INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 235 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 71 CALL ORDER : 235 CONTRACT ID : RS-24511-C COUNTIES : VERMILLION LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/25/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 1,812,529.80 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 245 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,990,524.53 ROUTE : 6 CALL ORDER : 245 CONTRACT ID : RS-24672-A COUNTIES : DEKALB LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 12/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 JOHNSON, S.E. COMPANIES $ 2,547,371.55 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 2,650,143.66 104.0344% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,682,473.75 105.3035% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1185040 |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION |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 105-01925 9.000 MOS | 1375.00000 12375.00| 1000.00000 9000.00| 1250.00000 11250.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 6200.00000 6200.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2000.00000 2000.00| 132000.00000 132000.00| 125000.00000 125000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 142.000 m2 | 13.50000 1917.00| 9.33000 1324.86| 9.00000 1278.00 PAVEMENT, REMOVE | | | 0005 202-02271 10.000 EACH| 200.00000 2000.00| 285.00000 2850.00| 200.00000 2000.00 HEADWALL, REMOVE | | | 0006 202-02278 3137.000 m | 8.15000 25566.55| 7.71000 24186.27| 10.50000 32938.50 CURB, CONCRETE, REMOVE | | | 0007 202-60820 73500.000 m2 | 1.50000 110250.00| 3.59000 263865.00| 0.95000 69825.00 SURFACE MILLING, ASPHALT | | | 0008 202-96022 1.000 EACH| 500.00000 500.00| 225.00000 225.00| 350.00000 350.00 CONCRETE FOUNDATION, REMOVE | | | 0009 203-02000 68.000 m3 | 30.00000 2040.00| 18.78000 1277.04| 9.00000 612.00 EXCAVATION, COMMON | | | 0010 203-02131 18.000 m3 | 80.00000 1440.00| 14.19000 255.42| 9.00000 162.00 EXPLORATORY EXCAVATION | | | 0011 211-02060 15.000 m3 | 20.00000 300.00| 11.99000 179.85| 29.00000 435.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 305-05204 2650.000 Mg | 63.00000 166950.00| 60.63000 160669.50| 75.00000 198750.00 HMA FOR PATCHING , MAINLINE | | | 0014 305-05206 350.000 Mg | 65.00000 22750.00| 110.23000 38580.50| 54.00000 18900.00 WIDENING WITH HMA | | | 0015 305-60400 300.000 Mg | 14.50000 4350.00| 5.51000 1653.00| 20.00000 6000.00 COMPACTED AGGREGATE FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 245 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,990,524.53 ROUTE : 6 CALL ORDER : 245 CONTRACT ID : RS-24672-A COUNTIES : DEKALB LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1185040 |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05454 26700.000 Mg | 32.50000 867750.00| 29.96000 799932.00| 29.00000 774300.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0017 401-05456 17200.000 Mg | 40.00000 688000.00| 35.96000 618512.00| 34.00000 584800.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-06264 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0019 402-05495 2000.000 Mg | 36.00000 72000.00| 33.34000 66680.00| 36.00000 72000.00 HMA WEDGE AND LEVEL | | | 0020 406-05520 135.000 Mg | 80.00000 10800.00| 110.23000 14881.05| 225.00000 30375.00 ASPHALT FOR TACK COAT | | | 0021 605-06120 3137.000 m | 35.00000 109795.00| 23.49000 73688.13| 36.50000 114500.50 CURB, CONCRETE | | | 0022 610-05527 3440.000 Mg | 40.00000 137600.00| 46.60000 160304.00| 45.00000 154800.00 HMA FOR APPROACHES | | | 0023 612-04315 25.000 Mg | 577.00000 14425.00| 577.00000 14425.00| 500.00000 12500.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 105.000 EACH| 5.90000 619.50| 5.90000 619.50| 5.00000 525.00 DRILLED HOLE FOR UNDERSEAL | | | 0025 615-06520 8.000 EACH| 305.00000 2440.00| 250.00000 2000.00| 350.00000 2800.00 MONUMENT, RE-ESTABLISH | | | 0026 616-06405 50.000 Mg | 40.00000 2000.00| 28.39000 1419.50| 40.00000 2000.00 RIPRAP, REVETMENT | | | 0027 621-06567 1000.000 kL | 0.55000 550.00| 0.10000 100.00| 0.60000 600.00 WATER | | | 0028 621-06575 9500.000 m2 | 3.48000 33060.00| 1.50000 14250.00| 6.40000 60800.00 SODDING, NURSERY | | | 0029 715-05121 27.000 m | 185.00000 4995.00| 144.91000 3912.57| 71.00000 1917.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0030 715-05123 35.000 m | 220.00000 7700.00| 251.28000 8794.80| 129.00000 4515.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0031 715-46010 6.000 EACH| 250.00000 1500.00| 395.00000 2370.00| 215.00000 1290.00 PIPE END SECTION, 450 mm | | | 0032 715-46020 5.000 EACH| 350.00000 1750.00| 435.00000 2175.00| 460.00000 2300.00 PIPE END SECTION, 600 mm | | | 0033 720-44000 30.000 EACH| 290.00000 8700.00| 250.00000 7500.00| 200.00000 6000.00 CASTING, ADJUST TO GRADE | | | 0034 720-44045 32.000 EACH| 480.00000 15360.00| 730.00000 23360.00| 495.00000 15840.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0035 720-45615 6.000 m | 510.00000 3060.00| 164.04000 984.24| 1000.00000 6000.00 INLET, RECONSTRUCT STRUCTURE | | | 0036 801-06203 23400.000 m | 0.26000 6084.00| 0.33000 7722.00| 0.29000 6786.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 245 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,990,524.53 ROUTE : 6 CALL ORDER : 245 CONTRACT ID : RS-24672-A COUNTIES : DEKALB LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1185040 |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 801-06207 2000.000 m | 2.50000 5000.00| 1.64000 3280.00| 2.10000 4200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06640 68.000 EACH| 100.00000 6800.00| 75.00000 5100.00| 120.00000 8160.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 5000.00000 5000.00| 22075.00000 22075.00| 95000.00000 95000.00 MAINTAINING TRAFFIC | | | 0040 808-06703 36055.000 m | 0.70000 25238.50| 0.65000 23435.75| 0.75000 27041.25 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0041 808-75240 4030.000 m | 0.70000 2821.00| 0.65000 2619.50| 0.75000 3022.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0042 808-75245 17020.000 m | 0.70000 11914.00| 0.65000 11063.00| 0.75000 12765.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0043 808-75290 50.000 m | 9.00000 450.00| 8.00000 400.00| 28.00000 1400.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0044 808-75297 10.000 m | 9.00000 90.00| 8.00000 80.00| 24.00000 240.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0045 808-75300 150.000 m | 2.25000 337.50| 2.00000 300.00| 4.00000 600.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm 150 mm | | | 0046 808-75320 5.000 EACH| 43.00000 215.00| 40.00000 200.00| 70.00000 350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0047 808-75325 5.000 EACH| 61.60000 308.00| 55.00000 275.00| 84.00000 420.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0048 808-75340 2.000 EACH| 270.00000 540.00| 200.00000 400.00| 168.00000 336.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0049 808-75996 1000.000 EACH| 3.25000 3250.00| 2.50000 2500.00| 3.00000 3000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 1000.000 EACH| 19.00000 19000.00| 15.00000 15000.00| 22.00000 22000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0051 808-92027 350.000 m | 3.00000 1050.00| 2.00000 700.00| 2.00000 700.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 245 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,990,524.53 ROUTE : 6 CALL ORDER : 245 CONTRACT ID : RS-24672-A COUNTIES : DEKALB LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1185040 |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 203-02080 15.530 km | 1850.00000 28730.50| 1476.38000 22928.18| 3000.00000 46590.00 LINEAR GRADING | | | 0053 303-04095 100.000 Mg | 30.00000 3000.00| 27.56000 2756.00| 25.00000 2500.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | , LIMESTONE, UNDISTRIBUTED | | | 0054 305-05204 1500.000 Mg | 56.00000 84000.00| 44.09000 66135.00| 75.00000 112500.00 HMA FOR PATCHING , SHOULDERS | | | SECTION TOTALS | $ 2,547,371.55| $ 2,650,143.66| $ 2,682,473.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,547,371.55| $ 2,650,143.66| $ 2,682,473.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 265 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,694.65 ROUTE : 114 CALL ORDER : 265 CONTRACT ID : RS-24802-A COUNTIES : NEWTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS 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. $ 748,637.01 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 773,794.48 103.3604% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 7.000 MOS | 1500.00000 10500.00| 2285.10000 15995.70| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2800.00000 2800.00| 5712.70000 5712.70| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 36500.00000 36500.00| 42360.40000 42360.40| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 220.000 m | 26.00000 5720.00| 15.00000 3300.00| DITCH CLEANING | | | 0005 202-02271 10.000 EACH| 420.00000 4200.00| 433.40000 4334.00| HEADWALL, REMOVE | | | 0006 202-60820 761.000 m2 | 6.25000 4756.25| 5.20000 3957.20| SURFACE MILLING, ASPHALT | | | 0007 202-95149 LUMP| 2500.00000 2500.00| 3858.30000 3858.30| RAILROAD, REMOVE | | | 0008 211-02060 720.000 m3 | 17.00000 12240.00| 17.50000 12600.00| B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-04095 3715.000 Mg | 12.00000 44580.00| 18.70000 69470.50| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 305-05204 100.000 Mg | 150.00000 15000.00| 44.40000 4440.00| HMA FOR PATCHING | | | 0011 401-05455 4672.000 Mg | 37.00000 172864.00| 35.50000 165856.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0012 401-05456 3897.000 Mg | 42.00000 163674.00| 40.40000 157438.80| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 401-06264 LUMP| 2500.00000 2500.00| 2708.40000 2708.40| PROFILOGRAPH, HMA | | | 0014 402-05495 1750.000 Mg | 38.00000 66500.00| 39.50000 69125.00| HMA WEDGE AND LEVEL | | | 0015 406-05520 30.000 Mg | 220.00000 6600.00| 173.20000 5196.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 265 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,694.65 ROUTE : 114 CALL ORDER : 265 CONTRACT ID : RS-24802-A COUNTIES : NEWTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 1630.000 Mg | 50.00000 81500.00| 56.80000 92584.00| HMA FOR APPROACHES | | | 0017 615-06527 4.000 EACH| 450.00000 1800.00| 399.90000 1599.60| MONUMENT, SECTION CORNER | | | 0018 616-02320 140.000 m2 | 3.40000 476.00| 3.00000 420.00| GEOTEXTILES | | | 0019 616-06405 150.000 Mg | 28.00000 4200.00| 24.30000 3645.00| RIPRAP, REVETMENT | | | 0020 714-26708 31.700 m | 1000.00000 31700.00| 1377.60000 43669.92| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0022 715-05119 15.000 m | 160.00000 2400.00| 152.30000 2284.50| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0023 715-05121 16.600 m | 350.00000 5810.00| 151.30000 2511.58| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0024 715-05122 4.000 m | 200.00000 800.00| 152.50000 610.00| PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0025 715-05123 42.100 m | 290.00000 12209.00| 151.90000 6394.99| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0026 715-46010 2.000 EACH| 310.00000 620.00| 694.70000 1389.40| PIPE END SECTION, 450 mm | | | 0027 801-04308 4.000 EACH| 80.00000 320.00| 171.40000 685.60| ROAD CLOSURE SIGN ASSEMBLY | | | 0028 801-06203 774.000 m | 3.00000 2322.00| 1.90000 1470.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0029 801-06207 774.000 m | 3.00000 2322.00| 8.30000 6424.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0030 801-06605 6.000 EACH| 56.00000 336.00| 102.80000 616.80| BARRICADE, IIIA | | | 0031 801-06606 4.000 EACH| 83.00000 332.00| 120.00000 480.00| BARRICADE, IIIB | | | 0032 801-06625 24.000 EACH| 47.00000 1128.00| 67.40000 1617.60| DETOUR ROUTE MARKER ASSEMBLY | | | 0033 801-06640 52.000 EACH| 71.00000 3692.00| 90.30000 4695.60| CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 25000.00000 25000.00| 18706.88000 18706.88| MAINTAINING TRAFFIC | | | 0035 804-06770 14.000 EACH| 7.00000 98.00| 32.60000 456.40| DELINEATOR POST | | | 0036 808-04298 2.000 EACH| 420.00000 840.00| 308.50000 617.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 265 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,694.65 ROUTE : 114 CALL ORDER : 265 CONTRACT ID : RS-24802-A COUNTIES : NEWTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 808-06713 15643.000 m | 0.16000 2502.88| 0.15000 2346.45| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0038 808-75240 1661.000 m | 0.78000 1295.58| 0.90000 1494.90| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0039 808-75245 3785.000 m | 0.78000 2952.30| 0.90000 3406.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0040 715-05127 13.700 m | 600.00000 8220.00| 272.80000 3737.36| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0041 621-01004 2.000 EACH| 630.00000 1260.00| 714.10000 1428.20| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 1500.000 m2 | 0.75000 1125.00| 0.90000 1350.00| MULCHED SEEDING, R | | | 0043 621-06574 264.000 m2 | 9.25000 2442.00| 10.60000 2798.40| SODDING | | | SECTION TOTALS | $ 748,637.01| $ 773,794.48| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 748,637.01| $ 773,794.48| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/00 PAGE : 279 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 18 CALL ORDER : 279 CONTRACT ID : RS-24813-A COUNTIES : GRANT LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1505753 GAUNT & SON ASPHALT $ 551,376.99 100.0000% 2 35-1139301 E & B PAVING, INC. $ 619,191.29 112.2990% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 283 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,652,659.79 ROUTE : SR 341 CALL ORDER : 283 CONTRACT ID : RS-24894-B COUNTIES : FOUNTAIN LETTING DATE : 06/20/00 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 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,707,485.84 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 1700.00000 8500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4600.00000 4600.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 85350.00000 85350.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02260 3.000 EACH| 550.00000 1650.00| | TREE, 760 mm, REMOVE | | | 0005 202-02265 2.000 EACH| 800.00000 1600.00| | TREE, 1220 mm, REMOVE | | | 0006 202-02271 2.000 EACH| 400.00000 800.00| | HEADWALL, REMOVE | | | 0007 202-60820 4726.000 m2 | 2.40000 11342.40| | SURFACE MILLING, ASPHALT | | | 0008 202-91922 5.000 EACH| 350.00000 1750.00| | STUMP, REMOVE | | | 0009 202-96133 10.000 m | 45.00000 450.00| | PIPE, REMOVE | | | 0010 203-02070 98.000 m3 | 49.00000 4802.00| | BORROW | | | 0011 303-52308 5090.000 Mg | 37.00000 188330.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 303-52309 5200.000 Mg | 18.00000 93600.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 305-05204 50.000 Mg | 185.00000 9250.00| | HMA FOR PATCHING | | | 0014 305-05206 3527.000 Mg | 37.00000 130499.00| | WIDENING WITH HMA | | | 0015 401-05455 14497.000 Mg | 38.00000 550886.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 283 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,652,659.79 ROUTE : SR 341 CALL ORDER : 283 CONTRACT ID : RS-24894-B COUNTIES : FOUNTAIN LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05456 9217.000 Mg | 41.00000 377897.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05490 48.000 Mg | 41.00000 1968.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0018 402-05495 50.000 Mg | 50.00000 2500.00| | HMA WEDGE AND LEVEL | | | 0019 405-05517 22.000 Mg | 450.00000 9900.00| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 66.000 Mg | 220.00000 14520.00| | ASPHALT FOR TACK COAT | | | 0021 605-94811 1.000 EACH| 950.00000 950.00| | CURB TURNOUT | | | 0022 605-97937 471.000 m | 71.00000 33441.00| | CURB AND GUTTER, CONCRETE, ROLL | | | 0023 610-05527 1119.000 Mg | 85.00000 95115.00| | HMA FOR APPROACHES | | | 0024 616-06405 3.000 Mg | 340.00000 1020.00| | RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 650.00000 650.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06560 3000.000 m2 | 0.65000 1950.00| | MULCHED SEEDING, U | | | 0027 702-90915 3.000 m3 | 150.00000 450.00| | CONCRETE, A | | | 0028 715-05118 10.000 m | 175.00000 1750.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0029 715-46000 2.000 EACH| 275.00000 550.00| | PIPE END SECTION, 300 mm | | | 0030 720-44000 3.000 EACH| 700.00000 2100.00| | CASTING, ADJUST TO GRADE | | | 0031 801-06203 1623.000 m | 5.00000 8115.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0032 801-06207 1588.000 m | 3.00000 4764.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0033 801-06640 45.000 EACH| 80.00000 3600.00| | CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 45100.00000 45100.00| | MAINTAINING TRAFFIC | | | 0035 808-06712 2301.000 m | 0.14000 322.14| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 283 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,652,659.79 ROUTE : SR 341 CALL ORDER : 283 CONTRACT ID : RS-24894-B COUNTIES : FOUNTAIN LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-06713 32844.000 m | 0.14000 4598.16| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0037 808-06714 17201.000 m | 0.14000 2408.14| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0038 808-75297 24.000 m | 17.00000 408.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 1,707,485.84| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,707,485.84| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 287 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,809,682.85 ROUTE : 15 CALL ORDER : 287 CONTRACT ID : RS-24903-B COUNTIES : GRANT WABASH LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/17/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,837,528.69 100.0000% ==================================================================================================================================== |(1) 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 8.000 MOS | 1800.00000 14400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 8.000 MOS | 950.00000 7600.00| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 110-01001 LUMP| 91000.00000 91000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 67000.000 m2 | 0.48000 32160.00| | SURFACE MILLING, ASPHALT | | | 0005 303-04095 2343.000 Mg | 17.00000 39831.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 303-52308 5304.000 Mg | 14.50000 76908.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 305-05731 5967.000 Mg | 37.00000 220779.00| | WIDENING WITH QC/QA HMA | | | 0008 401-05454 10591.000 Mg | 38.00000 402458.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 8825.000 Mg | 46.00000 405950.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-06264 LUMP| 2500.00000 2500.00| | PROFILOGRAPH, HMA | | | 0011 402-05495 8825.000 Mg | 36.00000 317700.00| | HMA WEDGE AND LEVEL | | | 0012 406-05520 94.200 Mg | 180.00000 16956.00| | ASPHALT FOR TACK COAT | | | 0013 610-05527 1512.000 Mg | 82.00000 123984.00| | HMA FOR APPROACHES | | | 0014 611-95023 4.000 EACH| 100.00000 400.00| | MAILBOX ASSEMBLY, RESET | | | 0015 720-44000 3.000 EACH| 445.00000 1335.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 287 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,809,682.85 ROUTE : 15 CALL ORDER : 287 CONTRACT ID : RS-24903-B COUNTIES : GRANT WABASH LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06203 3130.000 m | 0.70000 2191.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0017 801-06207 1120.000 m | 4.30000 4816.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0018 801-06640 29.000 EACH| 80.00000 2320.00| | CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 51400.00000 51400.00| | MAINTAINING TRAFFIC | | | 0020 805-02327 4.000 EACH| 650.00000 2600.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0021 808-06703 650.000 m | 0.75000 487.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0022 808-06713 21842.000 m | 0.12000 2621.04| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-75240 2408.000 m | 0.75000 1806.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0024 808-75245 4845.000 m | 0.75000 3633.75| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0025 808-75297 28.000 m | 9.50000 266.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0026 808-75320 2.000 EACH| 50.00000 100.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75996 450.000 EACH| 1.95000 877.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 649.000 EACH| 16.10000 10448.90| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,837,528.69| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,837,528.69| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,690,773.16 ROUTE : 67 CALL ORDER : 291 CONTRACT ID : RS-24905-A COUNTIES : JAY LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 1,429,428.36 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 1,482,856.45 103.7377% ==================================================================================================================================== |(1) 35-1145884 |(2) 34-4272670 | |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 | 1500.00000 9000.00| 1625.00000 9750.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 72000.00000 72000.00| 21000.00000 21000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2000.000 m2 | 3.45000 6900.00| 5.50000 11000.00| SURFACE MILLING, ASPHALT | | | 0004 202-60822 500.000 m2 | 10.70000 5350.00| 9.20000 4600.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 202-93135 LUMP| 7200.00000 7200.00| 3000.00000 3000.00| RAILROAD CROSSING, REMOVE | | | 0006 303-04095 8700.000 Mg | 11.70000 101790.00| 16.00000 139200.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0007 303-52308 500.000 Mg | 18.60000 9300.00| 11.50000 5750.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 305-05206 200.000 Mg | 74.00000 14800.00| 60.00000 12000.00| WIDENING WITH HMA | | | 0009 305-06082 100.000 Mg | 55.00000 5500.00| 100.00000 10000.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0010 305-06083 1150.000 Mg | 70.00000 80500.00| 62.00000 71300.00| HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0011 401-05455 10800.000 Mg | 30.00000 324000.00| 33.50000 361800.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0012 401-05456 8100.000 Mg | 32.50000 263250.00| 39.00000 315900.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 401-06264 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0014 402-05495 12350.000 Mg | 29.00000 358150.00| 32.00000 395200.00| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,690,773.16 ROUTE : 67 CALL ORDER : 291 CONTRACT ID : RS-24905-A COUNTIES : JAY LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 34-4272670 | |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 406-05520 61.000 Mg | 200.00000 12200.00| 200.00000 12200.00| ASPHALT FOR TACK COAT | | | 0016 608-04396 60.000 EACH| 48.00000 2880.00| 135.00000 8100.00| SHOULDER DRAIN | | | 0017 610-05527 1500.000 Mg | 47.00000 70500.00| 35.00000 52500.00| HMA FOR APPROACHES | | | 0018 615-06520 7.000 EACH| 150.00000 1050.00| 305.00000 2135.00| MONUMENT, RE-ESTABLISH | | | 0019 801-01767 8500.000 m | 0.50000 4250.00| 0.30000 2550.00| TEMPORARY PAVEMENT MARKING, PAINT, | | | YELLOW, 100 mm | | | 0020 801-06207 4300.000 m | 2.65000 11395.00| 1.25000 5375.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0021 801-06640 32.000 EACH| 68.00000 2176.00| 85.00000 2720.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 32500.00000 32500.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0023 801-97643 50.000 m | 25.00000 1250.00| 15.25000 762.50| TEMPORARY BUZZ STRIPS | | | 0024 804-06771 10.000 EACH| 20.00000 200.00| 30.00000 300.00| DELINEATOR POST, FLEXIBLE | | | 0025 808-06713 27730.000 m | 0.13000 3604.90| 0.14000 3882.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-75240 3213.000 m | 0.72000 2313.36| 0.75000 2409.75| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0027 808-75245 3980.000 m | 0.72000 2865.60| 0.75000 2985.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0028 808-75297 12.000 m | 15.00000 180.00| 9.50000 114.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75320 3.000 EACH| 60.00000 180.00| 45.00000 135.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75996 710.000 EACH| 2.85000 2023.50| 4.00000 2840.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 710.000 EACH| 22.00000 15620.00| 18.80000 13348.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 291 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,690,773.16 ROUTE : 67 CALL ORDER : 291 CONTRACT ID : RS-24905-A COUNTIES : JAY LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 34-4272670 | |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 TOTALS | $ 1,429,428.36| $ 1,482,856.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,429,428.36| $ 1,482,856.45| ====================================================================================================================================