INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 52 CALL ORDER : 220 CONTRACT ID : RS-23693-A COUNTIES : TIPPECANOE LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,490,470.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,535,516.00 101.8087% 3 35-1139301 E & B PAVING, INC. $ 2,559,501.26 102.7718% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 2,655,938.54 106.6440% 5 36-2231526 WALSH CONSTR CO OF ILL $ 2,867,033.40 115.1201% 6 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,989,330.03 120.0307% 7 35-1523985 WIRTZ & YATES, INC. $ 2,995,810.28 120.2909% 8 35-1212938 ATLAS EXCAVATING, INC. $ 3,418,275.10 137.2542% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 758,375.48 ROUTE : SR 236 CALL ORDER : 230 CONTRACT ID : RS-23975-A COUNTIES : PUTNAM LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/17/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5267002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 733,820.15 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 2055.53000 10277.65| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 36500.00000 36500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2676.000 m2 | 2.90000 7760.40| | SURFACE MILLING, ASPHALT | | | 0004 303-52308 210.000 Mg | 59.00000 12390.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 2392.000 Mg | 18.14000 43390.88| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 323.000 Mg | 87.75000 28343.25| | HMA FOR PATCHING | | | 0007 401-05437 30.000 Mg | 83.48000 2504.40| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0008 401-05453 7022.000 Mg | 31.18000 218945.96| | QC/QA HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0009 401-05456 5852.000 Mg | 37.56000 219801.12| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 1801.000 Mg | 38.72000 69734.72| | HMA WEDGE AND LEVEL | | | 0011 406-05520 49.000 Mg | 156.59000 7672.91| | ASPHALT FOR TACK COAT | | | 0012 608-04396 17.000 EACH| 276.26000 4696.42| | SHOULDER DRAIN | | | 0013 610-05527 293.000 Mg | 87.41000 25611.13| | HMA FOR APPROACHES | | | 0014 801-06203 3172.000 m | 0.68000 2156.96| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0015 801-06640 22.000 EACH| 52.50000 1155.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 758,375.48 ROUTE : SR 236 CALL ORDER : 230 CONTRACT ID : RS-23975-A COUNTIES : PUTNAM LETTING DATE : 11/16/99 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 801-06775 LUMP| 31846.03000 31846.03| | MAINTAINING TRAFFIC | | | 0017 808-06712 8977.000 m | 0.15000 1346.55| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 19814.000 m | 0.15000 2972.10| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 4352.000 m | 0.15000 652.80| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-75297 10.500 m | 26.25000 275.63| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0021 808-75996 530.000 EACH| 3.64000 1929.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 801-06207 974.000 m | 3.96000 3857.04| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 733,820.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 733,820.15| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,209,522.62 ROUTE : SR 55 CALL ORDER : 240 CONTRACT ID : RS-24246-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-1167376 KEISER & KEISER CONTRACTORS $ 1,156,043.71 100.0000% 2 37-0955285 FREESEN, INC. $ 1,240,530.33 107.3082% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,271,371.21 109.9760% ==================================================================================================================================== |(1) 35-1167376 |(2) 37-0955285 |(3) 35-1917625 |KEISER & KEISER CONTRACTORS |FREESEN, 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 | 1020.00000 8160.00| 1000.00000 8000.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 51060.00000 51060.00| 25277.00000 25277.00| 63450.00000 63450.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 374.000 m2 | 7.00000 2618.00| 11.15000 4170.10| 6.00000 2244.00 SURFACE MILLING, ASPHALT | | | 0004 202-60822 25.000 m2 | 12.00000 300.00| 11.15000 278.75| 6.00000 150.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 303-52308 7879.000 Mg | 16.90000 133155.10| 10.35000 81547.65| 10.00000 78790.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-52309 5571.000 Mg | 12.60000 70194.60| 11.49000 64010.79| 10.00000 55710.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 766.000 Mg | 65.00000 49790.00| 92.25000 70663.50| 88.00000 67408.00 HMA FOR PATCHING | | | 0008 305-05206 4770.000 Mg | 26.70000 127359.00| 46.05000 219658.50| 40.00000 190800.00 WIDENING WITH HMA | | | 0009 401-05456 9402.000 Mg | 30.35000 285350.70| 33.78000 317599.56| 40.00000 376080.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05490 52.000 Mg | 51.00000 2652.00| 33.78000 1756.56| 40.00000 2080.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0011 402-05495 9000.000 Mg | 27.75000 249750.00| 33.78000 304020.00| 31.00000 279000.00 HMA WEDGE AND LEVEL | | | 0013 406-05520 68.000 Mg | 174.00000 11832.00| 385.00000 26180.00| 175.00000 11900.00 ASPHALT FOR TACK COAT | | | 0014 608-04396 5.000 EACH| 388.00000 1940.00| 250.00000 1250.00| 200.00000 1000.00 SHOULDER DRAIN | | | 0015 610-05527 1712.000 Mg | 57.40000 98268.80| 51.50000 88168.00| 45.00000 77040.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,209,522.62 ROUTE : SR 55 CALL ORDER : 240 CONTRACT ID : RS-24246-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1167376 |(2) 37-0955285 |(3) 35-1917625 |KEISER & KEISER CONTRACTORS |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 615-06525 2.000 EACH| 300.00000 600.00| 350.00000 700.00| 295.00000 590.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 615-06527 8.000 EACH| 200.00000 1600.00| 350.00000 2800.00| 375.00000 3000.00 MONUMENT, SECTION CORNER | | | 0018 720-44000 2.000 EACH| 300.00000 600.00| 350.00000 700.00| 475.00000 950.00 CASTING, ADJUST TO GRADE | | | 0019 801-06203 1450.000 m | 2.05000 2972.50| 1.64000 2378.00| 1.30000 1885.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0020 801-06207 1666.000 m | 2.70000 4498.20| 4.50000 7497.00| 2.90000 4831.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0021 801-06640 30.000 EACH| 50.00000 1500.00| 51.00000 1530.00| 50.00000 1500.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 42035.00000 42035.00| 2000.00000 2000.00| 33555.00000 33555.00 MAINTAINING TRAFFIC | | | 0023 808-06712 3333.000 m | 0.14000 466.62| 0.15000 499.95| 0.14000 466.62 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0024 808-06713 33664.000 m | 0.14000 4712.96| 0.15000 5049.60| 0.14000 4712.96 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 10222.000 m | 0.14000 1431.08| 0.15000 1533.30| 0.14000 1431.08 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-75297 35.000 m | 9.00000 315.00| 9.18000 321.30| 9.00000 315.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0027 808-75996 977.000 EACH| 2.95000 2882.15| 3.01000 2940.77| 2.95000 2882.15 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,156,043.71| $ 1,240,530.33| $ 1,271,371.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,156,043.71| $ 1,240,530.33| $ 1,271,371.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,512.43 ROUTE : 5 CALL ORDER : 250 CONTRACT ID : RS-24361-A COUNTIES : HUNTINGTON WHITLEY LETTING DATE : 11/16/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/25/00 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 $ 1,127,923.75 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,157,656.31 102.6360% 3 35-1065659 BROOKS CONSTRUCTION $ 1,252,818.58 111.0729% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,279,831.85 113.4679% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1139301 |(3) 35-1065659 |JOHNSON, S.E. COMPANIES |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, ASPHALT | | | 0001 105-06790 5.000 MOS | 1000.00000 5000.00| 900.00000 4500.00| 1200.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 28940.00000 28940.00| 62000.00000 62000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2830.000 m2 | 2.50000 7075.00| 3.35000 9480.50| 1.58000 4471.40 SURFACE MILLING, ASPHALT | | | 0004 211-02060 9.000 m3 | 25.00000 225.00| 10.00000 90.00| 15.28000 137.52 B BORROW FOR STRUCTURE BACKFILL | | | 0005 303-52308 870.000 Mg | 8.50000 7395.00| 5.00000 4350.00| 6.23000 5420.10 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-52309 6100.000 Mg | 16.00000 97600.00| 16.11000 98271.00| 14.19000 86559.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 2600.000 Mg | 44.00000 114400.00| 38.00000 98800.00| 45.37000 117962.00 HMA FOR PATCHING | | | 0008 305-05206 300.000 Mg | 65.00000 19500.00| 38.00000 11400.00| 45.37000 13611.00 WIDENING WITH HMA | | | 0009 401-05454 14000.000 Mg | 25.50000 357000.00| 25.64000 358960.00| 28.03000 392420.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0010 401-05456 10500.000 Mg | 32.75000 343875.00| 33.00000 346500.00| 32.89000 345345.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05495 1445.000 Mg | 36.00000 52020.00| 34.80000 50286.00| 44.09000 63710.05 HMA WEDGE AND LEVEL | | | 0012 406-05520 79.000 Mg | 180.00000 14220.00| 161.50000 12758.50| 194.85000 15393.15 ASPHALT FOR TACK COAT | | | 0013 610-05527 1125.000 Mg | 36.00000 40500.00| 51.63000 58083.75| 50.52000 56835.00 HMA FOR APPROACHES | | | 0014 611-95023 5.000 EACH| 125.00000 625.00| 30.00000 150.00| 95.00000 475.00 MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,512.43 ROUTE : 5 CALL ORDER : 250 CONTRACT ID : RS-24361-A COUNTIES : HUNTINGTON WHITLEY LETTING DATE : 11/16/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1139301 |(3) 35-1065659 |JOHNSON, S.E. COMPANIES |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 715-05119 17.100 m | 115.00000 1966.50| 143.60000 2455.56| 167.85000 2870.24 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0016 715-05756 0.600 m | 525.00000 315.00| 800.00000 480.00| 520.87000 312.52 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0017 715-46000 1.000 EACH| 290.00000 290.00| 185.00000 185.00| 360.00000 360.00 PIPE END SECTION, 300 mm | | | 0018 720-44000 5.000 EACH| 325.00000 1625.00| 275.00000 1375.00| 380.00000 1900.00 CASTING, ADJUST TO GRADE | | | 0019 730-03475 2.000 EACH| 625.00000 1250.00| 190.00000 380.00| 595.00000 1190.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0020 801-06203 4140.000 m | 0.70000 2898.00| 1.50000 6210.00| 0.82000 3394.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0021 801-06207 2330.000 m | 2.50000 5825.00| 0.25000 582.50| 3.05000 7106.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0022 801-06640 46.000 EACH| 69.00000 3174.00| 69.00000 3174.00| 130.00000 5980.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 5000.00000 5000.00| 19350.00000 19350.00| 27630.00000 27630.00 MAINTAINING TRAFFIC | | | 0024 802-99058 16.000 EACH| 75.00000 1200.00| 125.00000 2000.00| 75.00000 1200.00 SHEET SIGN, INSTALL | | | 0025 804-06771 24.000 EACH| 25.00000 600.00| 16.00000 384.00| 16.00000 384.00 DELINEATOR POST, FLEXIBLE | | | 0026 805-92951 7.000 EACH| 210.00000 1470.00| 150.00000 1050.00| 150.00000 1050.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0027 808-01226 1480.000 EACH| 6.25000 9250.00| 6.25000 9250.00| 4.82000 7133.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0028 808-06701 50.000 m | 0.80000 40.00| 0.80000 40.00| 0.92000 46.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0029 808-06703 2300.000 m | 0.80000 1840.00| 0.80000 1840.00| 0.92000 2116.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0030 808-06712 3100.000 m | 0.14000 434.00| 0.14000 434.00| 0.10000 310.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 42600.000 m | 0.14000 5964.00| 0.14000 5964.00| 0.10000 4260.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 22000.000 m | 0.14000 3080.00| 0.14000 3080.00| 0.10000 2200.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75245 1570.000 m | 0.80000 1256.00| 0.80000 1256.00| 0.92000 1444.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,512.43 ROUTE : 5 CALL ORDER : 250 CONTRACT ID : RS-24361-A COUNTIES : HUNTINGTON WHITLEY LETTING DATE : 11/16/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1139301 |(3) 35-1065659 |JOHNSON, S.E. COMPANIES |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75278 20.000 m | 5.95000 119.00| 5.95000 119.00| 3.70000 74.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0035 808-75297 65.000 m | 11.95000 776.75| 11.95000 776.75| 7.20000 468.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75320 12.000 EACH| 55.00000 660.00| 55.00000 660.00| 62.00000 744.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 12.000 EACH| 75.00000 900.00| 75.00000 900.00| 97.00000 1164.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0038 808-75994 1480.000 EACH| 6.25000 9250.00| 6.25000 9250.00| 4.66000 6896.80 PRISMATIC REFLECTOR | | | 0039 808-75996 1185.000 EACH| 3.25000 3851.25| 2.90000 3436.50| 1.70000 2014.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-92027 115.000 m | 3.95000 454.25| 3.95000 454.25| 2.00000 230.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,127,923.75| $ 1,157,656.31| $ 1,252,818.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,127,923.75| $ 1,157,656.31| $ 1,252,818.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 250 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,512.43 ROUTE : 5 CALL ORDER : 250 CONTRACT ID : RS-24361-A COUNTIES : HUNTINGTON WHITLEY LETTING DATE : 11/16/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, ASPHALT | | | 0001 105-06790 5.000 MOS | 1210.00000 6050.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 63950.00000 63950.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2830.000 m2 | 2.86000 8093.80| | SURFACE MILLING, ASPHALT | | | 0004 211-02060 9.000 m3 | 33.60000 302.40| | B BORROW FOR STRUCTURE BACKFILL | | | 0005 303-52308 870.000 Mg | 9.00000 7830.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-52309 6100.000 Mg | 12.30000 75030.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 2600.000 Mg | 41.00000 106600.00| | HMA FOR PATCHING | | | 0008 305-05206 300.000 Mg | 41.00000 12300.00| | WIDENING WITH HMA | | | 0009 401-05454 14000.000 Mg | 29.60000 414400.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0010 401-05456 10500.000 Mg | 33.80000 354900.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05495 1445.000 Mg | 30.30000 43783.50| | HMA WEDGE AND LEVEL | | | 0012 406-05520 79.000 Mg | 248.00000 19592.00| | ASPHALT FOR TACK COAT | | | 0013 610-05527 1125.000 Mg | 53.00000 59625.00| | HMA FOR APPROACHES | | | 0014 611-95023 5.000 EACH| 215.00000 1075.00| | MAILBOX ASSEMBLY, RESET | | | 0015 715-05119 17.100 m | 93.00000 1590.30| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0016 715-05756 0.600 m | 94.00000 56.40| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0017 715-46000 1.000 EACH| 290.00000 290.00| | PIPE END SECTION, 300 mm | | | 0018 720-44000 5.000 EACH| 215.00000 1075.00| | CASTING, ADJUST TO GRADE | | | 0019 730-03475 2.000 EACH| 335.00000 670.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0020 801-06203 4140.000 m | 0.66000 2732.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 250 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,512.43 ROUTE : 5 CALL ORDER : 250 CONTRACT ID : RS-24361-A COUNTIES : HUNTINGTON WHITLEY LETTING DATE : 11/16/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06207 2330.000 m | 2.20000 5126.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0022 801-06640 46.000 EACH| 143.00000 6578.00| | CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 44060.00000 44060.00| | MAINTAINING TRAFFIC | | | 0024 802-99058 16.000 EACH| 138.00000 2208.00| | SHEET SIGN, INSTALL | | | 0025 804-06771 24.000 EACH| 17.60000 422.40| | DELINEATOR POST, FLEXIBLE | | | 0026 805-92951 7.000 EACH| 165.00000 1155.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0027 808-01226 1480.000 EACH| 7.30000 10804.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0028 808-06701 50.000 m | 1.03000 51.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0029 808-06703 2300.000 m | 1.03000 2369.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0030 808-06712 3100.000 m | 1.03000 3193.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 42600.000 m | 0.14000 5964.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 22000.000 m | 0.14000 3080.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75245 1570.000 m | 1.03000 1617.10| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0034 808-75278 20.000 m | 10.15000 203.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0035 808-75297 65.000 m | 10.15000 659.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75320 12.000 EACH| 57.00000 684.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 12.000 EACH| 82.50000 990.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 250 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,512.43 ROUTE : 5 CALL ORDER : 250 CONTRACT ID : RS-24361-A COUNTIES : HUNTINGTON WHITLEY LETTING DATE : 11/16/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 808-75994 1480.000 EACH| 5.80000 8584.00| | PRISMATIC REFLECTOR | | | 0039 808-75996 1185.000 EACH| 1.43000 1694.55| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-92027 115.000 m | 3.85000 442.75| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,279,831.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,279,831.85| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,801.07 ROUTE : 231 CALL ORDER : 260 CONTRACT ID : RS-24371-A COUNTIES : SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 777,922.06 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 789,795.75 101.5263% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 1575.00000 12600.00| 800.00000 6400.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 38700.00000 38700.00| 39000.00000 39000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 124000.000 m2 | 0.35000 43400.00| 0.40000 49600.00| SURFACE MILLING, ASPHALT | | | 0004 303-60905 1350.000 Mg | 23.00000 31050.00| 12.00000 16200.00| COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0005 305-05204 400.000 Mg | 150.00000 60000.00| 120.00000 48000.00| HMA FOR PATCHING | | | 0006 401-05456 10530.000 Mg | 45.00000 473850.00| 46.50000 489645.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 30.000 Mg | 189.00000 5670.00| 440.00000 13200.00| ASPHALT FOR TACK COAT | | | 0008 610-05527 740.000 Mg | 55.00000 40700.00| 84.40000 62456.00| HMA FOR APPROACHES | | | 0011 801-06640 38.000 EACH| 59.00000 2242.00| 60.00000 2280.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 33000.00000 33000.00| 21000.00000 21000.00| MAINTAINING TRAFFIC | | | 0014 805-01843 1.000 EACH| 300.00000 300.00| 715.00000 715.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0015 805-78470 150.000 m | 1.80000 270.00| 1.85000 277.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 52.000 m | 28.00000 1456.00| 29.00000 1508.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 808-06712 2725.000 m | 0.15000 408.75| 0.15000 408.75| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,801.07 ROUTE : 231 CALL ORDER : 260 CONTRACT ID : RS-24371-A COUNTIES : SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 808-06713 25500.000 m | 0.15000 3825.00| 0.15000 3825.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 6700.000 m | 0.15000 1005.00| 0.15000 1005.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-75297 25.000 m | 10.00000 250.00| 10.50000 262.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0021 808-75996 725.000 EACH| 2.95000 2138.75| 3.00000 2175.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 725.000 EACH| 26.00000 18850.00| 26.50000 19212.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0023 716-99066 15.000 m | 135.00000 2025.00| 195.00000 2925.00| PIPE CLEANING , BOX CULVERT, 1.2m X 2.4m| | | 0024 801-06203 1338.000 m | 1.26000 1685.88| 3.15000 4214.70| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0025 801-06207 1338.000 m | 3.36000 4495.68| 4.10000 5485.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 777,922.06| $ 789,795.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 777,922.06| $ 789,795.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,289.62 ROUTE : US 50 CALL ORDER : 270 CONTRACT ID : RS-24637-A COUNTIES : KNOX LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,648,050.00 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MILL SURFACE AND BITUMINOUS OVERLAY | | | 0001 105-06790 11.000 MOS | 925.00000 10175.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11200.00000 11200.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 60122.00000 60122.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 191800.000 m2 | 0.35000 67130.00| | SURFACE MILLING, ASPHALT | | | 0005 303-52309 100.000 Mg | 24.00000 2400.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 401-05457 16730.000 Mg | 45.00000 752850.00| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 401-05465 9024.000 Mg | 34.00000 306816.00| | QC/QA HMA SURFACE 12.5 mm, SHOULDER | | | 0008 405-05517 50.000 Mg | 290.00000 14500.00| | ASPHALT FOR PRIME COAT | | | 0009 406-05520 92.000 Mg | 170.00000 15640.00| | ASPHALT FOR TACK COAT | | | 0010 506-06333 1460.000 m2 | 146.00000 213160.00| | PCCP PATCHING, FULL DEPTH | | | 0011 506-06333 124.000 m2 | 208.00000 25792.00| | PCCP PATCHING, FULL DEPTH , | | | LONGITUDINAL JOINTS | | | 0012 610-05527 537.000 Mg | 49.00000 26313.00| | HMA FOR APPROACHES | | | 0013 720-44000 28.000 EACH| 400.00000 11200.00| | CASTING, ADJUST TO GRADE | | | 0014 801-01093 20.000 EACH| 695.00000 13900.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,052,289.62 ROUTE : US 50 CALL ORDER : 270 CONTRACT ID : RS-24637-A COUNTIES : KNOX LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06203 2350.000 m | 0.70000 1645.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0016 801-06207 2350.000 m | 2.15000 5052.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06640 42.000 EACH| 80.00000 3360.00| | CONSTRUCTION SIGN, A | | | 0018 801-06710 120.000 DAY | 15.00000 1800.00| | FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 62000.00000 62000.00| | MAINTAINING TRAFFIC | | | 0020 808-06711 5875.000 m | 0.16000 940.00| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0021 808-06713 24000.000 m | 0.16000 3840.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-06714 23475.000 m | 0.16000 3756.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0023 808-75996 1066.000 EACH| 2.70000 2878.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 1066.000 EACH| 25.55000 27236.30| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0025 808-06705 2200.000 m | 1.65000 3630.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0026 202-60822 420.000 m2 | 1.70000 714.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | SECTION TOTALS | $ 1,648,050.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,648,050.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 38 CALL ORDER : 280 CONTRACT ID : RS-24676-A COUNTIES : HENRY LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 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. $ 252,804.00 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 276,654.00 109.4341% 3 35-1912582 EDSAM CONSTRUCTION, INC. $ 344,085.20 136.1074% ====================================================================================================================================