INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,353,911.29 ROUTE : 46 CALL ORDER : 321 CONTRACT ID : RS-24389-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,164,025.70 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,269,105.00 109.0272% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |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 105-06790 6.000 MOS | 1500.00000 9000.00| 1500.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 33800.000 m2 | 0.75000 25350.00| 0.75000 25350.00| SURFACE MILLING, ASPHALT | | | 0004 303-52309 1802.000 Mg | 13.50000 24327.00| 17.00000 30634.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 500.000 Mg | 40.00000 20000.00| 100.00000 50000.00| HMA FOR PATCHING | | | 0009 402-05495 1860.000 Mg | 36.00000 66960.00| 38.00000 70680.00| HMA WEDGE AND LEVEL | | | 0010 406-05520 59.000 Mg | 185.00000 10915.00| 175.00000 10325.00| ASPHALT FOR TACK COAT | | | 0011 610-05527 1240.000 Mg | 62.00000 76880.00| 60.00000 74400.00| HMA FOR APPROACHES | | | 0012 720-44000 98.000 EACH| 350.00000 34300.00| 250.00000 24500.00| CASTING, ADJUST TO GRADE | | | 0013 801-06203 3180.000 m | 0.65000 2067.00| 1.00000 3180.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0014 801-06207 1980.000 m | 2.40000 4752.00| 3.00000 5940.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0015 801-06640 98.000 EACH| 52.00000 5096.00| 60.00000 5880.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 55000.00000 55000.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0017 805-02327 21.000 EACH| 85.00000 1785.00| 250.00000 5250.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,353,911.29 ROUTE : 46 CALL ORDER : 321 CONTRACT ID : RS-24389-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 805-78470 600.000 m | 3.50000 2100.00| 1.50000 900.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0019 805-78510 60.000 m | 3.00000 180.00| 7.00000 420.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0020 805-78795 200.000 m | 20.50000 4100.00| 40.00000 8000.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 808-01226 310.000 EACH| 8.75000 2712.50| 10.00000 3100.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0023 808-04298 3.000 EACH| 340.00000 1020.00| 400.00000 1200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0024 808-06701 2100.000 m | 0.80000 1680.00| 1.00000 2100.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0025 808-06703 1600.000 m | 0.80000 1280.00| 1.00000 1600.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0026 808-06705 100.000 m | 3.00000 300.00| 5.00000 500.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0027 808-06712 1280.000 m | 0.14000 179.20| 0.20000 256.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0028 808-06713 14600.000 m | 0.14000 2044.00| 0.20000 2920.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0029 808-06714 9950.000 m | 0.14000 1393.00| 0.20000 1990.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0031 808-75245 5530.000 m | 0.80000 4424.00| 1.00000 5530.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0032 808-75297 900.000 m | 9.00000 8100.00| 10.00000 9000.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0033 808-75320 33.000 EACH| 57.00000 1881.00| 60.00000 1980.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 18.000 EACH| 78.00000 1404.00| 80.00000 1440.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0035 808-75994 310.000 EACH| 6.25000 1937.50| 7.00000 2170.00| PRISMATIC REFLECTOR | | | 0036 808-75996 310.000 EACH| 3.25000 1007.50| 4.00000 1240.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,353,911.29 ROUTE : 46 CALL ORDER : 321 CONTRACT ID : RS-24389-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 808-92027 250.000 m | 2.90000 725.00| 4.00000 1000.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm , GORE AREA | | | 0038 202-60820 2310.000 m2 | 2.80000 6468.00| 4.00000 9240.00| SURFACE MILLING, ASPHALT | | | 0039 202-60822 90.000 m2 | 10.00000 900.00| 10.00000 900.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0040 305-05731 3677.000 Mg | 40.00000 147080.00| 40.00000 147080.00| WIDENING WITH QC/QA HMA | | | 0041 401-05454 7700.000 Mg | 31.00000 238700.00| 35.00000 269500.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0042 401-05456 8100.000 Mg | 38.50000 311850.00| 43.00000 348300.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0043 402-05486 525.000 Mg | 38.00000 19950.00| 45.00000 23625.00| HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0044 402-05490 350.000 Mg | 40.00000 14000.00| 50.00000 17500.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0045 808-02066 990.000 m | 2.20000 2178.00| 2.50000 2475.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID WHITE CROSSHATCH LINE, 150 mm | | | SECTION TOTALS | $ 1,164,025.70| $ 1,269,105.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,164,025.70| $ 1,269,105.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,500,312.80 ROUTE : 231 CALL ORDER : 331 CONTRACT ID : RS-24506-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1167376 KEISER & KEISER CONTRACTORS $ 1,351,393.12 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,479,903.18 109.5094% ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 | |KEISER & KEISER CONTRACTORS |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 105-06790 8.000 MOS | 977.75000 7822.00| 1300.00000 10400.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 17400.00000 17400.00| 10500.00000 10500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 65993.47000 65993.47| 74000.00000 74000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02271 3.000 EACH| 103.12000 309.36| 650.00000 1950.00| HEADWALL, REMOVE | | | 0006 202-60820 50722.000 m2 | 0.44000 22317.68| 1.00000 50722.00| SURFACE MILLING, ASPHALT | | | 0008 211-02060 20.000 m3 | 15.60000 312.00| 11.00000 220.00| B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 1691.000 Mg | 15.79000 26700.89| 24.00000 40584.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 305-05204 504.000 Mg | 163.83000 82570.32| 120.00000 60480.00| HMA FOR PATCHING | | | 0011 310-04014 145.000 m2 | 149.81000 21722.45| 265.00000 38425.00| PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0012 401-05454 8607.000 Mg | 32.36000 278522.52| 33.00000 284031.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0013 401-05456 8428.000 Mg | 36.01000 303492.28| 37.00000 311836.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 401-05464 4743.000 Mg | 34.09000 161688.87| 37.00000 175491.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0015 402-05468 503.000 Mg | 42.20000 21226.60| 85.00000 42755.00| HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05481 811.000 Mg | 46.66000 37841.26| 85.00000 68935.00| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,500,312.80 ROUTE : 231 CALL ORDER : 331 CONTRACT ID : RS-24506-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 | |KEISER & KEISER CONTRACTORS |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 402-05486 2570.000 Mg | 34.73000 89256.10| 33.00000 84810.00| HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0018 402-05495 1000.000 Mg | 28.92000 28920.00| 43.00000 43000.00| HMA WEDGE AND LEVEL | | | 0019 404-05511 220.000 m2 | 6.92000 1522.40| 8.00000 1760.00| SEAL COAT, 2 | | | 0020 405-05517 4.000 Mg | 272.00000 1088.00| 330.00000 1320.00| ASPHALT FOR PRIME COAT | | | 0021 406-05520 85.000 Mg | 300.00000 25500.00| 175.00000 14875.00| ASPHALT FOR TACK COAT | | | 0023 610-05527 945.000 Mg | 63.19000 59714.55| 72.00000 68040.00| HMA FOR APPROACHES | | | 0025 715-05708 24.000 m | 216.00000 5184.00| 140.00000 3360.00| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0026 715-46005 1.000 EACH| 250.00000 250.00| 300.00000 300.00| PIPE END SECTION, 375 mm | | | 0027 720-44000 11.000 EACH| 500.00000 5500.00| 300.00000 3300.00| CASTING, ADJUST TO GRADE | | | 0028 730-26729 1.000 EACH| 1852.78000 1852.78| 5000.00000 5000.00| GRATED BOX END SECTION, II, 6:1, 375 mm | | | 0029 801-06203 1482.000 m | 2.55000 3779.10| 2.60000 3853.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0030 801-06207 1482.000 m | 2.59000 3838.38| 3.20000 4742.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0031 801-06640 37.000 EACH| 65.00000 2405.00| 66.00000 2442.00| CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 47670.04000 47670.04| 42000.00000 42000.00| MAINTAINING TRAFFIC | | | 0033 802-76035 1.600 m2 | 188.00000 300.80| 190.00000 304.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0034 802-76055 19.200 m | 14.00000 268.80| 15.00000 288.00| SIGN POST, A | | | 0035 805-96014 25.000 m | 9.35000 233.75| 20.00000 500.00| SAW CUT, FULL DEPTH | | | 0036 808-06701 115.000 m | 1.80000 207.00| 1.85000 212.75| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0037 808-06703 175.000 m | 1.80000 315.00| 1.85000 323.75| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,500,312.80 ROUTE : 231 CALL ORDER : 331 CONTRACT ID : RS-24506-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 | |KEISER & KEISER CONTRACTORS |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 808-06712 3306.000 m | 0.13000 429.78| 0.14000 462.84| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0039 808-06713 29812.000 m | 0.13000 3875.56| 0.14000 4173.68| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06714 7344.000 m | 0.13000 954.72| 0.14000 1028.16| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0041 808-75015 246.000 m | 0.38000 93.48| 0.40000 98.40| LINE, PAINT, SOLID, WHITE, 300 mm | | | 0045 808-75996 950.000 EACH| 2.75000 2612.50| 3.00000 2850.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 808-04298 1.000 EACH| 300.00000 300.00| 325.00000 325.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0047 203-02070 20.000 m3 | 33.82000 676.40| 130.00000 2600.00| BORROW | | | 0048 715-05118 4.000 m | 264.82000 1059.28| 450.00000 1800.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0049 715-46000 1.000 EACH| 100.00000 100.00| 280.00000 280.00| PIPE END SECTION, 300 mm | | | 0050 621-06559 1650.000 m2 | 1.00000 1650.00| 1.00000 1650.00| MULCHED SEEDING, R | | | 0051 621-01004 1.000 EACH| 525.00000 525.00| 575.00000 575.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 303-04095 700.000 Mg | 19.13000 13391.00| 19.00000 13300.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | SECTION TOTALS | $ 1,351,393.12| $ 1,479,903.18| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,351,393.12| $ 1,479,903.18| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 632,735.64 ROUTE : 431 CALL ORDER : 341 CONTRACT ID : RS-24523-A COUNTIES : HAMILTON MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 549,961.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 579,245.00 105.3247% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 591,600.00 107.5712% 4 35-1139301 E & B PAVING, INC. $ 635,337.89 115.5241% 5 35-1151771 CALUMET ASPHALT PAVING CO $ 694,399.12 126.2633% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |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 PAVEMENT REPAIR OR REHABILITATION | | | 0001 105-01925 6.000 MOS | 1500.00000 9000.00| 1900.00000 11400.00| 2200.00000 13200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4800.00000 4800.00| 4500.00000 4500.00| 5300.00000 5300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25600.00000 25600.00| 28900.00000 28900.00| 15500.00000 15500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 129287.000 m2 | 0.60000 77572.20| 0.30000 38786.10| 0.22000 28443.14 SURFACE MILLING, ASPHALT 25MM | | | 0005 401-05456 9697.000 Mg | 38.00000 368486.00| 44.50000 431516.50| 47.00000 455759.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 32.300 Mg | 175.00000 5652.50| 160.00000 5168.00| 175.00000 5652.50 ASPHALT FOR TACK COAT | | | 0007 801-06203 1221.000 m | 1.60000 1953.60| 1.10000 1343.10| 1.60000 1953.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0008 801-06207 1221.000 m | 0.55000 671.55| 3.20000 3907.20| 3.50000 4273.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 55.000 EACH| 58.00000 3190.00| 60.00000 3300.00| 60.00000 3300.00 CONSTRUCTION SIGN, A | | | 0010 801-06710 50.000 DAY | 16.00000 800.00| 18.00000 900.00| 16.00000 800.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 8800.00000 8800.00| 4179.35000 4179.35| 14519.39000 14519.39 MAINTAINING TRAFFIC | | | 0012 805-78470 1650.000 m | 4.10000 6765.00| 4.40000 7260.00| 4.00000 6600.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0013 805-78795 550.000 m | 20.40000 11220.00| 22.00000 12100.00| 20.00000 11000.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 632,735.64 ROUTE : 431 CALL ORDER : 341 CONTRACT ID : RS-24523-A COUNTIES : HAMILTON MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 805-94682 22.000 EACH| 53.00000 1166.00| 55.00000 1210.00| 53.00000 1166.00 LOOP TESTING | | | 0015 808-06701 4221.000 m | 0.80000 3376.80| 0.75000 3165.75| 0.75000 3165.75 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0016 808-06703 5852.000 m | 0.80000 4681.60| 0.75000 4389.00| 0.75000 4389.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0017 808-06713 18000.000 m | 0.15000 2700.00| 0.15000 2700.00| 0.16000 2880.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06714 18000.000 m | 0.15000 2700.00| 0.15000 2700.00| 0.16000 2880.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 808-75297 167.400 m | 8.50000 1422.90| 10.00000 1674.00| 8.80000 1473.12 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0020 808-75320 89.000 EACH| 49.65000 4418.85| 54.00000 4806.00| 50.00000 4450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0021 808-75325 89.000 EACH| 56.00000 4984.00| 60.00000 5340.00| 55.00000 4895.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 549,961.00| $ 579,245.00| $ 591,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 549,961.00| $ 579,245.00| $ 591,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 632,735.64 ROUTE : 431 CALL ORDER : 341 CONTRACT ID : RS-24523-A COUNTIES : HAMILTON MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1151771 | |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| 2000.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5100.00000 5100.00| 5385.00000 5385.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31700.00000 31700.00| 34900.00000 34900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 129287.000 m2 | 0.47000 60764.89| 0.44000 56886.28| SURFACE MILLING, ASPHALT 25MM | | | 0005 401-05456 9697.000 Mg | 46.50000 450910.50| 49.99000 484753.03| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 32.300 Mg | 220.00000 7106.00| 150.00000 4845.00| ASPHALT FOR TACK COAT | | | 0007 801-06203 1221.000 m | 1.50000 1831.50| 1.58000 1929.18| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0008 801-06207 1221.000 m | 1.09000 1330.89| 1.34000 1636.14| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 55.000 EACH| 55.00000 3025.00| 58.07000 3193.85| CONSTRUCTION SIGN, A | | | 0010 801-06710 50.000 DAY | 15.00000 750.00| 15.84000 792.00| FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 20200.00000 20200.00| 45480.00000 45480.00| MAINTAINING TRAFFIC | | | 0012 805-78470 1650.000 m | 3.84000 6336.00| 4.05000 6682.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0013 805-78795 550.000 m | 19.29000 10609.50| 20.37000 11203.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0014 805-94682 22.000 EACH| 50.00000 1100.00| 52.80000 1161.60| LOOP TESTING | | | 0015 808-06701 4221.000 m | 0.72000 3039.12| 0.76000 3207.96| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0016 808-06703 5852.000 m | 0.72000 4213.44| 0.76000 4447.52| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0017 808-06713 18000.000 m | 0.14000 2520.00| 0.14000 2520.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06714 18000.000 m | 0.14000 2520.00| 0.14000 2520.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 808-75297 167.400 m | 8.25000 1381.05| 8.71000 1458.05| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 632,735.64 ROUTE : 431 CALL ORDER : 341 CONTRACT ID : RS-24523-A COUNTIES : HAMILTON MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1151771 | |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-75320 89.000 EACH| 47.00000 4183.00| 49.63000 4417.07| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0021 808-75325 89.000 EACH| 53.00000 4717.00| 55.96000 4980.44| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 635,337.89| $ 694,399.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 635,337.89| $ 694,399.12| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,072,361.52 ROUTE : SR 7 CALL ORDER : 351 CONTRACT ID : RS-24541-A COUNTIES : JEFFERSON JENNINGS LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,394,022.40 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 3,060,250.07 127.8287% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,325,691.14 138.9164% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,559,955.00 148.7018% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |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 105-06790 9.000 MOS | 1000.00000 9000.00| 900.00000 8100.00| 1600.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 12000.00000 12000.00| 88406.69000 88406.69| 160000.00000 160000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 191894.000 m2 | 0.15000 28784.10| 0.40000 76757.60| 0.70000 134325.80 SURFACE MILLING, ASPHALT | | | 0004 303-52309 6002.000 Mg | 11.50000 69023.00| 14.00000 84028.00| 16.00000 96032.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 100.000 Mg | 80.00000 8000.00| 88.00000 8800.00| 94.10000 9410.00 HMA FOR PATCHING | | | 0007 401-05454 36838.550 Mg | 26.00000 957802.30| 29.20000 1075685.66| 30.50000 1123575.78 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 18706.000 Mg | 34.00000 636004.00| 38.60000 722051.60| 41.00000 766946.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 50.000 Mg | 70.00000 3500.00| 47.00000 2350.00| 80.00000 4000.00 HMA WEDGE AND LEVEL | | | 0010 406-05520 202.300 Mg | 100.00000 20230.00| 200.00000 40460.00| 170.00000 34391.00 ASPHALT FOR TACK COAT | | | 0011 610-05527 3831.000 Mg | 40.00000 153240.00| 51.00000 195381.00| 60.75000 232733.25 HMA FOR APPROACHES | | | 0012 801-06203 7395.000 m | 1.00000 7395.00| 2.60000 19227.00| 0.60000 4437.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06207 2465.000 m | 3.00000 7395.00| 3.70000 9120.50| 2.10000 5176.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0014 801-06640 58.000 EACH| 80.00000 4640.00| 80.00000 4640.00| 83.00000 4814.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,072,361.52 ROUTE : SR 7 CALL ORDER : 351 CONTRACT ID : RS-24541-A COUNTIES : JEFFERSON JENNINGS LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 25000.00000 25000.00| 59000.00000 59000.00| 105220.00000 105220.00 MAINTAINING TRAFFIC | | | 0016 808-01226 1721.000 EACH| 6.00000 10326.00| 5.70000 9809.70| 6.00000 10326.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0017 808-06712 4159.000 m | 0.15000 623.85| 0.14000 582.26| 0.14000 582.26 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 51296.000 m | 0.15000 7694.40| 0.14000 7181.44| 0.14000 7181.44 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 3613.000 m | 0.15000 541.95| 0.14000 505.82| 0.14000 505.82 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-75297 6.800 m | 30.00000 204.00| 30.00000 204.00| 31.00000 210.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0021 808-75300 13.600 m | 8.00000 108.80| 8.00000 108.80| 7.90000 107.44 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0022 808-75994 1721.000 EACH| 7.00000 12047.00| 7.00000 12047.00| 7.15000 12305.15 PRISMATIC REFLECTOR | | | 0023 808-75996 1721.000 EACH| 3.00000 5163.00| 3.00000 5163.00| 2.90000 4990.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 305-05731 17200.000 Mg | 24.00000 412800.00| 36.20000 622640.00| 34.10000 586520.00 WIDENING WITH QC/QA HMA | | | 0025 401-06264 LUMP| 2500.00000 2500.00| 8000.00000 8000.00| 7500.00000 7500.00 PROFILOGRAPH, HMA | | | SECTION TOTALS | $ 2,394,022.40| $ 3,060,250.07| $ 3,325,691.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,394,022.40| $ 3,060,250.07| $ 3,325,691.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,072,361.52 ROUTE : SR 7 CALL ORDER : 351 CONTRACT ID : RS-24541-A COUNTIES : JEFFERSON JENNINGS LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |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 105-06790 9.000 MOS | 1100.00000 9900.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 178000.00000 178000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 191894.000 m2 | 0.30000 57568.20| | SURFACE MILLING, ASPHALT | | | 0004 303-52309 6002.000 Mg | 15.00000 90030.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 100.000 Mg | 140.00000 14000.00| | HMA FOR PATCHING | | | 0007 401-05454 36838.550 Mg | 35.00000 1289349.25| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 18706.000 Mg | 51.00000 954006.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 50.000 Mg | 46.00000 2300.00| | HMA WEDGE AND LEVEL | | | 0010 406-05520 202.300 Mg | 175.00000 35402.50| | ASPHALT FOR TACK COAT | | | 0011 610-05527 3831.000 Mg | 54.00000 206874.00| | HMA FOR APPROACHES | | | 0012 801-06203 7395.000 m | 1.00000 7395.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06207 2465.000 m | 2.20000 5423.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0014 801-06640 58.000 EACH| 79.00000 4582.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 62107.61000 62107.61| | MAINTAINING TRAFFIC | | | 0016 808-01226 1721.000 EACH| 5.70000 9809.70| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0017 808-06712 4159.000 m | 0.13000 540.67| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 51296.000 m | 0.13000 6668.48| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 3613.000 m | 0.13000 469.69| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-75297 6.800 m | 29.50000 200.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 351 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,072,361.52 ROUTE : SR 7 CALL ORDER : 351 CONTRACT ID : RS-24541-A COUNTIES : JEFFERSON JENNINGS LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 808-75300 13.600 m | 7.50000 102.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0022 808-75994 1721.000 EACH| 6.80000 11702.80| | PRISMATIC REFLECTOR | | | 0023 808-75996 1721.000 EACH| 3.50000 6023.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 305-05731 17200.000 Mg | 35.00000 602000.00| | WIDENING WITH QC/QA HMA | | | 0025 401-06264 LUMP| 5500.00000 5500.00| | PROFILOGRAPH, HMA | | | SECTION TOTALS | $ 3,559,955.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,559,955.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 353 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,579,813.56 ROUTE : 50 CALL ORDER : 353 CONTRACT ID : RS-24542-A COUNTIES : JACKSON LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,915,485.22 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 2,250,446.00 117.4869% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,443,384.45 127.5595% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |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 105-06790 8.000 MOS | 1000.00000 8000.00| 800.00000 6400.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 45000.00000 45000.00| 75000.00000 75000.00| 99150.00000 99150.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 208978.200 m2 | 0.15000 31346.73| 0.50000 104489.10| 0.55000 114938.01 SURFACE MILLING, ASPHALT | | | 0005 303-52309 4770.250 Mg | 12.25000 58435.56| 15.30000 72984.83| 16.50000 78709.13 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 500.000 Mg | 75.00000 37500.00| 64.00000 32000.00| 124.00000 62000.00 HMA FOR PATCHING | | | 0007 401-05454 32853.700 Mg | 25.00000 821342.50| 28.00000 919903.60| 29.50000 969184.15 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 17534.200 Mg | 32.25000 565477.95| 36.86000 646310.61| 36.00000 631231.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 401-06264 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 7400.00000 7400.00 PROFILOGRAPH, HMA | | | 0010 402-05495 500.000 Mg | 40.00000 20000.00| 34.60000 17300.00| 47.50000 23750.00 HMA WEDGE AND LEVEL | | | 0011 406-05520 178.250 Mg | 160.00000 28520.00| 190.00000 33867.50| 170.00000 30302.50 ASPHALT FOR TACK COAT | | | 0012 506-06333 59.200 m2 | 100.00000 5920.00| 380.00000 22496.00| 221.00000 13083.20 PCCP PATCHING, FULL DEPTH | | | 0013 610-05527 2393.000 Mg | 50.00000 119650.00| 50.00000 119650.00| 58.00000 138794.00 HMA FOR APPROACHES | | | 0014 708-03613 30.000 m3 | 200.00000 6000.00| 220.00000 6600.00| 340.00000 10200.00 GROUT, CELLULAR | | | 0015 715-01662 265.200 m | 40.00000 10608.00| 50.00000 13260.00| 90.00000 23868.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 353 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,579,813.56 ROUTE : 50 CALL ORDER : 353 CONTRACT ID : RS-24542-A COUNTIES : JACKSON LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 715-02837 15.500 m | 275.00000 4262.50| 220.00000 3410.00| 292.00000 4526.00 PIPE, POLYETHYLENE LINER, 250 mm | | | 0017 715-02979 95.000 m | 200.00000 19000.00| 205.00000 19475.00| 310.00000 29450.00 PIPE, POLYETHYLENE LINER, 300 mm | | | 0018 715-03403 103.500 m | 220.00000 22770.00| 220.00000 22770.00| 325.00000 33637.50 PIPE, POLYETHYLENE LINER, 375 mm | | | 0019 715-06063 52.500 m | 250.00000 13125.00| 250.00000 13125.00| 360.00000 18900.00 PIPE, POLYETHYLENE LINER, 550 mm | | | 0020 720-44000 9.000 EACH| 250.00000 2250.00| 380.00000 3420.00| 470.00000 4230.00 CASTING, ADJUST TO GRADE | | | 0021 801-06203 5443.500 m | 1.00000 5443.50| 1.70000 9253.95| 0.55000 2993.93 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0022 801-06207 2722.000 m | 3.00000 8166.00| 2.90000 7893.80| 1.95000 5307.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0023 801-06640 56.000 EACH| 60.00000 3360.00| 75.00000 4200.00| 78.50000 4396.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 30000.00000 30000.00| 44431.70000 44431.70| 85000.00000 85000.00 MAINTAINING TRAFFIC | | | 0025 807-98690 2.000 EACH| 500.00000 1000.00| 400.00000 800.00| 230.00000 460.00 HANDHOLE ADJUSTED TO GRADE | | | 0026 808-01226 1777.000 EACH| 7.00000 12439.00| 6.70000 11905.90| 6.50000 11550.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0027 808-06712 3357.500 m | 0.15000 503.63| 0.14000 470.05| 0.14000 470.05 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0028 808-06713 54432.000 m | 0.15000 8164.80| 0.14000 7620.48| 0.14000 7620.48 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0029 808-06714 33617.000 m | 0.15000 5042.55| 0.14000 4706.38| 0.14000 4706.38 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0030 808-75274 500.000 m | 3.50000 1750.00| 3.30000 1650.00| 3.20000 1600.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0031 808-75297 52.600 m | 10.00000 526.00| 10.00000 526.00| 9.70000 510.22 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0032 808-75994 1777.000 EACH| 6.50000 11550.50| 6.30000 11195.10| 6.45000 11461.65 PRISMATIC REFLECTOR | | | 0033 808-75996 1777.000 EACH| 3.00000 5331.00| 3.00000 5331.00| 2.45000 4353.65 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 353 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,579,813.56 ROUTE : 50 CALL ORDER : 353 CONTRACT ID : RS-24542-A COUNTIES : JACKSON LAWRENCE LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,915,485.22| $ 2,250,446.00| $ 2,443,384.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,915,485.22| $ 2,250,446.00| $ 2,443,384.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,247,772.17 ROUTE : 41 CALL ORDER : 361 CONTRACT ID : RS-24642-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0734255 WABASH VALLEY ASPHALT CO $ 1,737,156.12 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,828,041.58 105.2318% 3 35-1139301 E & B PAVING, INC. $ 2,113,791.90 121.6811% ==================================================================================================================================== |(1) 35-0734255 |(2) 35-1418333 |(3) 35-1139301 |WABASH VALLEY ASPHALT CO |ROGERS GROUP, 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 105-06790 10.000 MOS | 994.00000 9940.00| 900.00000 9000.00| 1500.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4030.00000 4030.00| 3100.00000 3100.00| 8100.00000 8100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 81500.00000 81500.00| 64819.08000 64819.08| 105600.00000 105600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 275000.000 m2 | 0.68000 187000.00| 0.25000 68750.00| 0.63000 173250.00 SURFACE MILLING, ASPHALT | | | 0005 203-91878 50.000 m | 16.05000 802.50| 27.50000 1375.00| 18.00000 900.00 LINEAR DITCH GRADING | | | 0006 213-52830 50.000 m3 | 91.42000 4571.00| 230.00000 11500.00| 220.00000 11000.00 FLOWABLE MORTAR | | | 0007 213-52831 5.000 EACH| 217.67000 1088.35| 500.00000 2500.00| 475.00000 2375.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0008 303-52309 100.000 Mg | 3.00000 300.00| 30.25000 3025.00| 20.00000 2000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0009 305-05204 235.000 Mg | 128.79000 30265.65| 120.00000 28200.00| 150.00000 35250.00 HMA FOR PATCHING | | | 0010 401-05457 18600.000 Mg | 36.59000 680574.00| 47.92000 891312.00| 49.00000 911400.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0011 401-05465 9900.000 Mg | 32.71000 323829.00| 34.15000 338085.00| 37.00000 366300.00 QC/QA HMA SURFACE 12.5 mm, SHOULDER | | | 0012 405-05517 50.000 Mg | 280.08000 14004.00| 275.00000 13750.00| 380.00000 19000.00 ASPHALT FOR PRIME COAT | | | 0013 406-05520 90.000 Mg | 190.00000 17100.00| 170.00000 15300.00| 225.00000 20250.00 ASPHALT FOR TACK COAT | | | 0014 610-05527 1900.000 Mg | 58.55000 111245.00| 43.50000 82650.00| 70.00000 133000.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,247,772.17 ROUTE : 41 CALL ORDER : 361 CONTRACT ID : RS-24642-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0734255 |(2) 35-1418333 |(3) 35-1139301 |WABASH VALLEY ASPHALT CO |ROGERS GROUP, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 616-06406 100.000 m2 | 16.36000 1636.00| 19.00000 1900.00| 29.00000 2900.00 RIPRAP, REVETMENT | | | 0016 715-46040 2.000 EACH| 630.58000 1261.16| 1400.00000 2800.00| 610.00000 1220.00 PIPE END SECTION, 900 mm | | | 0017 716-90322 65.000 m | 1820.00000 118300.00| 2050.00000 133250.00| 1820.00000 118300.00 PIPE, JACKED, 900 mm | | | 0018 801-01093 20.000 EACH| 525.00000 10500.00| 550.00000 11000.00| 525.00000 10500.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0019 801-06203 2565.000 m | 2.80000 7182.00| 0.70000 1795.50| 1.50000 3847.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0020 801-06207 2565.000 m | 3.26000 8361.90| 3.20000 8208.00| 3.24000 8310.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0021 801-06640 29.000 EACH| 75.00000 2175.00| 78.00000 2262.00| 75.00000 2175.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 40527.16000 40527.16| 48000.00000 48000.00| 80100.00000 80100.00 MAINTAINING TRAFFIC | | | 0023 808-04097 1.000 EACH| 109.00000 109.00| 115.00000 115.00| 109.00000 109.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (AHEAD) | | | 0024 808-06701 6415.000 m | 0.72000 4618.80| 0.80000 5132.00| 0.72000 4618.80 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0025 808-06703 25650.000 m | 0.72000 18468.00| 0.75000 19237.50| 0.72000 18468.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0026 808-75245 25650.000 m | 0.72000 18468.00| 0.75000 19237.50| 0.72000 18468.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0027 808-75320 16.000 EACH| 55.00000 880.00| 60.00000 960.00| 55.00000 880.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 8.000 EACH| 75.00000 600.00| 80.00000 640.00| 75.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75996 1060.000 EACH| 3.16000 3349.60| 3.00000 3180.00| 2.75000 2915.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 1060.000 EACH| 21.00000 22260.00| 24.25000 25705.00| 23.00000 24380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0031 808-94435 1.000 EACH| 75.00000 75.00| 78.00000 78.00| 75.00000 75.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (STOP) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,247,772.17 ROUTE : 41 CALL ORDER : 361 CONTRACT ID : RS-24642-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0734255 |(2) 35-1418333 |(3) 35-1139301 |WABASH VALLEY ASPHALT CO |ROGERS GROUP, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 402-05495 250.000 Mg | 48.54000 12135.00| 44.70000 11175.00| 50.00000 12500.00 HMA WEDGE AND LEVEL | | | SECTION TOTALS | $ 1,737,156.12| $ 1,828,041.58| $ 2,113,791.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,737,156.12| $ 1,828,041.58| $ 2,113,791.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 369 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 42 CALL ORDER : 369 CONTRACT ID : RS-24654-C COUNTIES : CLAY LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/28/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,025,971.50 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,116,902.30 ROUTE : 55 CALL ORDER : 371 CONTRACT ID : RS-24655-A COUNTIES : BENTON NEWTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1167376 KEISER & KEISER CONTRACTORS $ 888,787.88 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 974,873.50 109.6857% ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 | |KEISER & KEISER CONTRACTORS |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 105-06790 6.000 MOS | 1000.00000 6000.00| 1500.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 13500.00000 13500.00| 11500.00000 11500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10638.59000 10638.59| 48000.00000 48000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 9250.000 m2 | 1.54000 14245.00| 1.50000 13875.00| SURFACE MILLING, ASPHALT | | | 0005 303-52308 200.000 Mg | 18.92000 3784.00| 10.00000 2000.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-52309 6390.000 Mg | 12.23000 78149.70| 12.00000 76680.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 808.000 Mg | 56.60000 45732.80| 75.00000 60600.00| HMA FOR PATCHING | | | 0008 401-05457 15300.000 Mg | 32.51000 497403.00| 35.00000 535500.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0009 402-05495 3255.000 Mg | 33.03000 107512.65| 36.00000 117180.00| HMA WEDGE AND LEVEL | | | 0010 406-05520 45.000 Mg | 361.09000 16249.05| 220.00000 9900.00| ASPHALT FOR TACK COAT | | | 0011 608-04396 5.000 EACH| 350.00000 1750.00| 250.00000 1250.00| SHOULDER DRAIN | | | 0012 610-05527 890.000 Mg | 69.21000 61596.90| 60.00000 53400.00| HMA FOR APPROACHES | | | 0013 615-06525 2.000 EACH| 270.00000 540.00| 350.00000 700.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0014 615-06527 10.000 EACH| 200.00000 2000.00| 325.00000 3250.00| MONUMENT, SECTION CORNER | | | 0015 801-06203 618.000 m | 0.86000 531.48| 2.00000 1236.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,116,902.30 ROUTE : 55 CALL ORDER : 371 CONTRACT ID : RS-24655-A COUNTIES : BENTON NEWTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 | |KEISER & KEISER CONTRACTORS |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06207 1561.000 m | 2.58000 4027.38| 2.50000 3902.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06640 30.000 EACH| 50.00000 1500.00| 65.00000 1950.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 16950.53000 16950.53| 18350.00000 18350.00| MAINTAINING TRAFFIC | | | 0019 808-06712 3893.000 m | 0.14000 545.02| 0.14000 545.02| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0020 808-06713 31442.000 m | 0.14000 4401.88| 0.14000 4401.88| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0021 808-06714 5665.000 m | 0.14000 793.10| 0.14000 793.10| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0022 808-75297 24.000 m | 10.70000 256.80| 10.00000 240.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0023 808-75320 2.000 EACH| 55.00000 110.00| 50.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75340 2.000 EACH| 285.00000 570.00| 260.00000 520.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 888,787.88| $ 974,873.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 888,787.88| $ 974,873.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 373 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 243 CALL ORDER : 373 CONTRACT ID : RS-24656-A COUNTIES : OWEN PUTNAM LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 859,312.31 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 906,161.00 105.4518% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 375 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,612.78 ROUTE : SR 28 CALL ORDER : 375 CONTRACT ID : RS-24657-A COUNTIES : CLINTON TIPPECANOE LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1167376 KEISER & KEISER CONTRACTORS $ 635,915.95 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 751,667.29 118.2023% ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 | |KEISER & KEISER CONTRACTORS |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 105-06790 6.000 MOS | 950.67000 5704.02| 1500.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 21998.59000 21998.59| 37560.00000 37560.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 10.000 EACH| 523.70000 5237.00| 600.00000 6000.00| HEADWALL, REMOVE | | | 0004 202-60820 43638.000 m2 | 0.36000 15709.68| 0.75000 32728.50| SURFACE MILLING, ASPHALT | | | 0005 202-60822 420.000 m2 | 2.45000 1029.00| 1.20000 504.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 213-52830 8.400 m3 | 325.00000 2730.00| 275.00000 2310.00| FLOWABLE MORTAR | | | 0007 303-52309 5315.000 Mg | 14.52000 77173.80| 14.50000 77067.50| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 700.000 Mg | 62.83000 43981.00| 71.00000 49700.00| HMA FOR PATCHING | | | 0009 401-05455 4994.000 Mg | 27.90000 139332.60| 33.50000 167299.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0010 401-05456 5857.000 Mg | 31.13000 182328.41| 40.00000 234280.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-05464 42.000 Mg | 51.17000 2149.14| 40.00000 1680.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0012 406-05520 46.000 Mg | 288.48000 13270.08| 175.00000 8050.00| ASPHALT FOR TACK COAT | | | 0013 608-04396 2.000 EACH| 348.55000 697.10| 275.00000 550.00| SHOULDER DRAIN | | | 0014 610-05527 1063.000 Mg | 60.97000 64811.11| 50.00000 53150.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 375 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,612.78 ROUTE : SR 28 CALL ORDER : 375 CONTRACT ID : RS-24657-A COUNTIES : CLINTON TIPPECANOE LETTING DATE : 02/22/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 | |KEISER & KEISER CONTRACTORS |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 615-06525 4.000 EACH| 300.00000 1200.00| 500.00000 2000.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 615-06527 5.000 EACH| 200.00000 1000.00| 450.00000 2250.00| MONUMENT, SECTION CORNER | | | 0017 715-01662 14.300 m | 130.00000 1859.00| 137.00000 1959.10| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0019 715-05119 5.000 m | 52.38000 261.90| 650.00000 3250.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0020 715-44240 1.200 m3 | 100.00000 120.00| 3000.00000 3600.00| CONCRETE, A, STRUCTURES FOR END CAPS. | | | 0021 715-46005 10.000 EACH| 111.19000 1111.90| 275.00000 2750.00| PIPE END SECTION, 375 mm | | | 0022 715-96914 28.000 m | 740.00000 20720.00| 415.00000 11620.00| PIPE, POLYETHYLENE LINER, 1050 mm | | | 0024 801-06203 3740.000 m | 2.00000 7480.00| 3.00000 11220.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0025 801-06207 986.000 m | 2.65000 2612.90| 4.00000 3944.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0026 801-06640 33.000 EACH| 59.00000 1947.00| 60.00000 1980.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 16236.53000 16236.53| 22000.00000 22000.00| MAINTAINING TRAFFIC | | | 0028 808-06712 1870.000 m | 0.13000 243.10| 0.13000 243.10| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0029 808-06713 19132.000 m | 0.13000 2487.16| 0.13000 2487.16| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0030 808-06714 7861.000 m | 0.13000 1021.93| 0.13000 1021.93| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0031 808-75996 418.000 EACH| 3.50000 1463.00| 3.50000 1463.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 635,915.95| $ 751,667.29| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 635,915.95| $ 751,667.29| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,671,571.63 ROUTE : 20 CALL ORDER : 391 CONTRACT ID : RS-24669-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 2,118,126.45 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,175,642.50 102.7154% 3 34-4272670 JOHNSON, S.E. COMPANIES $ 2,282,269.40 107.7494% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 34-4272670 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE | | | 0001 105-01925 6.000 MOS | 1275.00000 7650.00| 650.00000 3900.00| 1575.00000 9450.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 105000.00000 105000.00| 98830.00000 98830.00| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 186600.000 m2 | 0.22000 41052.00| 0.50000 93300.00| 0.35000 65310.00 SURFACE MILLING, ASPHALT | | | 0004 203-02080 18.540 km | 2341.91000 43419.01| 4500.00000 83430.00| 4000.00000 74160.00 LINEAR GRADING | | | 0005 211-02060 575.000 m3 | 11.12000 6394.00| 18.00000 10350.00| 15.00000 8625.00 B BORROW FOR STRUCTURE BACKFILL | | | 0006 303-52309 100.000 Mg | 27.56000 2756.00| 18.00000 1800.00| 30.00000 3000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 1100.000 Mg | 77.47000 85217.00| 58.00000 63800.00| 89.00000 97900.00 HMA FOR PATCHING | | | 0008 305-60400 240.000 Mg | 5.51000 1322.40| 15.00000 3600.00| 49.00000 11760.00 COMPACTED AGGREGATE FOR PATCHING | | | 0009 401-05454 17400.000 Mg | 29.98000 521652.00| 29.00000 504600.00| 27.00000 469800.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0010 401-05456 10900.000 Mg | 33.33000 363297.00| 32.00000 348800.00| 42.00000 457800.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-05462 12920.000 Mg | 26.61000 343801.20| 29.00000 374680.00| 27.00000 348840.00 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0012 401-05464 8100.000 Mg | 32.42000 262602.00| 32.00000 259200.00| 30.00000 243000.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0013 402-05495 370.000 Mg | 32.30000 11951.00| 40.00000 14800.00| 40.00000 14800.00 HMA WEDGE AND LEVEL | | | 0014 406-05520 124.000 Mg | 152.12000 18862.88| 225.00000 27900.00| 85.00000 10540.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,671,571.63 ROUTE : 20 CALL ORDER : 391 CONTRACT ID : RS-24669-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 34-4272670 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 501-02400 LUMP| 10000.00000 10000.00| 5560.00000 5560.00| 10000.00000 10000.00 PROFILOGRAPH | | | 0016 610-05527 1560.000 Mg | 43.25000 67470.00| 58.00000 90480.00| 40.00000 62400.00 HMA FOR APPROACHES | | | 0017 612-04315 46.100 Mg | 552.00000 25447.20| 565.00000 26046.50| 552.00000 25447.20 ASPHALT MATERIAL FOR UNDERSEAL | | | 0018 612-60410 848.000 EACH| 5.90000 5003.20| 8.00000 6784.00| 5.90000 5003.20 DRILLED HOLE FOR UNDERSEAL | | | 0019 615-06520 7.000 EACH| 150.00000 1050.00| 265.00000 1855.00| 275.00000 1925.00 MONUMENT, RE-ESTABLISH | | | 0020 615-06527 14.000 EACH| 400.00000 5600.00| 325.00000 4550.00| 350.00000 4900.00 MONUMENT, SECTION CORNER | | | 0021 616-06405 35.000 Mg | 44.97000 1573.95| 32.00000 1120.00| 70.00000 2450.00 RIPRAP, REVETMENT | | | 0022 715-05123 25.600 m | 319.13000 8169.73| 425.00000 10880.00| 310.00000 7936.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0023 715-05209 26.200 m | 206.17000 5401.65| 300.00000 7860.00| 280.00000 7336.00 PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0024 715-05595 21.000 m | 122.11000 2564.31| 175.00000 3675.00| 195.00000 4095.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0025 715-05596 3.000 m | 127.19000 381.57| 180.00000 540.00| 200.00000 600.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0026 715-46005 7.000 EACH| 360.00000 2520.00| 185.00000 1295.00| 250.00000 1750.00 PIPE END SECTION, 375 mm | | | 0027 715-46010 2.000 EACH| 375.00000 750.00| 330.00000 660.00| 260.00000 520.00 PIPE END SECTION, 450 mm | | | 0028 720-44000 3.000 EACH| 350.00000 1050.00| 280.00000 840.00| 500.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0029 720-45030 3.000 EACH| 1260.00000 3780.00| 885.00000 2655.00| 1600.00000 4800.00 INLET, E7 | | | 0030 720-45615 1.000 m | 1148.35000 1148.35| 1800.00000 1800.00| 1500.00000 1500.00 INLET, RECONSTRUCT STRUCTURE | | | 0031 730-03476 2.000 EACH| 990.00000 1980.00| 910.00000 1820.00| 750.00000 1500.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0032 801-01726 1800.000 m | 0.50000 900.00| 0.50000 900.00| 0.50000 900.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, YELLOW, 100 mm | | | 0033 801-04308 6.000 EACH| 45.00000 270.00| 140.00000 840.00| 136.00000 816.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0034 801-06203 1800.000 m | 0.69000 1242.00| 1.10000 1980.00| 0.60000 1080.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,671,571.63 ROUTE : 20 CALL ORDER : 391 CONTRACT ID : RS-24669-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 34-4272670 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06207 1800.000 m | 2.66000 4788.00| 3.73000 6714.00| 2.75000 4950.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0036 801-06605 10.000 EACH| 125.00000 1250.00| 85.00000 850.00| 81.00000 810.00 BARRICADE, IIIA | | | 0037 801-06606 6.000 EACH| 135.00000 810.00| 110.00000 660.00| 108.00000 648.00 BARRICADE, IIIB | | | 0038 801-06625 36.000 EACH| 95.00000 3420.00| 53.00000 1908.00| 53.00000 1908.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 57.000 EACH| 75.00000 4275.00| 92.00000 5244.00| 87.00000 4959.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 110520.00000 110520.00| 58855.00000 58855.00| 95000.00000 95000.00 MAINTAINING TRAFFIC | | | 0041 804-06771 40.000 EACH| 24.10000 964.00| 22.50000 900.00| 22.50000 900.00 DELINEATOR POST, FLEXIBLE | | | 0042 808-01226 1300.000 EACH| 6.55000 8515.00| 6.55000 8515.00| 6.55000 8515.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0043 808-06713 37000.000 m | 0.13000 4810.00| 0.13000 4810.00| 0.13000 4810.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-75240 1400.000 m | 0.72000 1008.00| 0.72000 1008.00| 0.72000 1008.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0045 808-75245 15400.000 m | 0.72000 11088.00| 0.72000 11088.00| 0.72000 11088.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0046 808-75994 1300.000 EACH| 3.50000 4550.00| 3.50000 4550.00| 3.50000 4550.00 PRISMATIC REFLECTOR | | | 0047 808-06703 1000.000 m | 0.72000 720.00| 2.13000 2130.00| 2.13000 2130.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-75996 1300.000 EACH| 0.10000 130.00| 5.60000 7280.00| 3.50000 4550.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,118,126.45| $ 2,175,642.50| $ 2,282,269.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,118,126.45| $ 2,175,642.50| $ 2,282,269.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,798,349.49 ROUTE : 68 CALL ORDER : 411 CONTRACT ID : RS-24755-A COUNTIES : WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,198,564.13 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,260,068.00 105.1314% 3 35-1139301 E & B PAVING, INC. $ 1,338,414.16 111.6681% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,379,000.00 115.0543% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-1139301 |RUDOLPH, J.H. & CO |ROGERS GROUP, 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 105-06790 9.000 MOS | 1250.00000 11250.00| 950.00000 8550.00| 1600.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9750.00000 9750.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 59000.00000 59000.00| 33381.35000 33381.35| 66900.00000 66900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02272 111.000 m | 25.00000 2775.00| 14.25000 1581.75| 35.00000 3885.00 PAVED SIDE DITCH, REMOVE | | | 0005 202-02676 2500.000 Mg | 0.01000 25.00| 3.40000 8500.00| 2.95000 7375.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0006 202-60820 121550.000 m2 | 0.01000 1215.50| 0.24000 29172.00| 0.34000 41327.00 SURFACE MILLING, ASPHALT | | | 0007 203-91878 1500.000 m | 13.00000 19500.00| 17.00000 25500.00| 20.50000 30750.00 LINEAR DITCH GRADING | | | 0008 205-02229 90.000 m | 25.00000 2250.00| 13.00000 1170.00| 8.95000 805.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 211-02060 250.000 m3 | 12.90000 3225.00| 32.00000 8000.00| 23.15000 5787.50 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-04095 6000.000 Mg | 10.00000 60000.00| 16.00000 96000.00| 14.00000 84000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0011 305-05204 600.000 Mg | 85.00000 51000.00| 95.00000 57000.00| 80.00000 48000.00 HMA FOR PATCHING | | | 0012 401-05455 11400.000 Mg | 29.50000 336300.00| 29.00000 330600.00| 32.00000 364800.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 9325.000 Mg | 34.25000 319381.25| 33.90000 316117.50| 36.00000 335700.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,798,349.49 ROUTE : 68 CALL ORDER : 411 CONTRACT ID : RS-24755-A COUNTIES : WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-1139301 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05493 350.000 Mg | 42.50000 14875.00| 42.00000 14700.00| 45.00000 15750.00 HMA SURFACE 19.0 mm, SHOULDER | | | 0015 402-05495 100.000 Mg | 60.00000 6000.00| 53.00000 5300.00| 55.00000 5500.00 HMA WEDGE AND LEVEL | | | 0016 405-05517 35.000 Mg | 280.00000 9800.00| 220.00000 7700.00| 360.00000 12600.00 ASPHALT FOR PRIME COAT | | | 0017 406-05520 68.750 Mg | 174.00000 11962.50| 200.00000 13750.00| 202.00000 13887.50 ASPHALT FOR TACK COAT | | | 0018 610-05527 500.000 Mg | 118.00000 59000.00| 72.25000 36125.00| 55.00000 27500.00 HMA FOR APPROACHES | | | 0019 616-02320 9400.000 m2 | 2.00000 18800.00| 2.90000 27260.00| 1.65000 15510.00 GEOTEXTILES | | | 0020 616-06405 4400.000 Mg | 18.30000 80520.00| 16.00000 70400.00| 21.00000 92400.00 RIPRAP, REVETMENT | | | 0021 621-06559 4000.000 m2 | 0.47000 1880.00| 0.50000 2000.00| 0.70000 2800.00 MULCHED SEEDING, R | | | 0022 715-01354 270.000 m | 67.50000 18225.00| 29.00000 7830.00| 85.00000 22950.00 CLEAN EXISTING PIPE | | | 0023 715-05119 18.330 m | 227.60000 4171.91| 350.00000 6415.50| 234.00000 4289.22 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0024 715-05121 60.600 m | 251.45000 15237.87| 380.00000 23028.00| 365.00000 22119.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0025 715-05123 15.200 m | 225.00000 3420.00| 420.00000 6384.00| 270.00000 4104.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0026 715-46005 3.000 EACH| 443.00000 1329.00| 280.00000 840.00| 305.00000 915.00 PIPE END SECTION, 375 mm | | | 0027 715-46010 10.000 EACH| 430.00000 4300.00| 310.00000 3100.00| 330.00000 3300.00 PIPE END SECTION, 450 mm | | | 0028 715-46020 6.000 EACH| 492.00000 2952.00| 375.00000 2250.00| 350.00000 2100.00 PIPE END SECTION, 600 mm | | | 0029 718-52610 13.000 m3 | 316.00000 4108.00| 90.00000 1170.00| 150.00000 1950.00 AGGREGATE FOR UNDERDRAINS | | | 0030 718-99153 125.000 m2 | 5.50000 687.50| 3.00000 375.00| 10.00000 1250.00 GEOTEXTILES FOR UNDERDRAIN | | | 0031 801-06203 1834.000 m | 2.65000 4860.10| 0.70000 1283.80| 1.45000 2659.30 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0032 801-06207 1834.000 m | 3.70000 6785.80| 3.25000 5960.50| 3.65000 6694.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0033 801-06640 34.500 EACH| 90.00000 3105.00| 80.00000 2760.00| 90.00000 3105.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,798,349.49 ROUTE : 68 CALL ORDER : 411 CONTRACT ID : RS-24755-A COUNTIES : WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-1139301 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06775 LUMP| 10000.00000 10000.00| 55100.00000 55100.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0035 808-06712 3000.000 m | 0.13000 390.00| 0.15000 450.00| 0.13000 390.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0036 808-06713 36000.000 m | 0.13000 4680.00| 0.15000 5400.00| 0.13000 4680.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0037 808-06714 19600.000 m | 0.13000 2548.00| 0.15000 2940.00| 0.13000 2548.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0038 808-75297 3.600 m | 50.00000 180.00| 36.00000 129.60| 50.00000 180.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75996 1298.000 EACH| 3.65000 4737.70| 3.00000 3894.00| 3.98000 5166.04 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-75998 1318.000 EACH| 21.50000 28337.00| 25.00000 32950.00| 21.50000 28337.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,198,564.13| $ 1,260,068.00| $ 1,338,414.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,198,564.13| $ 1,260,068.00| $ 1,338,414.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,798,349.49 ROUTE : 68 CALL ORDER : 411 CONTRACT ID : RS-24755-A COUNTIES : WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |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 105-06790 9.000 MOS | 1100.00000 9900.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 68355.10000 68355.10| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02272 111.000 m | 7.50000 832.50| | PAVED SIDE DITCH, REMOVE | | | 0005 202-02676 2500.000 Mg | 3.00000 7500.00| | TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0006 202-60820 121550.000 m2 | 0.32000 38896.00| | SURFACE MILLING, ASPHALT | | | 0007 203-91878 1500.000 m | 20.00000 30000.00| | LINEAR DITCH GRADING | | | 0008 205-02229 90.000 m | 12.65000 1138.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 211-02060 250.000 m3 | 30.00000 7500.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-04095 6000.000 Mg | 15.00000 90000.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0011 305-05204 600.000 Mg | 80.00000 48000.00| | HMA FOR PATCHING | | | 0012 401-05455 11400.000 Mg | 35.00000 399000.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 9325.000 Mg | 37.00000 345025.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05493 350.000 Mg | 43.00000 15050.00| | HMA SURFACE 19.0 mm, SHOULDER | | | 0015 402-05495 100.000 Mg | 45.00000 4500.00| | HMA WEDGE AND LEVEL | | | 0016 405-05517 35.000 Mg | 320.00000 11200.00| | ASPHALT FOR PRIME COAT | | | 0017 406-05520 68.750 Mg | 165.00000 11343.75| | ASPHALT FOR TACK COAT | | | 0018 610-05527 500.000 Mg | 52.00000 26000.00| | HMA FOR APPROACHES | | | 0019 616-02320 9400.000 m2 | 1.40000 13160.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 411 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,798,349.49 ROUTE : 68 CALL ORDER : 411 CONTRACT ID : RS-24755-A COUNTIES : WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-06405 4400.000 Mg | 25.00000 110000.00| | RIPRAP, REVETMENT | | | 0021 621-06559 4000.000 m2 | 0.47000 1880.00| | MULCHED SEEDING, R | | | 0022 715-01354 270.000 m | 53.00000 14310.00| | CLEAN EXISTING PIPE | | | 0023 715-05119 18.330 m | 195.00000 3574.35| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0024 715-05121 60.600 m | 320.00000 19392.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0025 715-05123 15.200 m | 345.00000 5244.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0026 715-46005 3.000 EACH| 290.00000 870.00| | PIPE END SECTION, 375 mm | | | 0027 715-46010 10.000 EACH| 305.00000 3050.00| | PIPE END SECTION, 450 mm | | | 0028 715-46020 6.000 EACH| 340.00000 2040.00| | PIPE END SECTION, 600 mm | | | 0029 718-52610 13.000 m3 | 90.00000 1170.00| | AGGREGATE FOR UNDERDRAINS | | | 0030 718-99153 125.000 m2 | 8.50000 1062.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0031 801-06203 1834.000 m | 0.90000 1650.60| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0032 801-06207 1834.000 m | 2.80000 5135.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0033 801-06640 34.500 EACH| 79.00000 2725.50| | CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 31000.00000 31000.00| | MAINTAINING TRAFFIC | | | 0035 808-06712 3000.000 m | 0.14000 420.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0036 808-06713 36000.000 m | 0.14000 5040.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0037 808-06714 19600.000 m | 0.14000 2744.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0038 808-75297 3.600 m | 35.00000 126.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75996 1298.000 EACH| 4.00000 5192.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 411 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,798,349.49 ROUTE : 68 CALL ORDER : 411 CONTRACT ID : RS-24755-A COUNTIES : WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-75998 1318.000 EACH| 23.50000 30973.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,379,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,379,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,693,989.31 ROUTE : 52 CALL ORDER : 421 CONTRACT ID : RS-24763-A COUNTIES : FRANKLIN LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,940,808.55 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,251,977.34 116.0329% 3 31-0515195 VALLEY ASPHALT CORPORATION $ 2,380,524.98 122.6563% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,487,800.00 128.1836% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 31-0515195 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 1500.00000 7500.00| 1550.00000 7750.00| 1200.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 75000.00000 75000.00| 75000.00000 75000.00| 7848.46000 7848.46 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 213169.000 m2 | 0.15000 31975.35| 0.40000 85267.60| 0.17000 36238.73 SURFACE MILLING, ASPHALT | | | 0004 303-52309 5316.500 Mg | 13.50000 71772.75| 15.00000 79747.50| 11.76000 62522.04 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 1500.000 Mg | 60.00000 90000.00| 57.00000 85500.00| 84.57000 126855.00 HMA FOR PATCHING | | | 0006 401-05456 16305.000 Mg | 29.50000 480997.50| 36.50000 595132.50| 35.32000 575892.60 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-06264 LUMP| 3000.00000 3000.00| 3700.00000 3700.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0009 402-05495 1300.000 Mg | 31.00000 40300.00| 44.00000 57200.00| 33.02000 42926.00 HMA WEDGE AND LEVEL | | | 0010 406-05520 185.000 Mg | 150.00000 27750.00| 190.00000 35150.00| 275.00000 50875.00 ASPHALT FOR TACK COAT | | | 0011 610-05527 2214.500 Mg | 45.00000 99652.50| 56.50000 125119.25| 46.25000 102420.63 HMA FOR APPROACHES | | | 0012 801-06203 8466.000 m | 1.00000 8466.00| 0.15000 1269.90| 0.38000 3217.08 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06207 2822.000 m | 3.00000 8466.00| 2.90000 8183.80| 2.92000 8240.24 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0014 801-06640 52.000 EACH| 80.00000 4160.00| 90.00000 4680.00| 159.51000 8294.52 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,693,989.31 ROUTE : 52 CALL ORDER : 421 CONTRACT ID : RS-24763-A COUNTIES : FRANKLIN LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 31-0515195 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 25000.00000 25000.00| 60000.00000 60000.00| 133915.83000 133915.83 MAINTAINING TRAFFIC | | | 0016 808-01226 2128.000 EACH| 7.00000 14896.00| 7.25000 15428.00| 6.30000 13406.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0017 808-06712 10695.000 m | 0.15000 1604.25| 0.13000 1390.35| 0.17000 1818.15 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 55890.000 m | 0.15000 8383.50| 0.13000 7265.70| 0.17000 9501.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 9698.000 m | 0.15000 1454.70| 0.13000 1260.74| 0.17000 1648.66 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-75994 2128.000 EACH| 7.00000 14896.00| 3.50000 7448.00| 4.50000 9576.00 PRISMATIC REFLECTOR | | | 0021 808-75996 2128.000 EACH| 3.00000 6384.00| 3.00000 6384.00| 4.05000 8618.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 401-05454 35275.000 Mg | 26.00000 917150.00| 28.00000 987700.00| 33.02000 1164780.50 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0023 720-44000 4.000 EACH| 500.00000 2000.00| 350.00000 1400.00| 232.36000 929.44 CASTING, ADJUST TO GRADE | | | SECTION TOTALS | $ 1,940,808.55| $ 2,251,977.34| $ 2,380,524.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,940,808.55| $ 2,251,977.34| $ 2,380,524.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,693,989.31 ROUTE : 52 CALL ORDER : 421 CONTRACT ID : RS-24763-A COUNTIES : FRANKLIN LETTING DATE : 02/22/00 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 105-06790 5.000 MOS | 2000.00000 10000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 122000.00000 122000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 213169.000 m2 | 0.34000 72477.46| | SURFACE MILLING, ASPHALT | | | 0004 303-52309 5316.500 Mg | 17.00000 90380.50| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 1500.000 Mg | 75.00000 112500.00| | HMA FOR PATCHING | | | 0006 401-05456 16305.000 Mg | 37.85000 617144.25| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-06264 LUMP| 7000.00000 7000.00| | PROFILOGRAPH, HMA | | | 0009 402-05495 1300.000 Mg | 36.00000 46800.00| | HMA WEDGE AND LEVEL | | | 0010 406-05520 185.000 Mg | 165.00000 30525.00| | ASPHALT FOR TACK COAT | | | 0011 610-05527 2214.500 Mg | 57.00000 126226.50| | HMA FOR APPROACHES | | | 0012 801-06203 8466.000 m | 1.00000 8466.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06207 2822.000 m | 3.75000 10582.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0014 801-06640 52.000 EACH| 75.00000 3900.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 56969.59000 56969.59| | MAINTAINING TRAFFIC | | | 0016 808-01226 2128.000 EACH| 6.50000 13832.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0017 808-06712 10695.000 m | 0.01000 106.95| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 55890.000 m | 0.15000 8383.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 9698.000 m | 0.25000 2424.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-75994 2128.000 EACH| 7.00000 14896.00| | PRISMATIC REFLECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,693,989.31 ROUTE : 52 CALL ORDER : 421 CONTRACT ID : RS-24763-A COUNTIES : FRANKLIN LETTING DATE : 02/22/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 808-75996 2128.000 EACH| 5.50000 11704.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 401-05454 35275.000 Mg | 31.75000 1119981.25| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0023 720-44000 4.000 EACH| 375.00000 1500.00| | CASTING, ADJUST TO GRADE | | | SECTION TOTALS | $ 2,487,800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,487,800.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,955,848.41 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 4,298,612.75 108.6647% 3 38-1599369 KLETT CONSTRUCTION CO $ 4,593,729.61 116.1250% 4 35-1139301 E & B PAVING, INC. $ 5,400,743.50 136.5255% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 38-1599369 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |KLETT CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1400.00000 12600.00| 1500.00000 13500.00| 2000.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 183000.00000 183000.00| 210000.00000 210000.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 5810.000 m2 | 7.00000 40670.00| 10.00000 58100.00| 6.60000 38346.00 PAVEMENT, REMOVE | | | 0005 202-02241 4720.000 m | 6.00000 28320.00| 6.00000 28320.00| 6.00000 28320.00 GUARDRAIL, REMOVE | | | 0006 202-60820 193000.000 m2 | 0.15000 28950.00| 0.25000 48250.00| 0.65000 125450.00 SURFACE MILLING, ASPHALT | | | 0007 202-93741 14.000 EACH| 115.00000 1610.00| 200.00000 2800.00| 115.00000 1610.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-94793 270.000 m | 35.00000 9450.00| 24.00000 6480.00| 45.00000 12150.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0009 202-95027 13.000 EACH| 1550.00000 20150.00| 900.00000 11700.00| 1600.00000 20800.00 IMPACT ATTENUATOR, REMOVE | | | 0010 203-02000 3775.000 m3 | 13.00000 49075.00| 15.00000 56625.00| 21.00000 79275.00 EXCAVATION, COMMON | | | 0012 303-52308 700.000 Mg | 15.00000 10500.00| 20.00000 14000.00| 20.00000 14000.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 303-60905 2500.000 Mg | 17.00000 42500.00| 20.00000 50000.00| 16.00000 40000.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0014 304-04403 1740.000 m3 | 33.50000 58290.00| 50.00000 87000.00| 27.55000 47937.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0015 305-05206 7000.000 Mg | 20.00000 140000.00| 33.00000 231000.00| 42.50000 297500.00 WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 38-1599369 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |KLETT CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 310-04013 950.000 m2 | 115.00000 109250.00| 115.78000 109991.00| 126.50000 120175.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0017 401-05455 14800.000 Mg | 30.00000 444000.00| 30.00000 444000.00| 38.00000 562400.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 9050.000 Mg | 35.00000 316750.00| 35.00000 316750.00| 40.85000 369692.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05463 8400.000 Mg | 30.00000 252000.00| 29.00000 243600.00| 36.50000 306600.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0020 401-05464 6000.000 Mg | 35.00000 210000.00| 35.00000 210000.00| 39.00000 234000.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0021 401-05467 26100.000 m | 0.50000 13050.00| 0.26000 6786.00| 0.50000 13050.00 MILLED HMA CORRUGATIONS | | | 0022 401-06264 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0023 402-05481 2100.000 Mg | 30.00000 63000.00| 30.00000 63000.00| 35.50000 74550.00 HMA BASE 25.0 mm, SHOULDER | | | 0024 406-05520 90.000 Mg | 1.00000 90.00| 250.00000 22500.00| 250.00000 22500.00 ASPHALT FOR TACK COAT | | | 0025 501-05179 5810.000 m2 | 40.00000 232400.00| 56.73000 329601.30| 56.75000 329717.50 CEMENT CONCRETE PAVEMENT, PLAIN, 325 mm | | | 0026 501-05240 1150.000 m | 35.00000 40250.00| 24.82000 28543.00| 32.55000 37432.50 CONTRACTION JOINT, D1 | | | 0027 601-06228 4.000 EACH| 53000.00000 212000.00| 53000.00000 212000.00| 53000.00000 212000.00 IMPACT ATTENUATOR, CR, W1, 110 km/h | | | 0029 601-94689 9.000 EACH| 3722.74000 33504.66| 3500.00000 31500.00| 3500.00000 31500.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 3.000 EACH| 2250.00000 6750.00| 2250.00000 6750.00| 2250.00000 6750.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 1565.000 m | 35.50000 55557.50| 35.50000 55557.50| 35.50000 55557.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-04137 2130.000 m | 40.00000 85200.00| 38.00000 80940.00| 42.00000 89460.00 BARRIER, PRECAST CONCRETE, RESET | | | 0033 602-06032 8020.000 m | 87.00000 697740.00| 88.90000 712978.00| 88.90000 712978.00 BARRIER, MEDIAN, CONCRETE | | | 0034 602-06646 1030.250 m | 75.00000 77268.75| 86.00000 88601.50| 67.25000 69284.31 TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 1375.000 EACH| 3.95000 5431.25| 3.95000 5431.25| 8.00000 11000.00 BARRIER DELINEATOR | | | 0036 605-05523 1550.000 m | 10.00000 15500.00| 14.00000 21700.00| 14.00000 21700.00 CURB, HMA ,4" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 38-1599369 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |KLETT CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 605-94811 14.000 EACH| 550.00000 7700.00| 500.00000 7000.00| 500.00000 7000.00 CURB TURNOUT | | | 0038 610-05527 9.300 Mg | 280.00000 2604.00| 80.00000 744.00| 100.00000 930.00 HMA FOR APPROACHES | | | 0039 616-06406 450.000 m2 | 25.00000 11250.00| 30.00000 13500.00| 35.00000 15750.00 RIPRAP, REVETMENT | | | 0040 616-96249 450.000 m2 | 4.00000 1800.00| 0.90000 405.00| 2.00000 900.00 GEOTEXTILE DITCH LINER | | | 0041 706-04500 15.000 EACH| 1900.00000 28500.00| 850.00000 12750.00| 850.00000 12750.00 CONCRETE BARRIER, TRANSITION | | | 0042 715-05048 13920.000 m | 8.00000 111360.00| 5.90000 82128.00| 5.90000 82128.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05118 16.000 m | 115.00000 1840.00| 16.00000 256.00| 108.00000 1728.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0044 715-46000 1.000 EACH| 350.00000 350.00| 210.00000 210.00| 210.00000 210.00 PIPE END SECTION, 300 mm | | | 0045 718-04880 4.000 EACH| 250.00000 1000.00| 500.00000 2000.00| 500.00000 2000.00 OUTLET PROTECTOR, A | | | 0046 718-52610 1420.000 m3 | 28.00000 39760.00| 47.52000 67478.40| 37.00000 52540.00 AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 20900.000 m2 | 0.50000 10450.00| 1.00000 20900.00| 1.00000 20900.00 GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-44000 15.000 EACH| 225.00000 3375.00| 250.00000 3750.00| 240.00000 3600.00 CASTING, ADJUST TO GRADE | | | 0049 720-45041 20.000 EACH| 1750.00000 35000.00| 2350.00000 47000.00| 2350.00000 47000.00 INLET, H5 | | | 0050 801-03290 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 100.00000 1600.00 CONSTRUCTION SIGN, C | | | 0051 801-03291 4.000 EACH| 179.00000 716.00| 179.00000 716.00| 179.00000 716.00 CONSTRUCTION SIGN, D | | | 0052 801-06203 6045.000 m | 0.82000 4956.90| 0.10000 604.50| 0.40000 2418.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0053 801-06207 3030.000 m | 2.95000 8938.50| 2.00000 6060.00| 2.95000 8938.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06640 42.000 EACH| 100.00000 4200.00| 100.00000 4200.00| 100.00000 4200.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 10.000 EACH| 20.00000 200.00| 20.00000 200.00| 20.00000 200.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 45000.00000 45000.00| 65000.00000 65000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 38-1599369 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |KLETT CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-09133 3.000 EACH| 7600.00000 22800.00| 7600.00000 22800.00| 7600.00000 22800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0060 804-04435 150.000 EACH| 4.00000 600.00| 4.00000 600.00| 4.00000 600.00 DELINEATOR POST, REMOVE | | | 0061 804-06740 4.000 EACH| 8.00000 32.00| 42.00000 168.00| 42.00000 168.00 DELINEATOR WITH POST, D2 | | | 0062 805-02503 470.000 m | 1.50000 705.00| 1.50000 705.00| 1.50000 705.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0063 805-06616 4.000 EACH| 1630.00000 6520.00| 1630.00000 6520.00| 1630.00000 6520.00 PIEZO, CLASS II | | | 0064 805-78510 112.000 m | 4.00000 448.00| 4.00000 448.00| 4.00000 448.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0065 805-78785 4.000 EACH| 510.00000 2040.00| 510.00000 2040.00| 510.00000 2040.00 SIGNAL DETECTOR HOUSING | | | 0066 805-78795 20.000 m | 43.50000 870.00| 43.50000 870.00| 43.50000 870.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0067 808-03002 250.000 m | 2.05000 512.50| 2.10000 525.00| 2.25000 562.50 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0068 808-03631 985.000 m | 2.05000 2019.25| 2.10000 2068.50| 2.25000 2216.25 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0069 808-03632 985.000 m | 2.05000 2019.25| 2.10000 2068.50| 2.25000 2216.25 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0070 808-06701 3065.000 m | 0.79000 2421.35| 0.72000 2206.80| 0.72000 2206.80 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0071 808-06703 15525.000 m | 0.79000 12264.75| 0.72000 11178.00| 0.72000 11178.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0072 808-06705 5750.000 m | 1.57000 9027.50| 2.50000 14375.00| 2.50000 14375.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0074 808-75245 15525.000 m | 0.79000 12264.75| 0.72000 11178.00| 0.72000 11178.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0075 808-75996 900.000 EACH| 3.03000 2727.00| 3.74000 3366.00| 3.00000 2700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 900.000 EACH| 24.00000 21600.00| 21.60000 19440.00| 20.60000 18540.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 601-61390 3.000 EACH| 40.00000 120.00| 50.00000 150.00| 50.00000 150.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 38-1599369 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |KLETT CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06710 170.000 DAY | 15.00000 2550.00| 15.00000 2550.00| 15.00000 2550.00 FLASHING ARROW SIGN | | | 0079 802-02849 5.000 EACH| 95.00000 475.00| 95.00000 475.00| 95.00000 475.00 SIGN BRACKET, TOP OF WALL MOUNTED | | | 0080 808-75297 25.000 m | 24.00000 600.00| 24.00000 600.00| 8.50000 212.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0081 803-02310 155.000 kg | 1.90000 294.50| 1.90000 294.50| 1.90000 294.50 REINFORCING STEEL, SIGN FOUNDATION | | | 0082 803-06031 9.000 m3 | 360.00000 3240.00| 360.00000 3240.00| 360.00000 3240.00 SIGN FOUNDATIONS, CONCRETE | | | 0083 202-51328 LUMP| 895.00000 895.00| 895.00000 895.00| 895.00000 895.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0084 803-03811 1.000 EACH| 12345.00000 12345.00| 12345.00000 12345.00| 12345.00000 12345.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | RESET | | | SECTION TOTALS | $ 3,955,848.41| $ 4,298,612.75| $ 4,593,729.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,955,848.41| $ 4,298,612.75| $ 4,593,729.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE 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 105-01925 9.000 MOS | 2200.00000 19800.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 34000.00000 34000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 270000.00000 270000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 5810.000 m2 | 12.68000 73670.80| | PAVEMENT, REMOVE | | | 0005 202-02241 4720.000 m | 8.21000 38751.20| | GUARDRAIL, REMOVE | | | 0006 202-60820 193000.000 m2 | 0.43000 82990.00| | SURFACE MILLING, ASPHALT | | | 0007 202-93741 14.000 EACH| 229.50000 3213.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-94793 270.000 m | 45.90000 12393.00| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0009 202-95027 13.000 EACH| 1581.00000 20553.00| | IMPACT ATTENUATOR, REMOVE | | | 0010 203-02000 3775.000 m3 | 21.42000 80860.50| | EXCAVATION, COMMON | | | 0012 303-52308 700.000 Mg | 15.38000 10766.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 303-60905 2500.000 Mg | 15.38000 38450.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0014 304-04403 1740.000 m3 | 32.85000 57159.00| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0015 305-05206 7000.000 Mg | 50.59000 354130.00| | WIDENING WITH HMA | | | 0016 310-04013 950.000 m2 | 152.32000 144704.00| | PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0017 401-05455 14800.000 Mg | 38.73000 573204.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 9050.000 Mg | 49.57000 448608.50| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05463 8400.000 Mg | 42.47000 356748.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0020 401-05464 6000.000 Mg | 45.57000 273420.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-05467 26100.000 m | 0.87000 22707.00| | MILLED HMA CORRUGATIONS | | | 0022 401-06264 LUMP| 6600.00000 6600.00| | PROFILOGRAPH, HMA | | | 0023 402-05481 2100.000 Mg | 39.56000 83076.00| | HMA BASE 25.0 mm, SHOULDER | | | 0024 406-05520 90.000 Mg | 154.00000 13860.00| | ASPHALT FOR TACK COAT | | | 0025 501-05179 5810.000 m2 | 54.04000 313972.40| | CEMENT CONCRETE PAVEMENT, PLAIN, 325 mm | | | 0026 501-05240 1150.000 m | 29.35000 33752.50| | CONTRACTION JOINT, D1 | | | 0027 601-06228 4.000 EACH| 58395.00000 233580.00| | IMPACT ATTENUATOR, CR, W1, 110 km/h | | | 0029 601-94689 9.000 EACH| 3080.40000 27723.60| | GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 3.000 EACH| 1963.50000 5890.50| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 1565.000 m | 32.84000 51394.60| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-04137 2130.000 m | 42.84000 91249.20| | BARRIER, PRECAST CONCRETE, RESET | | | 0033 602-06032 8020.000 m | 102.00000 818040.00| | BARRIER, MEDIAN, CONCRETE | | | 0034 602-06646 1030.250 m | 87.72000 90373.53| | TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 1375.000 EACH| 7.14000 9817.50| | BARRIER DELINEATOR | | | 0036 605-05523 1550.000 m | 36.09000 55939.50| | CURB, HMA ,4" | | | 0037 605-94811 14.000 EACH| 11.00000 154.00| | CURB TURNOUT | | | 0038 610-05527 9.300 Mg | 361.97000 3366.32| | HMA FOR APPROACHES | | | 0039 616-06406 450.000 m2 | 35.70000 16065.00| | RIPRAP, REVETMENT | | | 0040 616-96249 450.000 m2 | 2.04000 918.00| | GEOTEXTILE DITCH LINER | | | 0041 706-04500 15.000 EACH| 1530.00000 22950.00| | CONCRETE BARRIER, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-05048 13920.000 m | 6.02000 83798.40| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05118 16.000 m | 110.16000 1762.56| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0044 715-46000 1.000 EACH| 214.20000 214.20| | PIPE END SECTION, 300 mm | | | 0045 718-04880 4.000 EACH| 510.00000 2040.00| | OUTLET PROTECTOR, A | | | 0046 718-52610 1420.000 m3 | 37.74000 53590.80| | AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 20900.000 m2 | 1.02000 21318.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-44000 15.000 EACH| 244.80000 3672.00| | CASTING, ADJUST TO GRADE | | | 0049 720-45041 20.000 EACH| 2397.00000 47940.00| | INLET, H5 | | | 0050 801-03290 16.000 EACH| 188.70000 3019.20| | CONSTRUCTION SIGN, C | | | 0051 801-03291 4.000 EACH| 147.90000 591.60| | CONSTRUCTION SIGN, D | | | 0052 801-06203 6045.000 m | 1.10000 6649.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0053 801-06207 3030.000 m | 3.30000 9999.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06640 42.000 EACH| 109.14000 4583.88| | CONSTRUCTION SIGN, A | | | 0055 801-06645 10.000 EACH| 35.70000 357.00| | CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 244000.00000 244000.00| | MAINTAINING TRAFFIC | | | 0058 801-09133 3.000 EACH| 7854.00000 23562.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0060 804-04435 150.000 EACH| 4.08000 612.00| | DELINEATOR POST, REMOVE | | | 0061 804-06740 4.000 EACH| 42.84000 171.36| | DELINEATOR WITH POST, D2 | | | 0062 805-02503 470.000 m | 1.53000 719.10| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0063 805-06616 4.000 EACH| 1662.60000 6650.40| | PIEZO, CLASS II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 805-78510 112.000 m | 4.08000 456.96| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0065 805-78785 4.000 EACH| 520.20000 2080.80| | SIGNAL DETECTOR HOUSING | | | 0066 805-78795 20.000 m | 44.37000 887.40| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0067 808-03002 250.000 m | 2.09000 522.50| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0068 808-03631 985.000 m | 2.09000 2058.65| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0069 808-03632 985.000 m | 2.09000 2058.65| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0070 808-06701 3065.000 m | 0.81000 2482.65| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0071 808-06703 15525.000 m | 0.81000 12575.25| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0072 808-06705 5750.000 m | 1.60000 9200.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0074 808-75245 15525.000 m | 0.81000 12575.25| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0075 808-75996 900.000 EACH| 3.06000 2754.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 900.000 EACH| 24.48000 22032.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 601-61390 3.000 EACH| 49.98000 149.94| | GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0078 801-06710 170.000 DAY | 15.30000 2601.00| | FLASHING ARROW SIGN | | | 0079 802-02849 5.000 EACH| 96.90000 484.50| | SIGN BRACKET, TOP OF WALL MOUNTED | | | 0080 808-75297 25.000 m | 24.48000 612.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0081 803-02310 155.000 kg | 1.94000 300.70| | REINFORCING STEEL, SIGN FOUNDATION | | | 0082 803-06031 9.000 m3 | 367.20000 3304.80| | SIGN FOUNDATIONS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 431 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,572,188.45 ROUTE : US 20 CALL ORDER : 431 CONTRACT ID : RS-24793-A COUNTIES : ST. JOSEPH LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 202-51328 LUMP| 912.90000 912.90| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0084 803-03811 1.000 EACH| 12591.90000 12591.90| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | RESET | | | SECTION TOTALS | $ 5,400,743.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,400,743.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 437 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,469,046.03 ROUTE : 23 CALL ORDER : 437 CONTRACT ID : RS-24796-A COUNTIES : ST. JOSEPH STARKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,251,569.75 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,254,539.00 100.2372% 3 35-1139301 E & B PAVING, INC. $ 1,407,560.85 112.4636% 4 35-0997978 PHEND & BROWN, INC. $ 1,492,365.06 119.2394% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1139301 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |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 105-01925 6.000 MOS | 1500.00000 9000.00| 1500.00000 9000.00| 2000.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| 10000.00000 10000.00| 4367.20000 4367.20 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 60000.00000 60000.00| 60000.00000 60000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 243.000 m | 9.00000 2187.00| 9.00000 2187.00| 9.00000 2187.00 GUARDRAIL, REMOVE | | | 0006 202-60820 17800.000 m2 | 0.75000 13350.00| 1.35000 24030.00| 1.67000 29726.00 SURFACE MILLING, ASPHALT | | | 0007 202-93741 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-03258 1.000 EACH| 4500.00000 4500.00| 2000.00000 2000.00| 4275.00000 4275.00 DRYWELL | | | 0009 211-02060 12.000 m3 | 27.50000 330.00| 10.00000 120.00| 27.50000 330.00 B BORROW FOR STRUCTURE BACKFILL | | | 0010 213-52830 35.000 m3 | 138.00000 4830.00| 100.00000 3500.00| 138.00000 4830.00 FLOWABLE MORTAR | | | 0011 303-04095 5000.000 Mg | 17.50000 87500.00| 5.00000 25000.00| 17.50000 87500.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0012 303-52308 160.000 Mg | 17.50000 2800.00| 15.00000 2400.00| 35.94000 5750.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 305-05204 205.000 Mg | 70.00000 14350.00| 76.00000 15580.00| 77.81000 15951.05 HMA FOR PATCHING | | | 0014 305-05206 3800.000 Mg | 35.00000 133000.00| 47.00000 178600.00| 34.69000 131822.00 WIDENING WITH HMA | | | 0015 401-05455 11500.000 Mg | 27.00000 310500.00| 30.00000 345000.00| 30.95000 355925.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 437 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,469,046.03 ROUTE : 23 CALL ORDER : 437 CONTRACT ID : RS-24796-A COUNTIES : ST. JOSEPH STARKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1139301 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05456 8500.000 Mg | 34.00000 289000.00| 33.00000 280500.00| 38.82000 329970.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0018 402-05495 600.000 Mg | 34.00000 20400.00| 30.00000 18000.00| 35.29000 21174.00 HMA WEDGE AND LEVEL | | | 0019 406-05520 60.000 Mg | 300.00000 18000.00| 0.10000 6.00| 163.00000 9780.00 ASPHALT FOR TACK COAT | | | 0020 601-01846 4.000 EACH| 1550.00000 6200.00| 1550.00000 6200.00| 1550.00000 6200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0021 601-06037 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 550.00000 2200.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 273.000 m | 31.50000 8599.50| 31.50000 8599.50| 31.50000 8599.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 605-05523 40.000 m | 30.00000 1200.00| 40.00000 1600.00| 79.67000 3186.80 CURB, HMA | | | 0024 605-94811 1.000 EACH| 500.00000 500.00| 850.00000 850.00| 1412.22000 1412.22 CURB TURNOUT | | | 0025 610-05527 3250.000 Mg | 34.00000 110500.00| 30.00000 97500.00| 56.47000 183527.50 HMA FOR APPROACHES | | | 0026 615-06520 7.000 EACH| 400.00000 2800.00| 250.00000 1750.00| 353.00000 2471.00 MONUMENT, RE-ESTABLISH | | | 0027 616-02320 1770.000 m2 | 1.50000 2655.00| 3.00000 5310.00| 5.67000 10035.90 GEOTEXTILES | | | 0028 616-06401 1750.000 Mg | 25.00000 43750.00| 25.00000 43750.00| 20.79000 36382.50 RIPRAP, DUMPED | | | 0029 621-06559 100.000 m2 | 7.30000 730.00| 7.30000 730.00| 7.30000 730.00 MULCHED SEEDING, R | | | 0031 718-52610 13.000 m3 | 40.00000 520.00| 50.00000 650.00| 40.00000 520.00 AGGREGATE FOR UNDERDRAINS | | | 0032 720-44000 10.000 EACH| 300.00000 3000.00| 200.00000 2000.00| 400.00000 4000.00 CASTING, ADJUST TO GRADE | | | 0033 720-45275 1.000 EACH| 1250.00000 1250.00| 2100.00000 2100.00| 1250.00000 1250.00 PIPE CATCH BASIN, 600 mm | | | 0035 801-06203 1345.000 m | 1.50000 2017.50| 0.75000 1008.75| 2.50000 3362.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 1320.000 m | 3.20000 4224.00| 3.75000 4950.00| 2.50000 3300.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06640 61.000 EACH| 90.00000 5490.00| 90.00000 5490.00| 76.00000 4636.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 437 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,469,046.03 ROUTE : 23 CALL ORDER : 437 CONTRACT ID : RS-24796-A COUNTIES : ST. JOSEPH STARKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1139301 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 801-06775 LUMP| 45000.00000 45000.00| 60000.00000 60000.00| 49734.00000 49734.00 MAINTAINING TRAFFIC | | | 0039 808-06713 26200.000 m | 0.14000 3668.00| 0.14000 3668.00| 0.15500 4061.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-75240 2020.000 m | 0.75000 1515.00| 0.75000 1515.00| 0.77000 1555.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0041 808-75245 13300.000 m | 0.75000 9975.00| 0.75000 9975.00| 0.77000 10241.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0042 808-75297 7.000 m | 24.25000 169.75| 24.25000 169.75| 16.00000 112.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 720-44015 1.000 EACH| 275.00000 275.00| 675.00000 675.00| 871.88000 871.88 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0044 621-01004 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 720-45005 1.000 EACH| 2040.00000 2040.00| 2000.00000 2000.00| 2040.00000 2040.00 INLET, A2 | | | 0046 715-03403 23.000 m | 188.00000 4324.00| 425.00000 9775.00| 188.00000 4324.00 PIPE, POLYETHYLENE LINER, 375 mm | | | 0047 202-02928 1.000 EACH| 820.00000 820.00| 750.00000 750.00| 820.00000 820.00 CATCH BASIN, REMOVE | | | SECTION TOTALS | $ 1,251,569.75| $ 1,254,539.00| $ 1,407,560.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,251,569.75| $ 1,254,539.00| $ 1,407,560.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 437 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,469,046.03 ROUTE : 23 CALL ORDER : 437 CONTRACT ID : RS-24796-A COUNTIES : ST. JOSEPH STARKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE 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 105-01925 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 75000.00000 75000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 243.000 m | 9.00000 2187.00| | GUARDRAIL, REMOVE | | | 0006 202-60820 17800.000 m2 | 1.72000 30616.00| | SURFACE MILLING, ASPHALT | | | 0007 202-93741 1.000 EACH| 100.00000 100.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-03258 1.000 EACH| 4550.00000 4550.00| | DRYWELL | | | 0009 211-02060 12.000 m3 | 24.00000 288.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0010 213-52830 35.000 m3 | 157.00000 5495.00| | FLOWABLE MORTAR | | | 0011 303-04095 5000.000 Mg | 17.00000 85000.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0012 303-52308 160.000 Mg | 15.00000 2400.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 305-05204 205.000 Mg | 88.00000 18040.00| | HMA FOR PATCHING | | | 0014 305-05206 3800.000 Mg | 45.00000 171000.00| | WIDENING WITH HMA | | | 0015 401-05455 11500.000 Mg | 32.00000 368000.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 8500.000 Mg | 38.00000 323000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 7400.00000 7400.00| | PROFILOGRAPH, HMA | | | 0018 402-05495 600.000 Mg | 45.00000 27000.00| | HMA WEDGE AND LEVEL | | | 0019 406-05520 60.000 Mg | 180.00000 10800.00| | ASPHALT FOR TACK COAT | | | 0020 601-01846 4.000 EACH| 1550.00000 6200.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 437 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,469,046.03 ROUTE : 23 CALL ORDER : 437 CONTRACT ID : RS-24796-A COUNTIES : ST. JOSEPH STARKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE 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 601-06037 4.000 EACH| 550.00000 2200.00| | GUARDRAIL END TREATMENT, I | | | 0022 601-99105 273.000 m | 31.50000 8599.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 605-05523 40.000 m | 37.00000 1480.00| | CURB, HMA | | | 0024 605-94811 1.000 EACH| 960.00000 960.00| | CURB TURNOUT | | | 0025 610-05527 3250.000 Mg | 68.00000 221000.00| | HMA FOR APPROACHES | | | 0026 615-06520 7.000 EACH| 500.00000 3500.00| | MONUMENT, RE-ESTABLISH | | | 0027 616-02320 1770.000 m2 | 8.49000 15027.30| | GEOTEXTILES | | | 0028 616-06401 1750.000 Mg | 20.00000 35000.00| | RIPRAP, DUMPED | | | 0029 621-06559 100.000 m2 | 7.30000 730.00| | MULCHED SEEDING, R | | | 0031 718-52610 13.000 m3 | 27.71000 360.23| | AGGREGATE FOR UNDERDRAINS | | | 0032 720-44000 10.000 EACH| 497.00000 4970.00| | CASTING, ADJUST TO GRADE | | | 0033 720-45275 1.000 EACH| 1600.00000 1600.00| | PIPE CATCH BASIN, 600 mm | | | 0035 801-06203 1345.000 m | 1.28000 1721.60| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 1320.000 m | 3.25000 4290.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06640 61.000 EACH| 90.00000 5490.00| | CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 6200.00000 6200.00| | MAINTAINING TRAFFIC | | | 0039 808-06713 26200.000 m | 0.13000 3406.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-75240 2020.000 m | 0.75000 1515.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0041 808-75245 13300.000 m | 0.75000 9975.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 437 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,469,046.03 ROUTE : 23 CALL ORDER : 437 CONTRACT ID : RS-24796-A COUNTIES : ST. JOSEPH STARKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 808-75297 7.000 m | 24.25000 169.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 720-44015 1.000 EACH| 770.00000 770.00| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0044 621-01004 1.000 EACH| 300.00000 300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 720-45005 1.000 EACH| 2000.00000 2000.00| | INLET, A2 | | | 0046 715-03403 23.000 m | 580.00000 13340.00| | PIPE, POLYETHYLENE LINER, 375 mm | | | 0047 202-02928 1.000 EACH| 684.68000 684.68| | CATCH BASIN, REMOVE | | | SECTION TOTALS | $ 1,492,365.06| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,492,365.06| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,940.84 ROUTE : SR 205 CALL ORDER : 441 CONTRACT ID : RS-24814-A COUNTIES : WHITLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,392,289.82 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 1,409,979.48 101.2705% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,411,469.32 101.3775% 4 35-1139301 E & B PAVING, INC. $ 1,418,024.83 101.8483% ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |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 105-06790 5.000 MOS | 1300.00000 6500.00| 1700.00000 8500.00| 1125.00000 5625.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 69600.00000 69600.00| 75000.00000 75000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 2.000 EACH| 275.00000 550.00| 500.00000 1000.00| 450.00000 900.00 HEADWALL, REMOVE | | | 0005 202-60820 414.000 m2 | 2.99000 1237.86| 10.50000 4347.00| 7.00000 2898.00 SURFACE MILLING, ASPHALT | | | 0006 303-52308 44.000 Mg | 5.51000 242.44| 55.00000 2420.00| 18.00000 792.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 303-52309 7380.000 Mg | 14.00000 103320.00| 10.00000 73800.00| 12.00000 88560.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 155.000 Mg | 83.61000 12959.55| 117.00000 18135.00| 100.00000 15500.00 HMA FOR PATCHING | | | 0009 305-05731 9071.000 Mg | 29.30000 265780.30| 25.00000 226775.00| 29.00000 263059.00 WIDENING WITH QC/QA HMA | | | 0010 401-05455 13350.000 Mg | 28.97000 386749.50| 29.00000 387150.00| 29.00000 387150.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 8200.000 Mg | 33.13000 271666.00| 36.00000 295200.00| 33.50000 274700.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05495 4083.000 Mg | 29.76000 121510.08| 30.00000 122490.00| 29.00000 118407.00 HMA WEDGE AND LEVEL | | | 0013 406-05520 80.900 Mg | 150.36000 12164.12| 85.00000 6876.50| 220.00000 17798.00 ASPHALT FOR TACK COAT | | | 0014 610-05527 1620.000 Mg | 48.97000 79331.40| 60.00000 97200.00| 53.00000 85860.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,940.84 ROUTE : SR 205 CALL ORDER : 441 CONTRACT ID : RS-24814-A COUNTIES : WHITLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 730-03475 3.000 EACH| 480.00000 1440.00| 600.00000 1800.00| 400.00000 1200.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0016 801-06203 20806.000 m | 0.33000 6865.98| 0.24000 4993.44| 0.27000 5617.62 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0017 801-06640 43.000 EACH| 55.00000 2365.00| 95.00000 4085.00| 62.00000 2666.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 6680.00000 6680.00| 35000.00000 35000.00| 25200.00000 25200.00 MAINTAINING TRAFFIC | | | 0020 802-74046 45.000 EACH| 50.00000 2250.00| 68.00000 3060.00| 57.00000 2565.00 SIGN ASSEMBLY, U CHANNEL POSTS, | | | RELOCATE U Channel & Square Posts | | | 0021 804-06771 20.000 EACH| 20.00000 400.00| 31.00000 620.00| 22.50000 450.00 DELINEATOR POST, FLEXIBLE | | | 0022 805-02327 1.000 EACH| 270.00000 270.00| 270.00000 270.00| 200.00000 200.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0023 805-78470 27.800 m | 4.00000 111.20| 4.00000 111.20| 1.00000 27.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78795 8.100 m | 78.00000 631.80| 78.00000 631.80| 50.00000 405.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06703 371.000 m | 0.75000 278.25| 0.75000 278.25| 0.85000 315.35 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0026 808-06713 25683.000 m | 0.13000 3338.79| 0.13000 3338.79| 0.15000 3852.45 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-75240 2173.000 m | 0.75000 1629.75| 0.75000 1629.75| 0.85000 1847.05 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0028 808-75245 8812.000 m | 0.75000 6609.00| 0.75000 6609.00| 0.85000 7490.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0029 808-75297 12.000 m | 8.50000 102.00| 8.50000 102.00| 9.50000 114.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0030 808-75320 2.000 EACH| 55.00000 110.00| 55.00000 110.00| 62.00000 124.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0031 808-75325 1.000 EACH| 75.00000 75.00| 75.00000 75.00| 85.00000 85.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0032 808-75996 896.000 EACH| 2.30000 2060.80| 3.50000 3136.00| 1.85000 1657.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,940.84 ROUTE : SR 205 CALL ORDER : 441 CONTRACT ID : RS-24814-A COUNTIES : WHITLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75998 896.000 EACH| 20.75000 18592.00| 20.75000 18592.00| 24.50000 21952.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0034 801-06207 1325.000 m | 2.92000 3869.00| 2.75000 3643.75| 1.85000 2451.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 1,392,289.82| $ 1,409,979.48| $ 1,411,469.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,392,289.82| $ 1,409,979.48| $ 1,411,469.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,940.84 ROUTE : SR 205 CALL ORDER : 441 CONTRACT ID : RS-24814-A COUNTIES : WHITLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE 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 105-06790 5.000 MOS | 1300.00000 6500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 2.000 EACH| 500.00000 1000.00| | HEADWALL, REMOVE | | | 0005 202-60820 414.000 m2 | 5.00000 2070.00| | SURFACE MILLING, ASPHALT | | | 0006 303-52308 44.000 Mg | 6.00000 264.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 303-52309 7380.000 Mg | 12.00000 88560.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 155.000 Mg | 140.00000 21700.00| | HMA FOR PATCHING | | | 0009 305-05731 9071.000 Mg | 31.00000 281201.00| | WIDENING WITH QC/QA HMA | | | 0010 401-05455 13350.000 Mg | 28.00000 373800.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 8200.000 Mg | 33.00000 270600.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05495 4083.000 Mg | 30.00000 122490.00| | HMA WEDGE AND LEVEL | | | 0013 406-05520 80.900 Mg | 163.00000 13186.70| | ASPHALT FOR TACK COAT | | | 0014 610-05527 1620.000 Mg | 50.00000 81000.00| | HMA FOR APPROACHES | | | 0015 730-03475 3.000 EACH| 600.00000 1800.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0016 801-06203 20806.000 m | 0.24000 4993.44| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0017 801-06640 43.000 EACH| 106.00000 4558.00| | CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 40000.00000 40000.00| | MAINTAINING TRAFFIC | | | 0020 802-74046 45.000 EACH| 112.00000 5040.00| | SIGN ASSEMBLY, U CHANNEL POSTS, | | | RELOCATE U Channel & Square Posts | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 441 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,940.84 ROUTE : SR 205 CALL ORDER : 441 CONTRACT ID : RS-24814-A COUNTIES : WHITLEY LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 804-06771 20.000 EACH| 49.50000 990.00| | DELINEATOR POST, FLEXIBLE | | | 0022 805-02327 1.000 EACH| 150.00000 150.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0023 805-78470 27.800 m | 0.50000 13.90| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78795 8.100 m | 30.00000 243.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06703 371.000 m | 0.75000 278.25| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0026 808-06713 25683.000 m | 0.13000 3338.79| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-75240 2173.000 m | 0.75000 1629.75| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0028 808-75245 8812.000 m | 0.75000 6609.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0029 808-75297 12.000 m | 8.50000 102.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0030 808-75320 2.000 EACH| 55.00000 110.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0031 808-75325 1.000 EACH| 75.00000 75.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0032 808-75996 896.000 EACH| 4.00000 3584.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 896.000 EACH| 21.75000 19488.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0034 801-06207 1325.000 m | 2.00000 2650.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 1,418,024.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,418,024.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 447 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,675.82 ROUTE : US 33 CALL ORDER : 447 CONTRACT ID : RS-24817-A COUNTIES : ADAMS LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 774,806.12 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 775,807.45 100.1292% 3 34-4272670 JOHNSON, S.E. COMPANIES $ 865,392.15 111.6914% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 |(3) 34-4272670 |BROOKS CONSTRUCTION |L I C A CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1155.00000 6930.00| 1500.00000 9000.00| 1575.00000 9450.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 38700.00000 38700.00| 38000.00000 38000.00| 49000.00000 49000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 7325.000 m2 | 1.33000 9742.25| 1.30000 9522.50| 1.85000 13551.25 SURFACE MILLING, ASPHALT | | | 0004 303-52308 300.000 Mg | 5.51000 1653.00| 8.00000 2400.00| 15.00000 4500.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 3700.000 Mg | 13.14000 48618.00| 10.80000 39960.00| 10.00000 37000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 800.000 Mg | 56.34000 45072.00| 66.00000 52800.00| 56.00000 44800.00 HMA FOR PATCHING | | | 0007 401-05454 7400.000 Mg | 26.46000 195804.00| 27.00000 199800.00| 25.00000 185000.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 6155.000 Mg | 31.97000 196775.35| 34.00000 209270.00| 41.00000 252355.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 3700.000 Mg | 29.89000 110593.00| 28.00000 103600.00| 33.00000 122100.00 HMA WEDGE AND LEVEL , 9.5 mm, | | | INTERMEDIATE MIXTURE | | | 0010 406-05520 57.000 Mg | 150.36000 8570.52| 206.00000 11742.00| 160.00000 9120.00 ASPHALT FOR TACK COAT | | | 0011 605-52807 30.000 m | 153.77000 4613.10| 60.00000 1800.00| 130.00000 3900.00 CURB AND GUTTER, COMBINED | | | 0012 608-04396 27.000 EACH| 66.00000 1782.00| 60.00000 1620.00| 81.00000 2187.00 SHOULDER DRAIN | | | 0013 610-05527 990.000 Mg | 43.03000 42599.70| 41.50000 41085.00| 41.00000 40590.00 HMA FOR APPROACHES | | | 0014 615-06520 6.000 EACH| 150.00000 900.00| 250.00000 1500.00| 350.00000 2100.00 MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 447 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,675.82 ROUTE : US 33 CALL ORDER : 447 CONTRACT ID : RS-24817-A COUNTIES : ADAMS LETTING DATE : 02/22/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 |(3) 34-4272670 |BROOKS CONSTRUCTION |L I C A CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 616-06405 50.000 Mg | 25.35000 1267.50| 30.00000 1500.00| 50.00000 2500.00 RIPRAP, REVETMENT | | | 0017 801-06203 1400.000 m | 3.28000 4592.00| 0.65000 910.00| 1.00000 1400.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0018 801-06207 1475.000 m | 0.82000 1209.50| 2.25000 3318.75| 1.50000 2212.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0019 801-06640 25.000 EACH| 95.00000 2375.00| 95.00000 2375.00| 95.00000 2375.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 23350.00000 23350.00| 15300.00000 15300.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0021 804-06771 10.000 EACH| 62.00000 620.00| 62.00000 620.00| 62.00000 620.00 DELINEATOR POST, FLEXIBLE | | | 0022 808-06703 17500.000 m | 0.66000 11550.00| 0.66000 11550.00| 0.74000 12950.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0023 808-75240 960.000 m | 0.66000 633.60| 0.66000 633.60| 0.74000 710.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0024 808-75245 8000.000 m | 0.66000 5280.00| 0.66000 5280.00| 0.74000 5920.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0025 808-75996 430.000 EACH| 2.50000 1075.00| 4.00000 1720.00| 3.85000 1655.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 430.000 EACH| 24.42000 10500.60| 24.42000 10500.60| 21.85000 9395.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 774,806.12| $ 775,807.45| $ 865,392.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 774,806.12| $ 775,807.45| $ 865,392.15 ====================================================================================================================================