INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 358 CALL ORDER : 150 CONTRACT ID : R -26925-A COUNTIES : DAVIESS KNOX LETTING DATE : 06/22/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 145 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 2,227,223.45 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 2,269,484.38 101.8975% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,278,891.62 102.3198% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,323.07 ROUTE : FIRST STREET CALL ORDER : 160 CONTRACT ID : R -27140-C COUNTIES : JEFFERSON LETTING DATE : 06/22/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0964820 MITCHELL & STARK CONSTRUCTION $ 612,586.63 100.0000% 2 35-1843846 MAXWELL, JOHN L. INC. $ 819,900.00 133.8423% 3 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 824,907.72 134.6598% ==================================================================================================================================== |( 1 ) 35-0964820 |( 2 ) 35-1843846 |( 3 ) 35-1004746 |MITCHELL & STARK CONSTRUCTIO |MAXWELL, JOHN L. INC. |TEMPLE & TEMPLE EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PARKING AREA RECONSTRUCTED AND NEW VISITOR CENTER | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 15000.00000 15000.00| 5350.00000 5350.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 880.00000 5280.00| 1287.00000 7722.00| 1600.00000 9600.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 7510.00000 7510.00| 60000.00000 60000.00| 37200.00000 37200.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-01015 LUMP | 7500.00000 7500.00| 30000.00000 30000.00| 16600.00000 16600.00 CLEARING AND GRUBBING | | | 0007 202-02240 670.000 SYS | 7.00000 4690.00| 4.62000 3095.40| 5.00000 3350.00 PAVEMENT REMOVAL | | | 0008 202-02286 3.000 EACH | 750.00000 2250.00| 385.00000 1155.00| 500.00000 1500.00 PRESENT STRUCTURE, REMOVE , SHED | | | 0009 202-74035 2.000 EACH | 50.00000 100.00| 55.00000 110.00| 625.00000 1250.00 SIGN, REMOVE | | | 0010 202-90747 63.000 LFT | 9.60000 604.80| 11.00000 693.00| 15.00000 945.00 RETAINING WALL, REMOVE CONCRETE | | | 0011 202-90883 7.000 SYS | 13.47000 94.29| 4.95000 34.65| 70.00000 490.00 OVERLAY, CONCRETE, REMOVE | | | 0012 202-93047 1.000 EACH | 781.20000 781.20| 935.00000 935.00| 2100.00000 2100.00 MANHOLE, REMOVE | | | 0013 202-96133 18.000 LFT | 5.00000 90.00| 11.00000 198.00| 42.00000 756.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,323.07 ROUTE : FIRST STREET CALL ORDER : 160 CONTRACT ID : R -27140-C COUNTIES : JEFFERSON LETTING DATE : 06/22/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0964820 |( 2 ) 35-1843846 |( 3 ) 35-1004746 |MITCHELL & STARK CONSTRUCTIO |MAXWELL, JOHN L. INC. |TEMPLE & TEMPLE EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02000 270.000 CYS | 10.00000 2700.00| 7.70000 2079.00| 26.00000 7020.00 EXCAVATION, COMMON | | | 0015 203-02010 5.000 CYS | 102.00000 510.00| 27.50000 137.50| 450.00000 2250.00 EXCAVATION, ROCK | | | 0016 203-02070 3157.000 CYS | 21.60000 68191.20| 20.08000 63392.56| 26.00000 82082.00 BORROW | | | 0017 203-91878 115.000 LFT | 22.00000 2530.00| 6.60000 759.00| 36.00000 4140.00 LINEAR DITCH GRADING | | | 0018 205-02236 5.000 EACH | 100.00000 500.00| 110.00000 550.00| 84.00000 420.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-06932 50.000 LFT | 4.08000 204.00| 12.00000 600.00| 3.60000 180.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06933 1.000 EACH | 2550.00000 2550.00| 150.00000 150.00| 84.00000 84.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 764.000 LFT | 1.75000 1337.00| 4.00000 3056.00| 1.50000 1146.00 TEMPORARY SILT FENCE | | | 0022 210-05808 90.000 LFT | 50.00000 4500.00| 11.00000 990.00| 25.00000 2250.00 METAL GUTTERS | | | 0023 210-07643 1.000 EACH | 100.00000 100.00| 165.00000 165.00| 100.00000 100.00 TREE PROTECTION | | | 0024 210-08217 LUMP | 189372.00000 189372.00| 302997.81000 302997.81| 299355.00000 299355.00 ENTRY TERRACE | | | 0025 210-08218 145.000 LFT | 179.10000 25969.50| 82.50000 11962.50| 81.50000 11817.50 FOUNDATION , VERTICAL ELEMENT | | | 0026 210-08219 126.000 LFT | 7.00000 882.00| 161.70000 20374.20| 28.00000 3528.00 DITCH , STONE, REPAIR | | | 0027 211-07454 24.000 CYS | 14.70000 352.80| 34.50000 828.00| 34.00000 816.00 STRUCTURE BACKFILL | | | 0028 213-04324 44.000 CYS | 148.00000 6512.00| 89.00000 3916.00| 100.00000 4400.00 FLOWABLE FILL | | | 0029 301-07448 777.000 TON | 13.60000 10567.20| 18.70000 14529.90| 17.00000 13209.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 306-08033 850.000 SYS | 1.20000 1020.00| 5.50000 4675.00| 6.50000 5525.00 MILLING, ASPHALT, 1 IN. | | | 0031 402-07433 262.000 TON | 66.00000 17292.00| 52.80000 13833.60| 54.00000 14148.00 HMA SURFACE, TYPE B | | | 0032 402-07441 385.000 TON | 51.00000 19635.00| 48.40000 18634.00| 52.00000 20020.00 HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,323.07 ROUTE : FIRST STREET CALL ORDER : 160 CONTRACT ID : R -27140-C COUNTIES : JEFFERSON LETTING DATE : 06/22/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0964820 |( 2 ) 35-1843846 |( 3 ) 35-1004746 |MITCHELL & STARK CONSTRUCTIO |MAXWELL, JOHN L. INC. |TEMPLE & TEMPLE EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 405-05518 2307.000 SYS | 0.60000 1384.20| 0.82000 1891.74| 0.89000 2053.23 ASPHALT FOR PRIME COAT | | | 0034 406-05521 3157.000 SYS | 0.12000 378.84| 0.11000 347.27| 0.05000 157.85 ASPHALT FOR TACK COAT | | | 0035 604-06070 484.000 SYS | 56.72000 27452.48| 46.20000 22360.80| 61.00000 29524.00 SIDEWALK, CONCRETE | | | 0036 604-07901 36.000 SYS | 74.07000 2666.52| 165.00000 5940.00| 87.00000 3132.00 CURB RAMP, CONCRETE, G | | | 0037 604-07903 13.000 SYS | 161.14000 2094.82| 137.50000 1787.50| 87.00000 1131.00 CURB RAMP, CONCRETE, K | | | 0038 605-06120 198.000 LFT | 10.66000 2110.68| 24.20000 4791.60| 25.00000 4950.00 CURB, CONCRETE , 4" | | | 0039 605-06120 621.000 LFT | 21.53000 13370.13| 24.20000 15028.20| 25.00000 15525.00 CURB, CONCRETE , 6" | | | 0040 605-94811 2.000 EACH | 345.00000 690.00| 330.00000 660.00| 725.00000 1450.00 CURB TURNOUT | | | 0041 615-06496 50.000 EACH | 135.00000 6750.00| 52.80000 2640.00| 60.00000 3000.00 PARKING BARRIER ,WHEEL STOP | | | 0042 616-03144 LUMP | 1500.00000 1500.00| 3162.00000 3162.00| 3560.00000 3560.00 ROCKS, LARGE WITH PLAQUE, RELOCATE | | | 0043 616-06451 2.000 TON | 34.35000 68.70| 231.00000 462.00| 200.00000 400.00 RIPRAP, UNIFORM | | | 0044 621-01004 1.000 EACH | 738.00000 738.00| 676.00000 676.00| 645.00000 645.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02363 5348.000 SYS | 0.32000 1711.36| 0.29000 1550.92| 0.28000 1497.44 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0046 621-06574 5348.000 SYS | 3.50000 18718.00| 2.75000 14707.00| 2.65000 14172.20 SODDING | | | 0047 714-02930 5.000 EACH | 700.00000 3500.00| 2830.00000 14150.00| 2100.00000 10500.00 HEADWALL ,STONE | | | 0048 715-05149 571.000 LFT | 29.17000 16656.07| 30.00000 17130.00| 25.00000 14275.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-05169 73.000 LFT | 34.25000 2500.25| 37.90000 2766.70| 40.00000 2920.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0050 715-05820 85.000 LFT | 60.20000 5117.00| 64.90000 5516.50| 72.00000 6120.00 PIPE, REINFORCED CONCRETE , 15.5" X 26" | | | 0051 715-91361 80.000 LFT | 21.28000 1702.40| 32.45000 2596.00| 45.00000 3600.00 PIPE, PVC, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,323.07 ROUTE : FIRST STREET CALL ORDER : 160 CONTRACT ID : R -27140-C COUNTIES : JEFFERSON LETTING DATE : 06/22/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0964820 |( 2 ) 35-1843846 |( 3 ) 35-1004746 |MITCHELL & STARK CONSTRUCTIO |MAXWELL, JOHN L. INC. |TEMPLE & TEMPLE EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-93910 1.000 EACH | 2306.00000 2306.00| 990.00000 990.00| 1200.00000 1200.00 WATER SERVICE LINE, ADJUST | | | 0053 715-97737 LUMP | 2901.00000 2901.00| 7370.00000 7370.00| 9815.00000 9815.00 SANITARY SEWER RECONSTRUCTION | | | 0054 719-98154 10.000 LFT | 257.50000 2575.00| 99.00000 990.00| 265.00000 2650.00 TRENCH DRAIN | | | 0055 720-45045 1.000 EACH | 1095.00000 1095.00| 1963.50000 1963.50| 1550.00000 1550.00 INLET, J10 | | | 0056 720-45275 3.000 EACH | 1545.00000 4635.00| 1133.00000 3399.00| 1610.00000 4830.00 PIPE CATCH BASIN, 24 IN. | | | 0057 720-93886 2.000 EACH | 2115.00000 4230.00| 1518.00000 3036.00| 1900.00000 3800.00 PIPE CATCH BASIN, 36 IN. | | | 0058 732-91742 1.000 EACH | 2485.00000 2485.00| 2612.00000 2612.00| 2700.00000 2700.00 FIRE HYDRANT | | | 0059 732-97009 1.000 EACH | 350.00000 350.00| 170.00000 170.00| 685.00000 685.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0060 801-06640 8.000 EACH | 200.00000 1600.00| 220.00000 1760.00| 135.00000 1080.00 CONSTRUCTION SIGN, A | | | 0061 801-06775 LUMP | 2070.00000 2070.00| 20000.00000 20000.00| 7685.00000 7685.00 MAINTAINING TRAFFIC | | | 0062 802-05701 62.000 LFT | 14.70000 911.40| 15.00000 930.00| 19.00000 1178.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0063 802-07058 1.000 EACH | 2000.00000 2000.00| 950.00000 950.00| 1900.00000 1900.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | (HISTORICAL SOCIETY) | | | 0064 802-76025 36.000 SFT | 16.50000 594.00| 20.00000 720.00| 37.00000 1332.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0065 805-02971 LUMP | 7620.00000 7620.00| 31100.00000 31100.00| 31845.00000 31845.00 ELECTRICAL SERVICE | | | 0066 807-02560 LUMP | 31974.00000 31974.00| 30000.00000 30000.00| 44736.00000 44736.00 ELECTRICAL WORK | | | 0067 807-03694 LUMP | 22269.00000 22269.00| 11000.00000 11000.00| 15780.00000 15780.00 BUILDING ELECTRICAL | | | 0068 807-03803 LUMP | 26464.00000 26464.00| 800.00000 800.00| 19725.00000 19725.00 STREET LIGHT WIRING AND INSTALLATION | | | 0069 808-06713 985.000 LFT | 0.31000 305.35| 0.45000 443.25| 0.30000 295.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,323.07 ROUTE : FIRST STREET CALL ORDER : 160 CONTRACT ID : R -27140-C COUNTIES : JEFFERSON LETTING DATE : 06/22/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0964820 |( 2 ) 35-1843846 |( 3 ) 35-1004746 |MITCHELL & STARK CONSTRUCTIO |MAXWELL, JOHN L. INC. |TEMPLE & TEMPLE EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 808-06726 53.000 LFT | 2.28000 120.84| 2.30000 121.90| 7.50000 397.50 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0071 808-75015 715.000 LFT | 1.44000 1029.60| 1.00000 715.00| 1.50000 1072.50 LINE, PAINT, SOLID, WHITE, 12 IN. | | | 0072 808-97222 3.000 EACH | 105.00000 315.00| 30.00000 90.00| 135.00000 405.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 612,586.63| $ 819,900.00| $ 824,907.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 612,586.63| $ 819,900.00| $ 824,907.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 170 CONTRACT ID : R -27213-A COUNTIES : PORTER LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/16/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0461550 LARSON-DANIELSON CONSTRUCTION $ 2,546,665.41 100.0000% 2 35-1132323 POWERS & SONS CONSTRUCTION $ 2,551,000.60 100.1702% 3 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 2,644,000.00 103.8220% 4 35-1787934 GOUGH, INC. $ 2,646,042.62 103.9022% 5 36-2364802 HASSE CONSTRUCTION CO $ 2,766,729.61 108.6413% 6 36-2058060 BERGLUND CONSTRUCTION COMPANY $ 2,804,336.69 110.1180% 7 36-3593505 ALVERNO CONSTRUCTION COMPANY LLC $ 2,831,577.75 111.1877% 8 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,002,000.04 117.8796% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,014,269.10 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,114,230.23 109.8555% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,207,086.83 119.0105% 4 35-1489621 HRP CONSTRUCTION, INC. $ 1,230,157.38 121.2851% 5 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,479,285.55 145.8474% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 55500.00000 55500.00| 18000.00000 18000.00| 52000.00000 52000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 2000.00000 12000.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 50000.00000 50000.00| 55000.00000 55000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 29000.00000 29000.00| 30000.00000 30000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 1858.000 m2 | 13.00000 24154.00| 21.00000 39018.00| 13.46000 25008.68 PAVEMENT REMOVAL | | | 0008 202-02278 1020.000 m | 10.00000 10200.00| 8.00000 8160.00| 8.10000 8262.00 CURB, CONCRETE, REMOVE | | | 0009 202-02279 120.000 m | 10.00000 1200.00| 8.00000 960.00| 12.50000 1500.00 CURB AND GUTTER, REMOVE | | | 0010 202-03875 3.000 EACH | 300.00000 900.00| 325.00000 975.00| 373.00000 1119.00 CONCRETE STEPS, REMOVE | | | 0011 202-06580 100.000 m3 | 61.60000 6160.00| 188.00000 18800.00| 61.60000 6160.00 CONTAMINATED SOIL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-07603 20.000 EACH | 165.00000 3300.00| 107.00000 2140.00| 165.00000 3300.00 TESTING FOR WASTE, C | | | 0013 202-52710 1284.000 m2 | 7.23000 9283.32| 5.50000 7062.00| 6.90000 8859.60 SIDEWALK, CONCRETE, REMOVE | | | 0014 203-02000 1237.000 m3 | 15.00000 18555.00| 30.00000 37110.00| 22.00000 27214.00 EXCAVATION, COMMON | | | 0015 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 599.000 m | 4.62000 2767.38| 4.62000 2767.38| 4.62000 2767.38 TEMPORARY SILT FENCE | | | 0017 206-51220 110.000 m3 | 20.00000 2200.00| 20.00000 2200.00| 14.00000 1540.00 EXCAVATION, WET | | | 0018 207-08267 804.000 m2 | 5.00000 4020.00| 11.00000 8844.00| 9.00000 7236.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0019 207-08268 3522.000 m2 | 12.50000 44025.00| 15.25000 53710.50| 10.00000 35220.00 SUBGRADE TREATMENT, TYPE IV | | | 0020 211-07454 921.000 m3 | 0.01000 9.21| 0.01000 9.21| 15.00000 13815.00 STRUCTURE BACKFILL | | | 0021 301-07448 62.000 Mg | 20.00000 1240.00| 35.00000 2170.00| 37.40000 2318.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 306-08034 8614.000 m2 | 1.75000 15074.50| 2.50000 21535.00| 2.10000 18089.40 MILLING, ASPHALT, 38 mm | | | 0023 306-08043 411.000 m2 | 5.00000 2055.00| 8.00000 3288.00| 8.75000 3596.25 MILLING, TRANSITION | | | 0024 401-07334 1221.000 Mg | 47.00000 57387.00| 52.00000 63492.00| 59.00000 72039.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0025 401-07403 2033.000 Mg | 41.00000 83353.00| 46.00000 93518.00| 44.00000 89452.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0026 401-07407 2081.000 Mg | 41.00000 85321.00| 43.00000 89483.00| 46.00000 95726.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0027 402-07432 52.000 Mg | 50.00000 2600.00| 52.00000 2704.00| 82.00000 4264.00 HMA SURFACE, TYPE A | | | 0028 402-07435 86.000 Mg | 50.00000 4300.00| 46.00000 3956.00| 65.00000 5590.00 HMA INTERMEDIATE, TYPE A | | | 0029 402-07440 276.000 Mg | 50.00000 13800.00| 43.00000 11868.00| 44.00000 12144.00 HMA BASE, TYPE A | | | 0030 406-05520 7.000 Mg | 1.00000 7.00| 1.00000 7.00| 200.00000 1400.00 ASPHALT FOR TACK COAT | | | 0031 601-06035 53.000 m | 67.00000 3551.00| 67.00000 3551.00| 67.00000 3551.00 GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 604-03643 9.000 m2 | 315.00000 2835.00| 200.00000 1800.00| 172.45000 1552.05 BRICK PAVERS | | | 0033 604-06070 2144.000 m2 | 32.00000 68608.00| 40.00000 85760.00| 30.55000 65499.20 SIDEWALK, CONCRETE | | | 0034 604-07894 59.000 m2 | 120.00000 7080.00| 150.00000 8850.00| 93.07000 5491.13 CURB RAMP, CONCRETE, A | | | 0035 604-07901 18.000 m2 | 120.00000 2160.00| 150.00000 2700.00| 160.40000 2887.20 CURB RAMP. CONCRETE, G | | | 0036 604-07902 111.000 m2 | 120.00000 13320.00| 150.00000 16650.00| 112.82000 12523.02 CURB RAMP, CONCRETE, H | | | 0037 604-44251 2.000 m3 | 2700.00000 5400.00| 1000.00000 2000.00| 702.81000 1405.62 STEPS, CONCRETE | | | 0038 605-06120 12.000 m | 100.00000 1200.00| 60.00000 720.00| 163.00000 1956.00 CURB, CONCRETE , MODIFIED | | | 0039 605-06120 423.000 m | 34.00000 14382.00| 37.00000 15651.00| 41.30000 17469.90 CURB, CONCRETE 200 mm | | | 0040 605-06120 114.000 m | 47.00000 5358.00| 50.00000 5700.00| 61.50000 7011.00 CURB, CONCRETE 200 mm, TEMPORARY | | | 0041 605-06120 145.000 m | 47.00000 6815.00| 50.00000 7250.00| 78.30000 11353.50 CURB, CONCRETE VARIABLE HEIGHT, | | | TEMPORARY | | | 0042 605-06140 437.000 m | 47.00000 20539.00| 60.00000 26220.00| 31.85000 13918.45 CURB AND GUTTER, CONCRETE | | | 0043 605-06155 105.000 m | 47.00000 4935.00| 60.00000 6300.00| 83.60000 8778.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0044 611-05330 161.000 m2 | 50.00000 8050.00| 65.00000 10465.00| 47.70000 7679.70 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0045 615-06490 25.000 EACH | 130.00000 3250.00| 130.00000 3250.00| 130.00000 3250.00 RIGHT OF WAY MARKER | | | 0046 615-06500 10.000 EACH | 615.00000 6150.00| 615.00000 6150.00| 615.00000 6150.00 MONUMENT, A | | | 0047 615-06505 2.000 EACH | 630.00000 1260.00| 630.00000 1260.00| 630.00000 1260.00 MONUMENT, B | | | 0048 616-02320 222.000 m2 | 7.18000 1593.96| 6.00000 1332.00| 6.00000 1332.00 GEOTEXTILES | | | 0049 616-05689 198.000 Mg | 84.00000 16632.00| 84.00000 16632.00| 50.00000 9900.00 RIPRAP, CLASS 2 | | | 0050 621-01004 2.000 EACH | 325.00000 650.00| 325.00000 650.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 621-02770 1455.000 m2 | 1.78000 2589.90| 1.77000 2575.35| 1.29000 1876.95 EROSION CONTROL BLANKET | | | 0052 621-06545 1.000 Mg | 945.00000 945.00| 945.00000 945.00| 450.00000 450.00 FERTILIZER | | | 0053 621-06557 9.000 kg | 33.60000 302.40| 33.60000 302.40| 17.45000 157.05 SEED MIXTURE, T | | | 0054 621-06565 1.000 Mg | 790.00000 790.00| 790.00000 790.00| 1315.00000 1315.00 MULCHING MATERIAL | | | 0055 621-06567 35.000 kL | 2.50000 87.50| 2.50000 87.50| 38.57000 1349.95 WATER | | | 0056 621-06574 1940.000 m2 | 3.64000 7061.60| 3.64000 7061.60| 2.93000 5684.20 SODDING | | | 0057 622-52436 8.000 EACH | 25.00000 200.00| 25.00000 200.00| 25.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0058 622-91786 225.000 EACH | 9.20000 2070.00| 9.20000 2070.00| 14.50000 3262.50 SEEDLING | | | 0059 622-98200 8.000 EACH | 25.00000 200.00| 25.00000 200.00| 25.00000 200.00 SIGN, DO NOT DISTURB | | | 0060 715-05149 532.000 m | 88.60000 47135.20| 88.60000 47135.20| 45.00000 23940.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05151 154.000 m | 95.15000 14653.10| 95.15000 14653.10| 55.00000 8470.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0062 715-05152 33.000 m | 108.30000 3573.90| 108.30000 3573.90| 120.00000 3960.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0063 715-46010 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 500.00000 1000.00 PIPE END SECTION, 450 mm | | | 0064 720-01894 4.000 EACH | 545.92000 2183.68| 1000.00000 4000.00| 600.00000 2400.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0065 720-44000 10.000 EACH | 214.92000 2149.20| 650.00000 6500.00| 400.00000 4000.00 CASTING, ADJUST TO GRADE | | | 0066 720-45030 1.000 EACH | 950.00000 950.00| 950.00000 950.00| 3300.00000 3300.00 INLET, E7 | | | 0067 720-45045 4.000 EACH | 1155.00000 4620.00| 1155.00000 4620.00| 3800.00000 15200.00 INLET, J10 | | | 0068 720-45055 2.000 EACH | 1155.00000 2310.00| 1155.00000 2310.00| 3800.00000 7600.00 INLET, M10 | | | 0069 720-45250 6.000 EACH | 1210.00000 7260.00| 1210.00000 7260.00| 3900.00000 23400.00 CATCH BASIN, K10 | | | 0070 720-45410 6.000 EACH | 1230.00000 7380.00| 1230.00000 7380.00| 4200.00000 25200.00 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 720-90768 5.000 EACH | 1235.00000 6175.00| 1235.00000 6175.00| 4800.00000 24000.00 CATCH BASIN, S14 | | | 0072 720-91111 1.000 EACH | 2485.00000 2485.00| 2485.00000 2485.00| 10000.00000 10000.00 MANHOLE, H4, DROP | | | 0073 720-91973 2.000 EACH | 2425.00000 4850.00| 2425.00000 4850.00| 5000.00000 10000.00 MANHOLE, H4 | | | 0074 720-98174 11.000 EACH | 1660.00000 18260.00| 1660.00000 18260.00| 4300.00000 47300.00 INLET, B15 | | | 0075 720-98555 5.000 EACH | 1660.00000 8300.00| 1660.00000 8300.00| 4300.00000 21500.00 INLET, C15 | | | 0076 732-08419 4.000 m2 | 107.75000 431.00| 107.75000 431.00| 236.50000 946.00 MODULAR BLOCK WALL | | | 0077 732-08421 4.400 m2 | 590.00000 2596.00| 590.00000 2596.00| 236.50000 1040.60 MODULAR BLOCK WALL ERECTION MODULAR | | | BLOCK WALL | | | 0078 801-01505 4.000 EACH | 30.00000 120.00| 150.00000 600.00| 30.00000 120.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0079 801-06207 4210.000 m | 2.55000 10735.50| 2.64000 11114.40| 2.55000 10735.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0080 801-06211 4.000 EACH | 70.00000 280.00| 79.00000 316.00| 70.00000 280.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0081 801-06218 53.000 m | 15.74000 834.22| 15.74000 834.22| 15.74000 834.22 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0082 801-06640 21.000 EACH | 65.00000 1365.00| 75.00000 1575.00| 65.00000 1365.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 4.000 EACH | 20.00000 80.00| 50.00000 200.00| 20.00000 80.00 CONSTRUCTION SIGN, B | | | 0084 801-06710 180.000 DAY | 11.00000 1980.00| 11.00000 1980.00| 11.00000 1980.00 FLASHING ARROW SIGN | | | 0085 801-06775 LUMP | 20000.00000 20000.00| 25000.00000 25000.00| 67000.00000 67000.00 MAINTAINING TRAFFIC | | | 0086 801-07119 58.000 m | 19.00000 1102.00| 12.00000 696.00| 19.00000 1102.00 BARRICADE, III-B | | | 0087 802-05701 47.000 m | 28.75000 1351.25| 30.00000 1410.00| 36.00000 1692.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 802-05702 6.000 m | 23.50000 141.00| 25.00000 150.00| 30.00000 180.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0089 802-07059 12.000 EACH | 16.75000 201.00| 18.00000 216.00| 25.00000 300.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0090 802-76025 14.000 m2 | 147.00000 2058.00| 150.00000 2100.00| 160.00000 2240.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0091 802-76035 1.000 m2 | 147.00000 147.00| 150.00000 150.00| 140.00000 140.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0092 802-76045 5.000 m2 | 180.00000 900.00| 190.00000 950.00| 190.00000 950.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0093 805-01815 4.000 EACH | 1100.00000 4400.00| 1950.00000 7800.00| 1100.00000 4400.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0094 805-01842 7.000 EACH | 650.00000 4550.00| 800.00000 5600.00| 650.00000 4550.00 HANDHOLE, SIGNAL | | | 0095 805-01844 280.000 m | 25.60000 7168.00| 38.00000 10640.00| 25.60000 7168.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0096 805-01879 1.000 EACH | 1400.00000 1400.00| 600.00000 600.00| 1400.00000 1400.00 SIGNAL SERVICE | | | 0097 805-02087 LUMP | 800.00000 800.00| 300.00000 300.00| 800.00000 800.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0098 805-02152 8.000 EACH | 500.00000 4000.00| 500.00000 4000.00| 500.00000 4000.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0099 805-02503 381.000 m | 5.25000 2000.25| 0.40000 152.40| 5.25000 2000.25 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0100 805-02658 98.000 m | 11.22000 1099.56| 4.75000 465.50| 11.22000 1099.56 CABLE, COAXIAL | | | 0101 805-78100 1.000 EACH | 8800.00000 8800.00| 9200.00000 9200.00| 8800.00000 8800.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0102 805-78205 3.000 EACH | 500.00000 1500.00| 570.00000 1710.00| 500.00000 1500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 805-78230 6.000 EACH | 900.00000 5400.00| 935.00000 5610.00| 900.00000 5400.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0104 805-78370 8.000 EACH | 50.00000 400.00| 75.00000 600.00| 50.00000 400.00 PEDESTRIAN PUSH BUTTON | | | 0105 805-78415 4.000 EACH | 1000.00000 4000.00| 1300.00000 5200.00| 1000.00000 4000.00 SPAN, CATENARY, AND TETHER | | | 0106 805-78420 4.000 EACH | 130.00000 520.00| 165.00000 660.00| 130.00000 520.00 DISCONNECT HANGER | | | 0107 805-78467 21.000 m | 3.00000 63.00| 5.60000 117.60| 3.00000 63.00 SIGNAL CABLE, 3C 8GA. | | | 0108 805-78480 476.000 m | 7.60000 3617.60| 3.45000 1642.20| 7.60000 3617.60 SIGNAL CABLE, 3C 14GA. | | | 0109 805-78485 419.000 m | 8.40000 3519.60| 3.95000 1655.05| 8.40000 3519.60 SIGNAL CABLE, 5C 14GA. | | | 0110 805-78490 356.000 m | 6.00000 2136.00| 4.20000 1495.20| 6.00000 2136.00 SIGNAL CABLE, 7C 14GA. | | | 0111 805-78510 474.000 m | 5.00000 2370.00| 3.40000 1611.60| 5.00000 2370.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0112 805-78746 62.000 m | 21.00000 1302.00| 26.00000 1612.00| 21.00000 1302.00 PREFORMED LOOP DETECTORS | | | 0113 805-78785 7.000 EACH | 80.00000 560.00| 530.00000 3710.00| 80.00000 560.00 SIGNAL DETECTOR HOUSING | | | 0114 805-78795 426.000 m | 18.00000 7668.00| 20.70000 8818.20| 18.00000 7668.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0115 805-78925 1.000 EACH | 400.00000 400.00| 785.00000 785.00| 400.00000 400.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0116 805-81032 3.000 EACH | 3300.00000 9900.00| 2800.00000 8400.00| 3300.00000 9900.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0117 805-81060 1.000 EACH | 3500.00000 3500.00| 3350.00000 3350.00| 3500.00000 3500.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0118 805-92504 5.000 EACH | 170.00000 850.00| 200.00000 1000.00| 170.00000 850.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0119 806-02443 1.000 EACH | 900.00000 900.00| 1580.00000 1580.00| 900.00000 900.00 TEMPORARY SIGNAL POLE, GUY, AND ANCHOR | | | 0120 808-04298 2.000 EACH | 275.00000 550.00| 305.00000 610.00| 275.00000 550.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0121 808-06701 190.000 m | 1.33000 252.70| 1.33000 252.70| 1.33000 252.70 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 808-06703 729.000 m | 1.33000 969.57| 1.33000 969.57| 1.33000 969.57 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0123 808-06716 3000.000 m | 0.99000 2970.00| 0.60000 1800.00| 0.99000 2970.00 LINE, REMOVE | | | 0124 808-75245 1021.800 m | 1.33000 1358.99| 1.33000 1358.99| 1.33000 1358.99 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0125 808-75278 79.000 m | 3.90000 308.10| 3.90000 308.10| 3.90000 308.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0126 808-75297 56.000 m | 7.87000 440.72| 7.87000 440.72| 7.87000 440.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0127 808-75300 234.000 m | 1.91000 446.94| 1.96000 458.64| 1.96000 458.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0128 808-75320 12.000 EACH | 40.00000 480.00| 40.00000 480.00| 40.00000 480.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0129 808-75325 10.000 EACH | 61.00000 610.00| 61.00000 610.00| 61.00000 610.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0130 808-92027 527.000 m | 1.75000 922.25| 2.00000 1054.00| 1.75000 922.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0131 720-04682 8.000 EACH | 150.00000 1200.00| 250.00000 2000.00| 250.00000 2000.00 INLET , REMOVE | | | SECTION TOTALS | $ 1,014,269.10| $ 1,114,230.23| $ 1,207,086.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,014,269.10| $ 1,114,230.23| $ 1,207,086.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1185040 |( ) |HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 37500.00000 37500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2200.00000 13200.00| 2200.00000 13200.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 62500.00000 62500.00| 125000.00000 125000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 26100.00000 26100.00| 100000.00000 100000.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 1858.000 m2 | 21.00000 39018.00| 24.50000 45521.00| PAVEMENT REMOVAL | | | 0008 202-02278 1020.000 m | 15.00000 15300.00| 16.00000 16320.00| CURB, CONCRETE, REMOVE | | | 0009 202-02279 120.000 m | 15.00000 1800.00| 16.00000 1920.00| CURB AND GUTTER, REMOVE | | | 0010 202-03875 3.000 EACH | 800.00000 2400.00| 550.00000 1650.00| CONCRETE STEPS, REMOVE | | | 0011 202-06580 100.000 m3 | 115.00000 11500.00| 100.00000 10000.00| CONTAMINATED SOIL, REMOVE | | | 0012 202-07603 20.000 EACH | 70.00000 1400.00| 75.00000 1500.00| TESTING FOR WASTE, C | | | 0013 202-52710 1284.000 m2 | 8.00000 10272.00| 15.00000 19260.00| SIDEWALK, CONCRETE, REMOVE | | | 0014 203-02000 1237.000 m3 | 11.00000 13607.00| 20.00000 24740.00| EXCAVATION, COMMON | | | 0015 205-06933 1.000 EACH | 100.00000 100.00| 110.00000 110.00| TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 599.000 m | 4.62000 2767.38| 5.00000 2995.00| TEMPORARY SILT FENCE | | | 0017 206-51220 110.000 m3 | 14.00000 1540.00| 40.00000 4400.00| EXCAVATION, WET | | | 0018 207-08267 804.000 m2 | 16.00000 12864.00| 12.70000 10210.80| SUBGRADE TREATMENT, TYPE IIIA | | | 0019 207-08268 3522.000 m2 | 18.00000 63396.00| 21.00000 73962.00| SUBGRADE TREATMENT, TYPE IV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1185040 |( ) |HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-07454 921.000 m3 | 15.00000 13815.00| 21.00000 19341.00| STRUCTURE BACKFILL | | | 0021 301-07448 62.000 Mg | 20.00000 1240.00| 32.00000 1984.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 306-08034 8614.000 m2 | 1.00000 8614.00| 2.15000 18520.10| MILLING, ASPHALT, 38 mm | | | 0023 306-08043 411.000 m2 | 4.00000 1644.00| 2.55000 1048.05| MILLING, TRANSITION | | | 0024 401-07334 1221.000 Mg | 52.00000 63492.00| 65.00000 79365.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0025 401-07403 2033.000 Mg | 46.00000 93518.00| 58.00000 117914.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0026 401-07407 2081.000 Mg | 43.00000 89483.00| 56.00000 116536.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0027 402-07432 52.000 Mg | 52.00000 2704.00| 80.00000 4160.00| HMA SURFACE, TYPE A | | | 0028 402-07435 86.000 Mg | 46.00000 3956.00| 65.00000 5590.00| HMA INTERMEDIATE, TYPE A | | | 0029 402-07440 276.000 Mg | 43.00000 11868.00| 58.00000 16008.00| HMA BASE, TYPE A | | | 0030 406-05520 7.000 Mg | 1.00000 7.00| 350.00000 2450.00| ASPHALT FOR TACK COAT | | | 0031 601-06035 53.000 m | 67.00000 3551.00| 145.00000 7685.00| GUARDRAIL, RESET | | | 0032 604-03643 9.000 m2 | 315.00000 2835.00| 350.00000 3150.00| BRICK PAVERS | | | 0033 604-06070 2144.000 m2 | 26.10000 55958.40| 38.50000 82544.00| SIDEWALK, CONCRETE | | | 0034 604-07894 59.000 m2 | 143.25000 8451.75| 105.00000 6195.00| CURB RAMP, CONCRETE, A | | | 0035 604-07901 18.000 m2 | 135.35000 2436.30| 165.00000 2970.00| CURB RAMP. CONCRETE, G | | | 0036 604-07902 111.000 m2 | 126.82000 14077.02| 110.00000 12210.00| CURB RAMP, CONCRETE, H | | | 0037 604-44251 2.000 m3 | 1489.80000 2979.60| 1400.00000 2800.00| STEPS, CONCRETE | | | 0038 605-06120 12.000 m | 84.38000 1012.56| 160.00000 1920.00| CURB, CONCRETE , MODIFIED | | | 0039 605-06120 423.000 m | 33.42000 14136.66| 38.50000 16285.50| CURB, CONCRETE 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1185040 |( ) |HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 605-06120 114.000 m | 33.42000 3809.88| 75.00000 8550.00| CURB, CONCRETE 200 mm, TEMPORARY | | | 0041 605-06120 145.000 m | 79.29000 11497.05| 75.00000 10875.00| CURB, CONCRETE VARIABLE HEIGHT, | | | TEMPORARY | | | 0042 605-06140 437.000 m | 48.02000 20984.74| 38.50000 16824.50| CURB AND GUTTER, CONCRETE | | | 0043 605-06155 105.000 m | 80.64000 8467.20| 49.50000 5197.50| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0044 611-05330 161.000 m2 | 62.44000 10052.84| 58.25000 9378.25| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0045 615-06490 25.000 EACH | 130.00000 3250.00| 150.00000 3750.00| RIGHT OF WAY MARKER | | | 0046 615-06500 10.000 EACH | 615.00000 6150.00| 525.00000 5250.00| MONUMENT, A | | | 0047 615-06505 2.000 EACH | 630.00000 1260.00| 600.00000 1200.00| MONUMENT, B | | | 0048 616-02320 222.000 m2 | 6.00000 1332.00| 9.20000 2042.40| GEOTEXTILES | | | 0049 616-05689 198.000 Mg | 50.00000 9900.00| 60.00000 11880.00| RIPRAP, CLASS 2 | | | 0050 621-01004 2.000 EACH | 325.00000 650.00| 425.00000 850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-02770 1455.000 m2 | 1.76000 2560.80| 1.95000 2837.25| EROSION CONTROL BLANKET | | | 0052 621-06545 1.000 Mg | 945.00000 945.00| 1000.00000 1000.00| FERTILIZER | | | 0053 621-06557 9.000 kg | 33.60000 302.40| 36.90000 332.10| SEED MIXTURE, T | | | 0054 621-06565 1.000 Mg | 790.00000 790.00| 850.00000 850.00| MULCHING MATERIAL | | | 0055 621-06567 35.000 kL | 2.50000 87.50| 2.75000 96.25| WATER | | | 0056 621-06574 1940.000 m2 | 3.64000 7061.60| 6.80000 13192.00| SODDING | | | 0057 622-52436 8.000 EACH | 25.00000 200.00| 27.50000 220.00| SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1185040 |( ) |HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 622-91786 225.000 EACH | 9.20000 2070.00| 10.15000 2283.75| SEEDLING | | | 0059 622-98200 8.000 EACH | 25.00000 200.00| 27.50000 220.00| SIGN, DO NOT DISTURB | | | 0060 715-05149 532.000 m | 45.00000 23940.00| 120.00000 63840.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05151 154.000 m | 55.00000 8470.00| 165.00000 25410.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0062 715-05152 33.000 m | 120.00000 3960.00| 240.00000 7920.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0063 715-46010 2.000 EACH | 500.00000 1000.00| 720.00000 1440.00| PIPE END SECTION, 450 mm | | | 0064 720-01894 4.000 EACH | 600.00000 2400.00| 990.00000 3960.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0065 720-44000 10.000 EACH | 400.00000 4000.00| 570.00000 5700.00| CASTING, ADJUST TO GRADE | | | 0066 720-45030 1.000 EACH | 3300.00000 3300.00| 1230.00000 1230.00| INLET, E7 | | | 0067 720-45045 4.000 EACH | 3800.00000 15200.00| 1560.00000 6240.00| INLET, J10 | | | 0068 720-45055 2.000 EACH | 3800.00000 7600.00| 1560.00000 3120.00| INLET, M10 | | | 0069 720-45250 6.000 EACH | 3900.00000 23400.00| 2345.00000 14070.00| CATCH BASIN, K10 | | | 0070 720-45410 6.000 EACH | 4200.00000 25200.00| 2240.00000 13440.00| MANHOLE, C4 | | | 0071 720-90768 5.000 EACH | 4800.00000 24000.00| 2800.00000 14000.00| CATCH BASIN, S14 | | | 0072 720-91111 1.000 EACH | 10000.00000 10000.00| 5000.00000 5000.00| MANHOLE, H4, DROP | | | 0073 720-91973 2.000 EACH | 5000.00000 10000.00| 5000.00000 10000.00| MANHOLE, H4 | | | 0074 720-98174 11.000 EACH | 4300.00000 47300.00| 2600.00000 28600.00| INLET, B15 | | | 0075 720-98555 5.000 EACH | 4300.00000 21500.00| 2600.00000 13000.00| INLET, C15 | | | 0076 732-08419 4.000 m2 | 107.75000 431.00| 120.00000 480.00| MODULAR BLOCK WALL | | | 0077 732-08421 4.400 m2 | 590.00000 2596.00| 650.00000 2860.00| MODULAR BLOCK WALL ERECTION MODULAR | | | BLOCK WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1185040 |( ) |HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 801-01505 4.000 EACH | 30.00000 120.00| 71.50000 286.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0079 801-06207 4210.000 m | 2.55000 10735.50| 3.00000 12630.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0080 801-06211 4.000 EACH | 70.00000 280.00| 49.50000 198.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0081 801-06218 53.000 m | 15.74000 834.22| 17.75000 940.75| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0082 801-06640 21.000 EACH | 65.00000 1365.00| 85.00000 1785.00| CONSTRUCTION SIGN, A | | | 0083 801-06645 4.000 EACH | 20.00000 80.00| 38.50000 154.00| CONSTRUCTION SIGN, B | | | 0084 801-06710 180.000 DAY | 11.00000 1980.00| 11.00000 1980.00| FLASHING ARROW SIGN | | | 0085 801-06775 LUMP | 74600.00000 74600.00| 11000.00000 11000.00| MAINTAINING TRAFFIC | | | 0086 801-07119 58.000 m | 19.00000 1102.00| 41.50000 2407.00| BARRICADE, III-B | | | 0087 802-05701 47.000 m | 36.00000 1692.00| 33.00000 1551.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-05702 6.000 m | 30.00000 180.00| 27.50000 165.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0089 802-07059 12.000 EACH | 25.00000 300.00| 19.80000 237.60| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0090 802-76025 14.000 m2 | 160.00000 2240.00| 165.00000 2310.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0091 802-76035 1.000 m2 | 140.00000 140.00| 165.00000 165.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0092 802-76045 5.000 m2 | 190.00000 950.00| 209.00000 1045.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1185040 |( ) |HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 805-01815 4.000 EACH | 1100.00000 4400.00| 2145.00000 8580.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0094 805-01842 7.000 EACH | 650.00000 4550.00| 880.00000 6160.00| HANDHOLE, SIGNAL | | | 0095 805-01844 280.000 m | 25.60000 7168.00| 41.80000 11704.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0096 805-01879 1.000 EACH | 1400.00000 1400.00| 660.00000 660.00| SIGNAL SERVICE | | | 0097 805-02087 LUMP | 800.00000 800.00| 330.00000 330.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0098 805-02152 8.000 EACH | 500.00000 4000.00| 550.00000 4400.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0099 805-02503 381.000 m | 5.25000 2000.25| 0.45000 171.45| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0100 805-02658 98.000 m | 11.22000 1099.56| 5.25000 514.50| CABLE, COAXIAL | | | 0101 805-78100 1.000 EACH | 8800.00000 8800.00| 10120.00000 10120.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0102 805-78205 3.000 EACH | 500.00000 1500.00| 627.00000 1881.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0103 805-78230 6.000 EACH | 900.00000 5400.00| 1028.50000 6171.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0104 805-78370 8.000 EACH | 50.00000 400.00| 82.50000 660.00| PEDESTRIAN PUSH BUTTON | | | 0105 805-78415 4.000 EACH | 1000.00000 4000.00| 1430.00000 5720.00| SPAN, CATENARY, AND TETHER | | | 0106 805-78420 4.000 EACH | 130.00000 520.00| 181.50000 726.00| DISCONNECT HANGER | | | 0107 805-78467 21.000 m | 3.00000 63.00| 6.15000 129.15| SIGNAL CABLE, 3C 8GA. | | | 0108 805-78480 476.000 m | 7.60000 3617.60| 3.80000 1808.80| SIGNAL CABLE, 3C 14GA. | | | 0109 805-78485 419.000 m | 8.40000 3519.60| 4.35000 1822.65| SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1185040 |( ) |HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 805-78490 356.000 m | 6.00000 2136.00| 4.65000 1655.40| SIGNAL CABLE, 7C 14GA. | | | 0111 805-78510 474.000 m | 5.00000 2370.00| 3.75000 1777.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0112 805-78746 62.000 m | 21.00000 1302.00| 28.60000 1773.20| PREFORMED LOOP DETECTORS | | | 0113 805-78785 7.000 EACH | 80.00000 560.00| 583.00000 4081.00| SIGNAL DETECTOR HOUSING | | | 0114 805-78795 426.000 m | 18.00000 7668.00| 22.75000 9691.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0115 805-78925 1.000 EACH | 400.00000 400.00| 863.50000 863.50| CONTROLLER CABINET FOUNDATION, P1 | | | 0116 805-81032 3.000 EACH | 3300.00000 9900.00| 3080.00000 9240.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0117 805-81060 1.000 EACH | 3500.00000 3500.00| 3685.00000 3685.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0118 805-92504 5.000 EACH | 170.00000 850.00| 220.00000 1100.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0119 806-02443 1.000 EACH | 900.00000 900.00| 1738.00000 1738.00| TEMPORARY SIGNAL POLE, GUY, AND ANCHOR | | | 0120 808-04298 2.000 EACH | 275.00000 550.00| 385.00000 770.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0121 808-06701 190.000 m | 1.33000 252.70| 1.00000 190.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0122 808-06703 729.000 m | 1.33000 969.57| 1.00000 729.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0123 808-06716 3000.000 m | 0.99000 2970.00| 2.65000 7950.00| LINE, REMOVE | | | 0124 808-75245 1021.800 m | 1.33000 1358.99| 1.00000 1021.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0125 808-75278 79.000 m | 3.90000 308.10| 6.60000 521.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0126 808-75297 56.000 m | 7.87000 440.72| 10.45000 585.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 190 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,045,085.64 ROUTE : 933 CALL ORDER : 190 CONTRACT ID : R -27710-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1185040 |( ) |HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 808-75300 234.000 m | 1.96000 458.64| 3.85000 900.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0128 808-75320 12.000 EACH | 40.00000 480.00| 55.00000 660.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0129 808-75325 10.000 EACH | 61.00000 610.00| 71.50000 715.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0130 808-92027 527.000 m | 1.75000 922.25| 4.40000 2318.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0131 720-04682 8.000 EACH | 250.00000 2000.00| 600.00000 4800.00| INLET , REMOVE | | | SECTION TOTALS | $ 1,230,157.38| $ 1,479,285.55| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,230,157.38| $ 1,479,285.55| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 40 CALL ORDER : 200 CONTRACT ID : R -27983-A COUNTIES : VIGO LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 565,109.88 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 586,500.00 103.7851% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 599,359.75 106.0607% 4 90-0177865 HIS CONSTRUCTORS LLC $ 618,800.00 109.5008% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 661,586.80 117.0722% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 220 CONTRACT ID : R -28101-A COUNTIES : BOONE LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,483,650.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 3,678,176.72 105.5840% 3 35-1875662 CRIDER & CRIDER, INC. $ 3,773,283.70 108.3141% 4 35-1609544 SCHUTT-LOOKABILL CO $ 3,951,421.15 113.4276% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 45,000.00 ROUTE : 74 CALL ORDER : 230 CONTRACT ID : R -28105-A COUNTIES : VERMILLION LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/28/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1181156 KANIZER EXCAVATING CO $ 27,007.00 100.0000% 2 35-1127746 S & G EXCAVATING INC $ 29,400.00 108.8607% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 29,420.00 108.9347% 4 35-1874009 HAUER EXCAVATING $ 37,975.00 140.6117% 5 35-2103617 BRYAN`S HAULING & EXCAVATING $ 43,400.00 160.6991% ==================================================================================================================================== |( 1 ) 35-1181156 |( 2 ) 35-1127746 |( 3 ) 35-2070195 |KANIZER EXCAVATING CO |S & G EXCAVATING INC |ALPHA EXCAVATING & LANDSCAPIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS REMOVAL | | | 0001 202-03000 LUMP | 22000.00000 22000.00| 28300.00000 28300.00| 28000.00000 28000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3919-3 | | | 0002 205-06937 200.000 LFT | 4.00000 800.00| 2.00000 400.00| 0.10000 20.00 TEMPORARY SILT FENCE | | | 0003 621-06559 700.000 SYS | 6.01000 4207.00| 1.00000 700.00| 2.00000 1400.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 27,007.00| $ 29,400.00| $ 29,420.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,007.00| $ 29,400.00| $ 29,420.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 45,000.00 ROUTE : 74 CALL ORDER : 230 CONTRACT ID : R -28105-A COUNTIES : VERMILLION LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1874009 |( 5 ) 35-2103617 |( ) |HAUER EXCAVATING |BRYAN`S HAULING & EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS REMOVAL | | | 0001 202-03000 LUMP | 36415.00000 36415.00| 40900.00000 40900.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3919-3 | | | 0002 205-06937 200.000 LFT | 1.50000 300.00| 2.00000 400.00| TEMPORARY SILT FENCE | | | 0003 621-06559 700.000 SYS | 1.80000 1260.00| 3.00000 2100.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 37,975.00| $ 43,400.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 37,975.00| $ 43,400.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 234 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 234 CONTRACT ID : R -28136-B COUNTIES : VERMILLION LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 1,389,258.62 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,393.75 ROUTE : SR 67 CALL ORDER : 250 CONTRACT ID : R -28194-A COUNTIES : HENDRICKS LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 8,920.00 100.0000% 2 35-2103617 BRYAN`S HAULING & EXCAVATING $ 12,800.00 143.4978% 3 35-1874009 HAUER EXCAVATING $ 13,689.00 153.4641% ==================================================================================================================================== |( 1 ) 35-2070195 |( 2 ) 35-2103617 |( 3 ) 35-1874009 |ALPHA EXCAVATING & LANDSCAPI |BRYAN`S HAULING & EXCAVATING |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 8450.00000 8450.00| 12175.00000 12175.00| 13209.00000 13209.00 HOUSES AND BUILDINGS, REMOVE | | | 0002 205-06937 200.000 LFT | 0.10000 20.00| 2.00000 400.00| 1.50000 300.00 TEMPORARY SILT FENCE | | | 0003 621-06559 225.000 SYS | 2.00000 450.00| 1.00000 225.00| 0.80000 180.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 8,920.00| $ 12,800.00| $ 13,689.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,920.00| $ 12,800.00| $ 13,689.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 30,000.00 ROUTE : 520 CALL ORDER : 260 CONTRACT ID : R -28195-A COUNTIES : PORTER LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/23/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1487677 MARSHALL, G.E., INC. $ 11,400.00 100.0000% 2 35-2009641 REAGINS, INC. $ 14,134.00 123.9825% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 23,457.00 205.7632% ==================================================================================================================================== |( 1 ) 35-1487677 |( 2 ) 35-2009641 |( 3 ) 35-1106884 |MARSHALL, G.E., INC. |REAGINS, INC. |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVAL | | | 0001 202-03000 LUMP | 10000.00000 10000.00| 12199.00000 12199.00| 21050.00000 21050.00 HOUSES AND BUILDINGS, REMOVE | | | House/attached garage, fencing, crawl, | | | 0002 205-06937 200.000 LFT | 2.00000 400.00| 4.12500 825.00| 1.16000 232.00 TEMPORARY SILT FENCE | | | 0003 621-06559 500.000 SYS | 2.00000 1000.00| 2.22000 1110.00| 4.35000 2175.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 11,400.00| $ 14,134.00| $ 23,457.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,400.00| $ 14,134.00| $ 23,457.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 86,500.00 ROUTE : SR 53 CALL ORDER : 270 CONTRACT ID : R -28246-A COUNTIES : LAKE LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/09/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2009641 REAGINS, INC. REJECTED $ 63,700.00 92.0214% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. AWARD $ 69,223.00 100.0000% 3 35-1487677 MARSHALL, G.E., INC. $ 101,930.00 147.2487% ==================================================================================================================================== |( 1 ) 35-2009641 |( 2 ) 35-1106884 |( 3 ) 35-1487677 |REAGINS, INC. |ELLAS CONSTRUCTION COMPANY, |MARSHALL, G.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 56005.00000 56005.00| 63000.00000 63000.00| 94500.00000 94500.00 HOUSES AND BUILDINGS, REMOVE | | | 0002 202-03135 1800.000 SFT | 3.20000 5760.00| 2.12000 3816.00| 3.35000 6030.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0003 205-06937 200.000 LFT | 4.12500 825.00| 1.16000 232.00| 2.00000 400.00 TEMPORARY SILT FENCE | | | 0004 621-06560 500.000 SYS | 2.22000 1110.00| 4.35000 2175.00| 2.00000 1000.00 MULCHED SEEDING, U | | | SECTION TOTALS | $ 63,700.00| $ 69,223.00| $ 101,930.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 63,700.00| $ 69,223.00| $ 101,930.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,515.08 ROUTE : 38 CALL ORDER : 320 CONTRACT ID : RS-27971-B COUNTIES : WAYNE LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 585,045.00 100.0000% ==================================================================================================================================== |( 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 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2750.00000 8250.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 29000.00000 29000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02271 5.000 EACH | 500.00000 2500.00| | HEADWALL, REMOVE | | | 0007 203-02000 2668.000 CYS | 19.00000 50692.00| | EXCAVATION, COMMON | | | 0008 211-02050 2187.000 CYS | 16.00000 34992.00| | B BORROW | | | 0009 303-01180 228.000 TON | 35.00000 7980.00| | COMPACTED AGGREGATE, NO. 53 | | | 0010 401-06264 LUMP | 300.00000 300.00| | PROFILOGRAPH, HMA | | | 0011 401-07327 698.000 TON | 83.00000 57934.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0012 401-07397 1214.000 TON | 63.00000 76482.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0013 401-07412 3428.000 TON | 59.00000 202252.00| | QC/QA-HMA, 2, 70, BASE, 25.0 mm | | | 0014 405-05517 21.000 TON | 323.00000 6783.00| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,515.08 ROUTE : 38 CALL ORDER : 320 CONTRACT ID : RS-27971-B COUNTIES : WAYNE LETTING DATE : 06/22/05 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 406-05520 5.000 TON | 200.00000 1000.00| | ASPHALT FOR TACK COAT | | | 0016 601-05585 1.000 EACH | 2500.00000 2500.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0017 601-94689 1.000 EACH | 2900.00000 2900.00| | GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH | 1250.00000 1250.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 418.000 LFT | 16.00000 6688.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 616-06405 308.000 TON | 29.00000 8932.00| | RIPRAP, REVETMENT | | | 0021 621-01004 1.000 EACH | 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 7222.000 SYS | 0.40000 2888.80| | MULCHED SEEDING, R | | | 0023 715-05169 73.000 LFT | 40.00000 2920.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0024 715-05595 55.000 LFT | 65.00000 3575.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0025 715-05757 5.000 LFT | 87.00000 435.00| | PIPE EXTENSION, CIRCULAR, 36 IN. | | | 0026 715-05889 20.000 LFT | 75.00000 1500.00| | PIPE EXTENSION, CIRCULAR, 30 IN. | | | 0027 715-46005 6.000 EACH | 250.00000 1500.00| | PIPE END SECTION, 15 IN. | | | 0028 715-46030 1.000 EACH | 400.00000 400.00| | PIPE END SECTION, 30 IN. | | | 0029 801-06640 13.000 EACH | 58.00000 754.00| | CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP | 51628.06000 51628.06| | MAINTAINING TRAFFIC | | | 0031 808-06713 55757.000 LFT | 0.02000 1115.14| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-75297 72.000 LFT | 11.00000 792.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,515.08 ROUTE : 38 CALL ORDER : 320 CONTRACT ID : RS-27971-B COUNTIES : WAYNE LETTING DATE : 06/22/05 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-75320 12.000 EACH | 65.00000 780.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 6.000 EACH | 95.00000 570.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 585,045.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 585,045.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 330 CONTRACT ID : RS-28076-B COUNTIES : VIGO LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,869,672.25 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,949,296.00 ROUTE : I-90 CALL ORDER : 350 CONTRACT ID : RT-27888-A COUNTIES : LAKE LAPORTE LETTING DATE : 06/22/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT PORTER OTHERS CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 2,849,631.60 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,255,676.18 114.2490% ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-04655 3.000 MOS | 600.00000 1800.00| 217.83000 653.49| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 135000.00000 135000.00| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07491 250.000 TON | 70.00000 17500.00| 200.00000 50000.00| HMA PATCHING, TYPE C | | | 0006 306-08034 314571.000 SYS | 0.70000 220199.70| 0.90000 283113.90| MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08034 163939.000 SYS | 0.76000 124593.64| 0.70000 114757.30| MILLING, ASPHALT, 1 1/2 IN. , | | | NON-MAINLINE | | | 0008 306-08041 50926.000 SYS | 1.75000 89120.50| 2.08000 105926.08| MILLING, CONCRETE PAVEMENT | | | 0009 401-05467 2640.000 LFT | 2.30000 6072.00| 2.37000 6256.80| MILLED HMA CORRUGATIONS | | | 0010 401-06264 LUMP | 20000.00000 20000.00| 3570.00000 3570.00| PROFILOGRAPH, HMA | | | 0011 401-07337 25952.000 TON | 50.00000 1297600.00| 61.75000 1602536.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | MAINLINE | | | 0012 401-07337 5838.000 TON | 51.00000 297738.00| 70.20000 409827.60| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | RAMPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,949,296.00 ROUTE : I-90 CALL ORDER : 350 CONTRACT ID : RT-27888-A COUNTIES : LAKE LAPORTE LETTING DATE : 06/22/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT PORTER OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 402-05477 223.000 TON | 40.00000 8920.00| 60.00000 13380.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-07434 12128.000 TON | 35.00000 424480.00| 39.70000 481481.60| HMA SURFACE, TYPE C | | | 0015 406-05520 97.000 TON | 380.00000 36860.00| 500.00000 48500.00| ASPHALT FOR TACK COAT | | | 0016 801-01093 4.000 EACH | 418.00000 1672.00| 418.00000 1672.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0017 801-06207 10560.000 LFT | 1.00000 10560.00| 0.60000 6336.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 32.000 EACH | 68.00000 2176.00| 68.00000 2176.00| CONSTRUCTION SIGN, A | | | 0019 801-06710 50.000 DAY | 10.00000 500.00| 10.00000 500.00| FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 55000.00000 55000.00| 9643.59000 9643.59| MAINTAINING TRAFFIC | | | 0021 801-09133 6.000 EACH | 2995.00000 17970.00| 2995.00000 17970.00| TEMPORARY CHANGEABLE MESSAGE SIGN , | | | REMOTELY PROGRAMMABLE | | | 0022 808-75007 138336.000 LFT | 0.14000 19367.04| 0.16000 22133.76| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0023 808-75015 10000.000 LFT | 0.55000 5500.00| 0.90000 9000.00| LINE, PAINT, SOLID, WHITE, 12 IN. | | | 0024 808-75047 63888.000 LFT | 0.14000 8944.32| 0.16000 10222.08| LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0025 808-75996 639.000 EACH | 6.00000 3834.00| 5.40000 3450.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 639.000 EACH | 28.00000 17892.00| 27.50000 17572.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0027 808-96075 31944.000 LFT | 0.60000 19166.40| 0.30000 9583.20| LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | 0028 808-97323 3184.000 LFT | 2.25000 7164.00| 3.27000 10411.68| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 2,849,631.60| $ 3,255,676.18| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,849,631.60| $ 3,255,676.18| $ ====================================================================================================================================