0.10000 3991.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0041 808-75297 12.000 LFT | 18.50000 222.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75996 740.000 EACH| 6.00000 4440.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 740.000 EACH| 18.75000 13875.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,394,207.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,394,207.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 392 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 983,527.68 ROUTE : 58 CALL ORDER : 392 CONTRACT ID : RS-26798-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5614007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 762,036.74 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 844,304.72 110.7958% 3 35-0626844 RUDOLPH, J.H. & CO $ 929,852.32 122.0219% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-0626844 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1000.00000 6000.00| 1600.00000 9600.00| 1250.00000 7500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 26500.00000 26500.00| 42100.00000 42100.00| 46400.00000 46400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 149705.000 SYS | 0.44000 65870.20| 0.60000 89823.00| 0.44000 65870.20 SURFACE MILLING, ASPHALT | | | 0005 202-93741 6.000 EACH| 300.00000 1800.00| 185.00000 1110.00| 650.00000 3900.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-01180 40.000 TON | 35.00000 1400.00| 56.00000 2240.00| 60.00000 2400.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 303-07449 100.000 TON | 35.00000 3500.00| 5.50000 550.00| 32.00000 3200.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 100.000 TON | 70.00000 7000.00| 120.00000 12000.00| 98.00000 9800.00 HMA PATCHING, TYPE B | | | 0009 401-06264 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0010 401-07321 9900.000 TON | 34.25000 339075.00| 36.00000 356400.00| 41.25000 408375.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 401-07327 2300.000 TON | 36.25000 83375.00| 39.50000 90850.00| 43.75000 100625.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0012 402-07451 550.000 TON | 50.00000 27500.00| 40.00000 22000.00| 45.00000 24750.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0013 405-05517 50.000 TON | 235.00000 11750.00| 190.00000 9500.00| 290.00000 14500.00 ASPHALT FOR PRIME COAT | | | 0014 406-05520 40.000 TON | 130.00000 5200.00| 190.00000 7600.00| 180.00000 7200.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 392 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 983,527.68 ROUTE : 58 CALL ORDER : 392 CONTRACT ID : RS-26798-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-0626844 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 6.000 EACH| 2700.00000 16200.00| 2375.00000 14250.00| 3400.00000 20400.00 GUARDRAIL END TREATMENT, OS | | | 0016 610-05527 1100.000 TON | 72.00000 79200.00| 76.00000 83600.00| 103.00000 113300.00 HMA FOR APPROACHES | | | 0017 615-06505 2.000 EACH| 590.00000 1180.00| 570.00000 1140.00| 540.00000 1080.00 MONUMENT, B | | | 0018 615-06527 4.000 EACH| 550.00000 2200.00| 540.00000 2160.00| 510.00000 2040.00 MONUMENT, SECTION CORNER | | | 0019 616-02320 145.000 SYS | 3.00000 435.00| 7.00000 1015.00| 1.75000 253.75 GEOTEXTILES | | | 0020 616-06405 110.000 TON | 27.00000 2970.00| 34.50000 3795.00| 38.00000 4180.00 RIPRAP, REVETMENT | | | 0021 801-06203 5799.000 LFT | 0.22000 1275.78| 0.40000 2319.60| 0.50000 2899.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 5799.000 LFT | 0.90000 5219.10| 1.00000 5799.00| 1.25000 7248.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 57.000 EACH| 90.00000 5130.00| 89.00000 5073.00| 85.00000 4845.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 25000.00000 25000.00| 28950.00000 28950.00| 38500.00000 38500.00 MAINTAINING TRAFFIC | | | 0025 808-04298 2.000 EACH| 350.00000 700.00| 345.00000 690.00| 325.00000 650.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0026 808-06712 14500.000 LFT | 0.09000 1305.00| 0.08000 1160.00| 0.08000 1160.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0027 808-06713 115982.000 LFT | 0.09000 10438.38| 0.08000 9278.56| 0.08000 9278.56 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0028 808-06714 26032.000 LFT | 0.09000 2342.88| 0.08000 2082.56| 0.08000 2082.56 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0029 808-75297 30.000 LFT | 4.40000 132.00| 4.25000 127.50| 4.00000 120.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75300 94.000 LFT | 1.10000 103.40| 1.00000 94.00| 1.00000 94.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0031 808-75996 1010.000 EACH| 4.00000 4040.00| 6.00000 6060.00| 3.25000 3282.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 1010.000 EACH| 19.50000 19695.00| 18.75000 18937.50| 16.75000 16917.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 392 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 983,527.68 ROUTE : 58 CALL ORDER : 392 CONTRACT ID : RS-26798-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-0626844 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 762,036.74| $ 844,304.72| $ 929,852.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 762,036.74| $ 844,304.72| $ 929,852.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 761,603.16 ROUTE : 1 CALL ORDER : 400 CONTRACT ID : RS-26818-A COUNTIES : DEARBORN FRANKLIN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2691008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 545,696.01 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 546,321.53 100.1146% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1500.00000 9000.00| 1132.75000 6796.50| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 846.20000 846.20| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 99714.400 SYS | 0.15000 14957.16| 0.27000 26922.89| SURFACE MILLING, ASPHALT | | | 0004 303-04075 200.000 TON | 20.00000 4000.00| 17.98000 3596.00| COMPACTED AGGREGATE, O, 73 | | | 0005 303-04489 6.000 TON | 200.00000 1200.00| 109.24000 655.44| COMPACTED CRUSHED AGGREGATE, 8 | | | 0006 304-07489 650.000 TON | 50.00000 32500.00| 67.12000 43628.00| HMA PATCHING, TYPE A | | | 0007 401-07328 7370.828 TON | 34.00000 250608.15| 35.25000 259821.69| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0008 402-07450 400.000 TON | 40.00000 16000.00| 37.06000 14824.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0009 406-05520 58.350 TON | 175.00000 10211.25| 110.00000 6418.50| ASPHALT FOR TACK COAT | | | 0010 610-07487 556.170 TON | 50.00000 27808.50| 41.25000 22942.01| HMA FOR APPROACHES, TYPE B | | | 0011 616-02320 23.000 SYS | 4.00000 92.00| 3.57000 82.11| GEOTEXTILES | | | 0012 621-06567 1.000 MG | 10.00000 10.00| 189.65000 189.65| WATER | | | 0013 621-06574 3.000 SYS | 10.00000 30.00| 83.05000 249.15| SODDING | | | 0014 801-06203 3790.000 LFT | 0.10000 379.00| 0.53000 2008.70| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0015 801-06640 30.000 EACH| 70.00000 2100.00| 65.00000 1950.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 761,603.16 ROUTE : 1 CALL ORDER : 400 CONTRACT ID : RS-26818-A COUNTIES : DEARBORN FRANKLIN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06775 LUMP| 10000.00000 10000.00| 7300.00000 7300.00| MAINTAINING TRAFFIC | | | 0017 802-76025 25.000 SFT | 10.00000 250.00| 22.50000 562.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0018 802-76055 30.000 LFT | 10.00000 300.00| 18.00000 540.00| SIGN POST, A | | | 0019 808-04298 1.000 EACH| 300.00000 300.00| 240.00000 240.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0020 808-06711 1530.000 LFT | 0.10000 153.00| 0.08000 122.40| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0021 808-06712 5850.000 LFT | 0.10000 585.00| 0.08000 468.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 63755.000 LFT | 0.10000 6375.50| 0.08000 5100.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 27800.000 LFT | 0.10000 2780.00| 0.08000 2224.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 270.000 LFT | 4.00000 1080.00| 3.10000 837.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75320 3.000 EACH| 60.00000 180.00| 55.00000 165.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0026 808-75325 3.000 EACH| 70.00000 210.00| 65.00000 195.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0027 808-97323 144.000 LFT | 3.00000 432.00| 2.65000 381.60| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0028 402-07433 4153.270 TON | 35.00000 145364.45| 32.29000 134109.09| HMA SURFACE, TYPE B | | | 0029 801-06207 3790.000 LFT | 1.00000 3790.00| 0.83000 3145.70| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | SECTION TOTALS | $ 545,696.01| $ 546,321.53| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 545,696.01| $ 546,321.53| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 402 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,149.00 ROUTE : 1 CALL ORDER : 402 CONTRACT ID : RS-26819-A COUNTIES : FRANKLIN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2691007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 571,673.80 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 596,503.86 104.3433% ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 | |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1185.28000 7111.68| 1500.00000 9000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 1670.21000 1670.21| 27200.00000 27200.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 126720.000 SYS | 0.25000 31680.00| 0.15000 19008.00| SURFACE MILLING, ASPHALT | | | 0004 303-04075 450.000 TON | 19.64000 8838.00| 20.00000 9000.00| COMPACTED AGGREGATE, O, 73 | | | 0005 303-52308 136.320 TON | 18.73000 2553.27| 10.00000 1363.20| COMPACTED AGGREGATE, O, 53 | | | 0006 304-07489 810.000 TON | 85.87000 69554.70| 80.00000 64800.00| HMA PATCHING, TYPE A | | | 0007 401-07328 9549.270 TON | 35.53000 339285.56| 34.00000 324675.18| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0008 402-07451 200.000 TON | 43.69000 8738.00| 35.00000 7000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0009 406-05520 42.200 TON | 110.00000 4642.00| 175.00000 7385.00| ASPHALT FOR TACK COAT | | | 0010 610-07487 1019.410 TON | 44.43000 45292.39| 47.50000 48421.98| HMA FOR APPROACHES, TYPE B | | | 0011 720-44000 1.000 EACH| 176.97000 176.97| 400.00000 400.00| CASTING, ADJUST TO GRADE | | | 0012 801-06203 4206.000 LFT | 0.58000 2439.48| 0.25000 1051.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 4206.000 LFT | 0.92000 3869.52| 3.00000 12618.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 62.000 EACH| 65.00000 4030.00| 70.00000 4340.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 402 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,149.00 ROUTE : 1 CALL ORDER : 402 CONTRACT ID : RS-26819-A COUNTIES : FRANKLIN LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 | |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 7955.00000 7955.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0016 807-98690 1.000 EACH| 123.72000 123.72| 1200.00000 1200.00| HANDHOLE ADJUSTED TO GRADE | | | 0017 808-06712 4240.000 LFT | 0.08000 339.20| 0.10000 424.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 84278.000 LFT | 0.08000 6742.24| 0.10000 8427.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 55292.000 LFT | 0.08000 4423.36| 0.10000 5529.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 40.000 LFT | 10.00000 400.00| 12.00000 480.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75996 930.000 EACH| 5.25000 4882.50| 6.00000 5580.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 930.000 EACH| 18.20000 16926.00| 20.00000 18600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 571,673.80| $ 596,503.86| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 571,673.80| $ 596,503.86| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 404 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,043,423.30 ROUTE : 3 CALL ORDER : 404 CONTRACT ID : RS-26820-A COUNTIES : JENNINGS LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1998OOD SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,374,544.89 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 2,048,966.48 149.0650% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1200.00000 7200.00| 5000.00000 30000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 60000.00000 60000.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 206324.100 SYS | 0.10000 20632.41| 0.30000 61897.23| SURFACE MILLING, ASPHALT | | | 0004 303-07449 2937.000 TON | 14.00000 41118.00| 12.00000 35244.00| COMPACTED AGGREGATE, NO. 73 | | | 0005 304-07490 500.000 TON | 60.00000 30000.00| 200.00000 100000.00| HMA PATCHING, TYPE B | | | 0006 401-07328 16714.000 TON | 24.00000 401136.00| 41.00000 685274.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0007 401-07379 22286.000 TON | 30.00000 668580.00| 35.00000 780010.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0008 402-07451 50.000 TON | 50.00000 2500.00| 60.00000 3000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0009 406-05520 70.300 TON | 175.00000 12302.50| 190.00000 13357.00| ASPHALT FOR TACK COAT | | | 0010 610-07487 1306.300 TON | 55.00000 71846.50| 62.00000 80990.60| HMA FOR APPROACHES, TYPE B | | | 0011 801-06203 30119.000 LFT | 0.10000 3011.90| 0.45000 13553.55| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06640 48.000 EACH| 75.00000 3600.00| 72.50000 3480.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 7000.00000 7000.00| 64450.00000 64450.00| MAINTAINING TRAFFIC | | | 0014 808-06712 3248.000 LFT | 0.10000 324.80| 0.80000 2598.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0015 808-06713 120400.000 LFT | 0.10000 12040.00| 0.80000 96320.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 404 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,043,423.30 ROUTE : 3 CALL ORDER : 404 CONTRACT ID : RS-26820-A COUNTIES : JENNINGS LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06714 12428.000 LFT | 0.10000 1242.80| 0.80000 9942.40| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 100.000 LFT | 6.00000 600.00| 5.50000 550.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0018 808-75994 1198.000 EACH| 0.01000 11.98| 0.10000 119.80| PRISMATIC REFLECTOR | | | 0019 808-75996 1198.000 EACH| 6.00000 7188.00| 5.25000 6289.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 1198.000 EACH| 20.00000 23960.00| 17.50000 20965.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0021 203-02000 5.000 CYS | 50.00000 250.00| 185.00000 925.00| EXCAVATION, COMMON | | | SECTION TOTALS | $ 1,374,544.89| $ 2,048,966.48| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,374,544.89| $ 2,048,966.48| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 408 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 884,183.95 ROUTE : SR 121 CALL ORDER : 408 CONTRACT ID : RS-26822-A COUNTIES : FAYETTE FRANKLIN LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 432100D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 664,991.85 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 692,930.70 104.2013% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 783,490.32 117.8195% ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 |(3) 35-1917625 |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1524.67000 6098.68| 1500.00000 6000.00| 1500.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 4777.92000 4777.92| 15000.00000 15000.00| 39000.00000 39000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 10160.000 SYS | 0.34000 3454.40| 0.75000 7620.00| 1.20000 12192.00 SURFACE MILLING, ASPHALT | | | 0005 303-52308 3350.000 TON | 13.00000 43550.00| 15.00000 50250.00| 14.85000 49747.50 COMPACTED AGGREGATE, O, 53 | | | 0006 304-07490 1110.000 TON | 59.45000 65989.50| 70.00000 77700.00| 67.00000 74370.00 HMA PATCHING, TYPE B | | | 0007 401-07321 13985.000 TON | 31.45000 439828.25| 29.00000 405565.00| 34.25000 478986.25 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 406-05520 36.000 TON | 120.00000 4320.00| 175.00000 6300.00| 177.00000 6372.00 ASPHALT FOR TACK COAT | | | 0009 610-07487 535.000 TON | 41.37000 22132.95| 65.00000 34775.00| 62.00000 33170.00 HMA FOR APPROACHES, TYPE B | | | 0010 801-06203 6416.000 LFT | 0.43000 2758.88| 1.00000 6416.00| 0.19000 1219.04 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 53.000 EACH| 68.50000 3630.50| 75.00000 3975.00| 80.00000 4240.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 14623.01000 14623.01| 15000.00000 15000.00| 24975.00000 24975.00 MAINTAINING TRAFFIC | | | 0013 808-06712 5877.000 LFT | 0.08000 470.16| 0.10000 587.70| 0.09000 528.93 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 121865.000 LFT | 0.08000 9749.20| 0.10000 12186.50| 0.08000 9749.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 408 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 884,183.95 ROUTE : SR 121 CALL ORDER : 408 CONTRACT ID : RS-26822-A COUNTIES : FAYETTE FRANKLIN LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 |(3) 35-1917625 |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 92755.000 LFT | 0.08000 7420.40| 0.10000 9275.50| 0.08000 7420.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-06726 30.000 LFT | 4.80000 144.00| 10.00000 300.00| 5.50000 165.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0017 808-75100 80.000 LFT | 1.70000 136.00| 2.50000 200.00| 2.75000 220.00 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | 0018 808-75140 4.000 EACH| 340.00000 1360.00| 400.00000 1600.00| 225.00000 900.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0019 808-75996 1380.000 EACH| 5.85000 8073.00| 6.00000 8280.00| 4.50000 6210.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 1400.000 EACH| 16.50000 23100.00| 19.00000 26600.00| 16.60000 23240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0021 615-06520 7.000 EACH| 125.00000 875.00| 400.00000 2800.00| 255.00000 1785.00 MONUMENT, RE-ESTABLISH | | | SECTION TOTALS | $ 664,991.85| $ 692,930.70| $ 783,490.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 664,991.85| $ 692,930.70| $ 783,490.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 688,000.00 ROUTE : SR 227 CALL ORDER : 410 CONTRACT ID : RS-26823-A COUNTIES : RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 576800B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 663,071.61 100.0000% ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4350.00000 4350.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2000.00000 8000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 108330.000 SYS | 0.90000 97497.00| | SURFACE MILLING, ASPHALT , 1" | | | 0005 304-07490 2474.000 TON | 60.00000 148440.00| | HMA PATCHING, TYPE B | | | 0006 401-07321 8874.000 TON | 35.00000 310590.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0007 406-05520 26.000 TON | 200.00000 5200.00| | ASPHALT FOR TACK COAT | | | 0008 610-07487 450.000 TON | 61.00000 27450.00| | HMA FOR APPROACHES, TYPE B | | | 0009 801-06207 7645.000 LFT | 0.80000 6116.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 28.000 EACH| 70.00000 1960.00| | CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 18500.00000 18500.00| | MAINTAINING TRAFFIC | | | 0012 808-06712 9591.000 LFT | 0.11000 1055.01| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0013 808-06714 38086.000 LFT | 0.10000 3808.60| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-75297 10.500 LFT | 10.00000 105.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 688,000.00 ROUTE : SR 227 CALL ORDER : 410 CONTRACT ID : RS-26823-A COUNTIES : RANDOLPH LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 663,071.61| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 663,071.61| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,910,560.07 ROUTE : SR 109 CALL ORDER : 420 CONTRACT ID : RS-26835-A COUNTIES : NOBLE WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 459200C 395700C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,204,933.88 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,299,101.62 107.8151% 3 35-1065659 BROOKS CONSTRUCTION $ 1,358,325.54 112.7302% 4 35-0997978 PHEND & BROWN, INC. $ 1,359,252.42 112.8072% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 9.000 MOS | 1275.00000 11475.00| 1500.00000 13500.00| 1645.00000 14805.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 60000.00000 60000.00| 63500.00000 63500.00| 67875.00000 67875.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 350.000 LFT | 2.00000 700.00| 3.00000 1050.00| 1.00000 350.00 GUARDRAIL, REMOVE | | | 0004 202-60820 190800.000 SYS | 0.31000 59148.00| 0.20000 38160.00| 0.24000 45792.00 SURFACE MILLING, ASPHALT | | | 0005 202-90277 1.000 EACH| 400.00000 400.00| 420.00000 420.00| 400.00000 400.00 DETECTOR HOUSING, REMOVE | | | 0006 202-93741 3.000 EACH| 320.00000 960.00| 630.00000 1890.00| 320.00000 960.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-02080 0.150 MILE| 12786.73000 1918.01| 9833.00000 1474.95| 3769.45000 565.42 LINEAR GRADING | | | 0008 303-52308 3250.000 TON | 10.00000 32500.00| 11.00000 35750.00| 17.10000 55575.00 COMPACTED AGGREGATE, O, 53 | | | 0009 304-07490 250.000 TON | 53.39000 13347.50| 40.00000 10000.00| 61.90000 15475.00 HMA PATCHING, TYPE B | | | 0011 305-98794 62.500 TON | 1.00000 62.50| 14.00000 875.00| 5.00000 312.50 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0012 401-06264 LUMP| 2440.01000 2440.01| 5000.00000 5000.00| 3300.00000 3300.00 PROFILOGRAPH, HMA | | | 0013 401-07321 16480.000 TON | 28.00000 461440.00| 27.35000 450728.00| 32.50000 535600.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 401-07327 304.000 TON | 30.00000 9120.00| 32.00000 9728.00| 38.46000 11691.84 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,910,560.07 ROUTE : SR 109 CALL ORDER : 420 CONTRACT ID : RS-26835-A COUNTIES : NOBLE WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07397 425.000 TON | 26.00000 11050.00| 35.00000 14875.00| 31.74000 13489.50 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0016 401-07407 850.000 TON | 25.00000 21250.00| 28.00000 23800.00| 29.45000 25032.50 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0017 402-07451 1100.000 TON | 28.00000 30800.00| 32.00000 35200.00| 29.74000 32714.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0018 406-05520 72.000 TON | 1.00000 72.00| 200.00000 14400.00| 100.00000 7200.00 ASPHALT FOR TACK COAT | | | 0019 601-01700 1.000 EACH| 1625.00000 1625.00| 1800.00000 1800.00| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-05999 1.000 EACH| 30.00000 30.00| 30.00000 30.00| 30.00000 30.00 CURVED TERMINAL END | | | 0021 601-94689 3.000 EACH| 2827.06000 8481.18| 3200.00000 9600.00| 1825.00000 5475.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 350.000 LFT | 7.00000 2450.00| 12.00000 4200.00| 8.00000 2800.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 610-07487 1554.000 TON | 75.00000 116550.00| 50.50000 78477.00| 59.59000 92602.86 HMA FOR APPROACHES, TYPE B | | | 0025 615-06520 4.000 EACH| 150.00000 600.00| 315.00000 1260.00| 287.49000 1149.96 MONUMENT, RE-ESTABLISH | | | 0026 720-44000 6.000 EACH| 267.62000 1605.72| 195.00000 1170.00| 392.16000 2352.96 CASTING, ADJUST TO GRADE | | | 0027 720-45610 5.000 LFT | 311.24000 1556.20| 300.00000 1500.00| 100.00000 500.00 STRUCTURE, CATCH BASIN, RECONSTRUCT | | | 0028 801-06203 6104.000 LFT | 0.21000 1281.84| 0.25000 1526.00| 0.12000 732.48 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 6104.000 LFT | 0.53000 3235.12| 1.00000 6104.00| 0.72000 4394.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06625 26.000 EACH| 65.00000 1690.00| 65.00000 1690.00| 45.00000 1170.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0031 801-06640 70.000 EACH| 67.75000 4742.50| 70.00000 4900.00| 10.00000 700.00 CONSTRUCTION SIGN, A | | | 0032 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0033 801-06775 LUMP| 5800.00000 5800.00| 54000.00000 54000.00| 33319.22000 33319.22 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,910,560.07 ROUTE : SR 109 CALL ORDER : 420 CONTRACT ID : RS-26835-A COUNTIES : NOBLE WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-07118 120.000 LFT | 8.00000 960.00| 8.40000 1008.00| 1.00000 120.00 BARRICADE, III-A | | | 0035 801-07119 72.000 LFT | 7.00000 504.00| 26.25000 1890.00| 1.00000 72.00 BARRICADE, III-B | | | 0036 807-98690 2.000 EACH| 300.00000 600.00| 500.00000 1000.00| 392.16000 784.32 HANDHOLE ADJUSTED TO GRADE For | | | Settlement Plates | | | 0037 808-06703 1960.000 LFT | 0.23000 450.80| 0.24000 470.40| 0.23000 450.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0038 808-06705 110.000 LFT | 1.55000 170.50| 1.64000 180.40| 1.50000 165.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0039 808-06713 118650.000 LFT | 0.08000 9492.00| 0.09000 10678.50| 0.08000 9492.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-75240 6750.000 LFT | 0.23000 1552.50| 0.24000 1620.00| 0.23000 1552.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0041 808-75245 81900.000 LFT | 0.23000 18837.00| 0.24000 19656.00| 0.23000 18837.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75272 50.000 LFT | 4.60000 230.00| 4.84000 242.00| 4.10000 205.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0043 808-75297 112.000 LFT | 4.60000 515.20| 4.83000 540.96| 4.10000 459.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0044 808-75320 14.000 EACH| 55.20000 772.80| 58.00000 812.00| 63.00000 882.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0045 808-75325 3.000 EACH| 79.50000 238.50| 83.67000 251.01| 90.00000 270.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0046 808-75996 1360.000 EACH| 2.75000 3740.00| 2.66000 3617.60| 2.87000 3903.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 1360.000 EACH| 17.50000 23800.00| 18.38000 24996.80| 17.50000 23800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0048 801-04308 5.000 EACH| 120.00000 600.00| 126.00000 630.00| 185.00000 925.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 304-07492 11460.000 TON | 24.00000 275040.00| 30.00000 343800.00| 27.69000 317327.40 WIDENING WITH HMA, TYPE A | | | SECTION TOTALS | $ 1,204,933.88| $ 1,299,101.62| $ 1,358,325.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,204,933.88| $ 1,299,101.62| $ 1,358,325.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,910,560.07 ROUTE : SR 109 CALL ORDER : 420 CONTRACT ID : RS-26835-A COUNTIES : NOBLE WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 9.000 MOS | 1500.00000 13500.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 70000.00000 70000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 350.000 LFT | 3.00000 1050.00| | GUARDRAIL, REMOVE | | | 0004 202-60820 190800.000 SYS | 0.55000 104940.00| | SURFACE MILLING, ASPHALT | | | 0005 202-90277 1.000 EACH| 500.00000 500.00| | DETECTOR HOUSING, REMOVE | | | 0006 202-93741 3.000 EACH| 320.00000 960.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-02080 0.150 MILE| 18000.00000 2700.00| | LINEAR GRADING | | | 0008 303-52308 3250.000 TON | 14.00000 45500.00| | COMPACTED AGGREGATE, O, 53 | | | 0009 304-07490 250.000 TON | 80.00000 20000.00| | HMA PATCHING, TYPE B | | | 0011 305-98794 62.500 TON | 45.00000 2812.50| | COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0012 401-06264 LUMP| 6000.00000 6000.00| | PROFILOGRAPH, HMA | | | 0013 401-07321 16480.000 TON | 28.00000 461440.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 401-07327 304.000 TON | 30.00000 9120.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0015 401-07397 425.000 TON | 29.00000 12325.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0016 401-07407 850.000 TON | 28.00000 23800.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0017 402-07451 1100.000 TON | 29.00000 31900.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0018 406-05520 72.000 TON | 150.00000 10800.00| | ASPHALT FOR TACK COAT | | | 0019 601-01700 1.000 EACH| 1625.00000 1625.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-05999 1.000 EACH| 30.00000 30.00| | CURVED TERMINAL END | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,910,560.07 ROUTE : SR 109 CALL ORDER : 420 CONTRACT ID : RS-26835-A COUNTIES : NOBLE WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 3.000 EACH| 2400.00000 7200.00| | GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 1000.00000 1000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 350.000 LFT | 10.60000 3710.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 610-07487 1554.000 TON | 74.00000 114996.00| | HMA FOR APPROACHES, TYPE B | | | 0025 615-06520 4.000 EACH| 350.00000 1400.00| | MONUMENT, RE-ESTABLISH | | | 0026 720-44000 6.000 EACH| 350.00000 2100.00| | CASTING, ADJUST TO GRADE | | | 0027 720-45610 5.000 LFT | 350.00000 1750.00| | STRUCTURE, CATCH BASIN, RECONSTRUCT | | | 0028 801-06203 6104.000 LFT | 0.23000 1403.92| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 6104.000 LFT | 1.00000 6104.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06625 26.000 EACH| 65.00000 1690.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0031 801-06640 70.000 EACH| 67.75000 4742.50| | CONSTRUCTION SIGN, A | | | 0032 801-06645 2.000 EACH| 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0033 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0034 801-07118 120.000 LFT | 8.00000 960.00| | BARRICADE, III-A | | | 0035 801-07119 72.000 LFT | 10.00000 720.00| | BARRICADE, III-B | | | 0036 807-98690 2.000 EACH| 350.00000 700.00| | HANDHOLE ADJUSTED TO GRADE For | | | Settlement Plates | | | 0037 808-06703 1960.000 LFT | 0.23000 450.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0038 808-06705 110.000 LFT