INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,856.91 ROUTE : 75 CALL ORDER : 141 CONTRACT ID : R -25805-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/20/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3306011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 276,790.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 289,694.00 104.6620% 3 35-1212938 ATLAS EXCAVATING, INC. $ 313,849.44 113.3890% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 327,025.78 118.1494% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 333,144.94 120.3601% 6 35-1315965 FOX CONTRACTORS CORP. $ 382,392.74 138.1526% 7 35-1991044 JOHNSON COMPANY INC. $ 493,802.76 178.4033% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2250.00000 9000.00| 2500.00000 10000.00| 1200.00000 4800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13800.00000 13800.00| 14750.00000 14750.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5200.00000 5200.00| 9456.62000 9456.62| 5500.00000 5500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 150.000 m | 8.20000 1230.00| 8.00000 1200.00| 7.20000 1080.00 GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 20000.00000 20000.00| 10000.00000 10000.00| 13000.00000 13000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 230.000 m2 | 10.00000 2300.00| 9.00000 2070.00| 7.20000 1656.00 SURFACE MILLING, ASPHALT | | | 0008 203-02020 100.000 m3 | 38.00000 3800.00| 33.25000 3325.00| 16.00000 1600.00 EXCAVATION, UNCLASSIFIED | | | 0009 203-02055 494.000 m3 | 15.00000 7410.00| 20.00000 9880.00| 21.00000 10374.00 EMBANKMENT | | | 0010 211-02060 132.000 m3 | 21.00000 2772.00| 29.00000 3828.00| 28.00000 3696.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 478.000 Mg | 22.00000 10516.00| 17.00000 8126.00| 18.50000 8843.00 COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 11.000 Mg | 295.00000 3245.00| 260.00000 2860.00| 130.00000 1430.00 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,856.91 ROUTE : 75 CALL ORDER : 141 CONTRACT ID : R -25805-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 305-05206 181.000 Mg | 46.50000 8416.50| 80.00000 14480.00| 63.00000 11403.00 WIDENING WITH HMA | | | 0014 402-05477 228.000 Mg | 51.00000 11628.00| 55.00000 12540.00| 52.00000 11856.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05490 91.000 Mg | 54.00000 4914.00| 55.00000 5005.00| 65.00000 5915.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0016 402-05495 397.000 Mg | 48.00000 19056.00| 45.00000 17865.00| 48.00000 19056.00 HMA WEDGE AND LEVEL | | | 0017 406-05520 0.700 Mg | 225.00000 157.50| 200.00000 140.00| 340.00000 238.00 ASPHALT FOR TACK COAT | | | 0018 601-01848 3.000 EACH| 1480.00000 4440.00| 1435.00000 4305.00| 1650.00000 4950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0019 601-02636 60.960 m | 47.00000 2865.12| 45.00000 2743.20| 56.00000 3413.76 GUARDRAIL, W BEAM, NESTED | | | 0020 601-05999 3.000 EACH| 23.50000 70.50| 23.00000 69.00| 43.00000 129.00 CURVED TERMINAL END | | | 0021 601-94689 1.000 EACH| 1950.00000 1950.00| 1885.00000 1885.00| 2300.00000 2300.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 169.540 m | 36.00000 6103.44| 35.00000 5933.90| 32.00000 5425.28 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 38.000 Mg | 121.00000 4598.00| 87.00000 3306.00| 95.00000 3610.00 HMA FOR APPROACHES | | | 0024 611-06497 3.000 EACH| 118.00000 354.00| 115.00000 345.00| 185.00000 555.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 615-06520 1.000 EACH| 400.00000 400.00| 200.00000 200.00| 350.00000 350.00 MONUMENT, RE-ESTABLISH | | | 0026 616-02320 264.000 m2 | 3.00000 792.00| 3.00000 792.00| 4.20000 1108.80 GEOTEXTILES | | | 0027 616-06405 165.000 Mg | 45.00000 7425.00| 20.00000 3300.00| 22.00000 3630.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 475.00000 475.00| 450.00000 450.00| 480.00000 480.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 2028.000 m2 | 0.85000 1723.80| 0.80000 1622.40| 0.90000 1825.20 MULCHED SEEDING, R | | | 0030 621-06567 50.000 kL | 0.60000 30.00| 0.55000 27.50| 0.70000 35.00 WATER | | | 0031 621-06575 1662.000 m2 | 4.10000 6814.20| 3.90000 6481.80| 4.30000 7146.60 SODDING, NURSERY | | | 0032 714-07209 23.000 m | 4000.00000 92000.00| 5300.00000 121900.00| 6500.00000 149500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5490 mm X 2740 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,856.91 ROUTE : 75 CALL ORDER : 141 CONTRACT ID : R -25805-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-03290 1.000 EACH| 225.24000 225.24| 95.00000 95.00| 215.00000 215.00 CONSTRUCTION SIGN, C | | | 0034 801-04308 5.000 EACH| 150.00000 750.00| 80.00000 400.00| 160.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0035 801-06605 6.000 EACH| 55.00000 330.00| 40.00000 240.00| 65.00000 390.00 BARRICADE, IIIA | | | 0036 801-06606 4.000 EACH| 65.00000 260.00| 45.00000 180.00| 75.00000 300.00 BARRICADE, IIIB | | | 0037 801-06625 17.000 EACH| 75.00000 1275.00| 85.00000 1445.00| 110.00000 1870.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 11.000 EACH| 75.00000 825.00| 42.50000 467.50| 120.00000 1320.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 13000.00000 13000.00| 1400.00000 1400.00| 2700.00000 2700.00 MAINTAINING TRAFFIC | | | 0040 802-05701 15.000 m | 32.00000 480.00| 31.00000 465.00| 36.00000 540.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0041 808-06712 60.000 m | 0.70000 42.00| 0.90000 54.00| 0.80000 48.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0042 808-06713 704.000 m | 0.70000 492.80| 0.48000 337.92| 0.80000 563.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0043 808-06714 467.000 m | 0.70000 326.90| 0.48000 224.16| 0.80000 373.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0044 808-75996 27.000 EACH| 11.00000 297.00| 37.00000 999.00| 12.00000 324.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 276,790.00| $ 289,694.00| $ 313,849.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 276,790.00| $ 289,694.00| $ 313,849.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,856.91 ROUTE : 75 CALL ORDER : 141 CONTRACT ID : R -25805-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1364963 |(6) 35-1315965 |HUNT PAVING COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.|FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4095.00000 4095.00| 4800.00000 4800.00| 4185.00000 4185.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1215.57000 4862.28| 1100.00000 4400.00| 3733.00000 14932.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16090.00000 16090.00| 16100.00000 16100.00| 9250.00000 9250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8505.00000 8505.00| 3000.00000 3000.00| 10222.00000 10222.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 150.000 m | 15.75000 2362.50| 12.00000 1800.00| 16.09000 2413.50 GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 5937.75000 5937.75| 34000.00000 34000.00| 22228.00000 22228.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 230.000 m2 | 9.45000 2173.50| 8.00000 1840.00| 18.38000 4227.40 SURFACE MILLING, ASPHALT | | | 0008 203-02020 100.000 m3 | 32.68000 3268.00| 40.00000 4000.00| 56.06000 5606.00 EXCAVATION, UNCLASSIFIED | | | 0009 203-02055 494.000 m3 | 22.88000 11302.72| 15.00000 7410.00| 88.24000 43590.56 EMBANKMENT | | | 0010 211-02060 132.000 m3 | 31.06000 4099.92| 28.50000 3762.00| 68.83000 9085.56 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 478.000 Mg | 26.62000 12724.36| 22.00000 10516.00| 23.60000 11280.80 COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 11.000 Mg | 283.50000 3118.50| 70.00000 770.00| 316.50000 3481.50 HMA FOR PATCHING | | | 0013 305-05206 181.000 Mg | 86.10000 15584.10| 45.00000 8145.00| 49.89000 9030.09 WIDENING WITH HMA | | | 0014 402-05477 228.000 Mg | 57.75000 13167.00| 52.50000 11970.00| 54.72000 12476.16 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05490 91.000 Mg | 56.70000 5159.70| 65.00000 5915.00| 57.94000 5272.54 HMA SURFACE 9.5 mm, SHOULDER | | | 0016 402-05495 397.000 Mg | 47.25000 18758.25| 48.00000 19056.00| 51.50000 20445.50 HMA WEDGE AND LEVEL | | | 0017 406-05520 0.700 Mg | 214.20000 149.94| 350.00000 245.00| 241.40000 168.98 ASPHALT FOR TACK COAT | | | 0018 601-01848 3.000 EACH| 1680.00000 5040.00| 1600.00000 4800.00| 1716.60000 5149.80 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0019 601-02636 60.960 m | 64.05000 3904.49| 55.00000 3352.80| 65.45000 3989.83 GUARDRAIL, W BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,856.91 ROUTE : 75 CALL ORDER : 141 CONTRACT ID : R -25805-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1364963 |(6) 35-1315965 |HUNT PAVING COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.|FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-05999 3.000 EACH| 42.00000 126.00| 50.00000 150.00| 42.91000 128.73 CURVED TERMINAL END | | | 0021 601-94689 1.000 EACH| 2205.00000 2205.00| 2250.00000 2250.00| 2253.04000 2253.04 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 169.540 m | 32.55000 5518.53| 34.00000 5764.34| 33.26000 5638.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 38.000 Mg | 92.40000 3511.20| 100.00000 3800.00| 129.82000 4933.16 HMA FOR APPROACHES | | | 0024 611-06497 3.000 EACH| 126.00000 378.00| 200.00000 600.00| 123.38000 370.14 MAILBOX ASSEMBLY, SINGLE | | | 0025 615-06520 1.000 EACH| 315.00000 315.00| 1000.00000 1000.00| 830.00000 830.00 MONUMENT, RE-ESTABLISH | | | 0026 616-02320 264.000 m2 | 4.19000 1106.16| 3.00000 792.00| 5.82000 1536.48 GEOTEXTILES | | | 0027 616-06405 165.000 Mg | 32.93000 5433.45| 22.50000 3712.50| 37.70000 6220.50 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 472.50000 472.50| 500.00000 500.00| 482.00000 482.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 2028.000 m2 | 0.84000 1703.52| 0.90000 1825.20| 0.86000 1744.08 MULCHED SEEDING, R | | | 0030 621-06567 50.000 kL | 0.58000 29.00| 0.55000 27.50| 0.59000 29.50 WATER | | | 0031 621-06575 1662.000 m2 | 4.10000 6814.20| 4.50000 7479.00| 4.18000 6947.16 SODDING, NURSERY | | | 0032 714-07209 23.000 m | 6531.46000 150223.58| 6500.00000 149500.00| 6311.19000 145157.37 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5490 mm X 2740 mm | | | 0033 801-03290 1.000 EACH| 99.75000 99.75| 150.00000 150.00| 101.92000 101.92 CONSTRUCTION SIGN, C | | | 0034 801-04308 5.000 EACH| 84.00000 420.00| 100.00000 500.00| 85.83000 429.15 ROAD CLOSURE SIGN ASSEMBLY | | | 0035 801-06605 6.000 EACH| 42.00000 252.00| 75.00000 450.00| 42.92000 257.52 BARRICADE, IIIA | | | 0036 801-06606 4.000 EACH| 47.25000 189.00| 75.00000 300.00| 48.28000 193.12 BARRICADE, IIIB | | | 0037 801-06625 17.000 EACH| 89.25000 1517.25| 100.00000 1700.00| 91.19000 1550.23 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 11.000 EACH| 44.63000 490.93| 80.00000 880.00| 45.60000 501.60 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 3675.00000 3675.00| 3500.00000 3500.00| 3815.00000 3815.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,856.91 ROUTE : 75 CALL ORDER : 141 CONTRACT ID : R -25805-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1364963 |(6) 35-1315965 |HUNT PAVING COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.|FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 802-05701 15.000 m | 36.75000 551.25| 36.00000 540.00| 33.26000 498.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0041 808-06712 60.000 m | 0.95000 57.00| 1.00000 60.00| 0.97000 58.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0042 808-06713 704.000 m | 0.50000 352.00| 0.60000 422.40| 0.52000 366.08 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0043 808-06714 467.000 m | 0.50000 233.50| 0.60000 280.20| 0.52000 242.84 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0044 808-75996 27.000 EACH| 38.85000 1048.95| 40.00000 1080.00| 39.70000 1071.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 327,025.78| $ 333,144.94| $ 382,392.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,025.78| $ 333,144.94| $ 382,392.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,856.91 ROUTE : 75 CALL ORDER : 141 CONTRACT ID : R -25805-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 | | |JOHNSON COMPANY INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 19500.00000 19500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1100.00000 4400.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 27000.00000 27000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 150.000 m | 10.80000 1620.00| | GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 85000.00000 85000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 230.000 m2 | 5.00000 1150.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02020 100.000 m3 | 56.00000 5600.00| | EXCAVATION, UNCLASSIFIED | | | 0009 203-02055 494.000 m3 | 21.00000 10374.00| | EMBANKMENT | | | 0010 211-02060 132.000 m3 | 19.90000 2626.80| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 478.000 Mg | 18.00000 8604.00| | COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 11.000 Mg | 68.00000 748.00| | HMA FOR PATCHING | | | 0013 305-05206 181.000 Mg | 43.00000 7783.00| | WIDENING WITH HMA | | | 0014 402-05477 228.000 Mg | 52.00000 11856.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05490 91.000 Mg | 65.00000 5915.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0016 402-05495 397.000 Mg | 47.00000 18659.00| | HMA WEDGE AND LEVEL | | | 0017 406-05520 0.700 Mg | 325.00000 227.50| | ASPHALT FOR TACK COAT | | | 0018 601-01848 3.000 EACH| 1600.00000 4800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0019 601-02636 60.960 m | 55.00000 3352.80| | GUARDRAIL, W BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,856.91 ROUTE : 75 CALL ORDER : 141 CONTRACT ID : R -25805-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 | | |JOHNSON COMPANY INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-05999 3.000 EACH| 47.00000 141.00| | CURVED TERMINAL END | | | 0021 601-94689 1.000 EACH| 2150.00000 2150.00| | GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 169.540 m | 34.00000 5764.36| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 38.000 Mg | 90.00000 3420.00| | HMA FOR APPROACHES | | | 0024 611-06497 3.000 EACH| 170.00000 510.00| | MAILBOX ASSEMBLY, SINGLE | | | 0025 615-06520 1.000 EACH| 300.00000 300.00| | MONUMENT, RE-ESTABLISH | | | 0026 616-02320 264.000 m2 | 5.45000 1438.80| | GEOTEXTILES | | | 0027 616-06405 165.000 Mg | 25.00000 4125.00| | RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 450.00000 450.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 2028.000 m2 | 0.80000 1622.40| | MULCHED SEEDING, R | | | 0030 621-06567 50.000 kL | 0.55000 27.50| | WATER | | | 0031 621-06575 1662.000 m2 | 4.30000 7146.60| | SODDING, NURSERY | | | 0032 714-07209 23.000 m | 7500.00000 172500.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5490 mm X 2740 mm | | | 0033 801-03290 1.000 EACH| 95.00000 95.00| | CONSTRUCTION SIGN, C | | | 0034 801-04308 5.000 EACH| 80.00000 400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0035 801-06605 6.000 EACH| 40.00000 240.00| | BARRICADE, IIIA | | | 0036 801-06606 4.000 EACH| 45.00000 180.00| | BARRICADE, IIIB | | | 0037 801-06625 17.000 EACH| 85.00000 1445.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 11.000 EACH| 42.50000 467.50| | CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,856.91 ROUTE : 75 CALL ORDER : 141 CONTRACT ID : R -25805-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 | | |JOHNSON COMPANY INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 802-05701 15.000 m | 35.00000 525.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0041 808-06712 60.000 m | 0.90000 54.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0042 808-06713 704.000 m | 0.50000 352.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0043 808-06714 467.000 m | 0.50000 233.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0044 808-75996 27.000 EACH| 37.00000 999.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 493,802.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 493,802.76| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,180,000.00 ROUTE : LADOGA ROAD CALL ORDER : 161 CONTRACT ID : R -25879-A COUNTIES : MONTGOMERY LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 160 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8554002 8554002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,711,399.04 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,342,000.00 116.9909% ==================================================================================================================================== |(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 ROAD AND BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 109855.00000 109855.00| 140000.00000 140000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 1995.00000 29925.00| 1800.00000 27000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 185235.00000 185235.00| 217000.00000 217000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 73871.00000 73871.00| 159545.59000 159545.59| CLEARING RIGHT OF WAY | | | 0005 202-02240 12840.000 m2 | 5.05000 64842.00| 7.80000 100152.00| PAVEMENT, REMOVE | | | 0006 202-02241 54.000 m | 21.40000 1155.60| 21.00000 1134.00| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 25000.00000 25000.00| 29000.00000 29000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 23838.000 m2 | 0.95000 22646.10| 1.40000 33373.20| SURFACE MILLING, ASPHALT | | | 0009 202-74045 25.000 EACH| 30.00000 750.00| 26.00000 650.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0010 203-02000 22055.000 m3 | 15.05000 331927.75| 14.00000 308770.00| EXCAVATION, COMMON | | | 0011 203-02070 5302.000 m3 | 8.00000 42416.00| 14.00000 74228.00| BORROW | | | 0012 205-06931 194.000 Mg | 42.00000 8148.00| 33.00000 6402.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 12.000 EACH| 58.00000 696.00| 93.00000 1116.00| TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06936 530.000 Mg | 32.00000 16960.00| 54.00000 28620.00| TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,180,000.00 ROUTE : LADOGA ROAD CALL ORDER : 161 CONTRACT ID : R -25879-A COUNTIES : MONTGOMERY LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 995.000 m | 5.85000 5820.75| 6.30000 6268.50| TEMPORARY SILT FENCE | | | 0016 205-06938 12.000 m | 50.00000 600.00| 460.00000 5520.00| TEMPORARY SLOPE DRAIN | | | 0017 206-51220 5.000 m3 | 150.00000 750.00| 205.00000 1025.00| EXCAVATION, WET | | | 0018 206-51230 32.000 m3 | 15.00000 480.00| 39.00000 1248.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 207-06499 40046.000 m2 | 3.70000 148170.20| 5.00000 200230.00| SUBGRADE TREATMENT | | | 0020 211-02060 1241.000 m3 | 28.00000 34748.00| 25.00000 31025.00| B BORROW FOR STRUCTURE BACKFILL | | | 0021 213-52830 14.200 m3 | 140.00000 1988.00| 130.00000 1846.00| FLOWABLE MORTAR | | | 0022 303-04075 71.000 Mg | 28.00000 1988.00| 18.00000 1278.00| COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 13501.400 Mg | 14.80000 199820.72| 15.00000 202521.00| COMPACTED AGGREGATE, O, 53 | | | 0024 305-05204 82.000 Mg | 120.00000 9840.00| 170.00000 13940.00| HMA FOR PATCHING | | | 0025 305-05731 4102.000 Mg | 35.00000 143570.00| 53.00000 217406.00| WIDENING WITH QC/QA HMA | | | 0026 401-05437 7265.000 Mg | 38.00000 276070.00| 37.00000 268805.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 7686.000 Mg | 35.00000 269010.00| 35.00000 269010.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 3464.000 Mg | 38.00000 131632.00| 43.00000 148952.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-06264 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0030 402-05475 2530.000 Mg | 35.00000 88550.00| 41.00000 103730.00| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0031 402-05481 2840.000 Mg | 34.00000 96560.00| 42.00000 119280.00| HMA BASE 25.0 mm, SHOULDER | | | 0032 402-05495 2079.000 Mg | 38.00000 79002.00| 43.00000 89397.00| HMA WEDGE AND LEVEL | | | 0033 404-05511 15776.000 m2 | 1.15000 18142.40| 1.40000 22086.40| SEAL COAT, 2 | | | 0034 405-05517 25.000 Mg | 320.00000 8000.00| 260.00000 6500.00| ASPHALT FOR PRIME COAT | | | 0035 406-05520 40.000 Mg | 220.00000 8800.00| 190.00000 7600.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,180,000.00 ROUTE : LADOGA ROAD CALL ORDER : 161 CONTRACT ID : R -25879-A COUNTIES : MONTGOMERY LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-01522 4.000 EACH| 1260.00000 5040.00| 1260.00000 5040.00| GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-01626 1.000 EACH| 1420.00000 1420.00| 1400.00000 1400.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0038 601-01700 1.000 EACH| 1480.00000 1480.00| 1500.00000 1500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0039 601-06037 1.000 EACH| 680.00000 680.00| 650.00000 650.00| GUARDRAIL END TREATMENT, I | | | 0040 601-06854 3.000 EACH| 1700.00000 5100.00| 1660.00000 4980.00| GUARDRAIL, W-BEAM, NESTED | | | 0041 601-94689 6.000 EACH| 2525.00000 15150.00| 2180.00000 13080.00| GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 395.935 m | 32.00000 12669.92| 31.00000 12273.99| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 602-06729 6.000 EACH| 7.50000 45.00| 13.00000 78.00| BARRIER DELINEATOR | | | 0044 605-06145 40.000 m | 69.95000 2798.00| 110.00000 4400.00| CURB AND GUTTER, B, CONCRETE | | | 0045 610-05527 812.000 Mg | 83.00000 67396.00| 73.00000 59276.00| HMA FOR APPROACHES | | | 0046 610-06259 167.000 m2 | 69.95000 11681.65| 58.00000 9686.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0047 611-06497 13.000 EACH| 175.00000 2275.00| 170.00000 2210.00| MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 2.000 EACH| 225.00000 450.00| 225.00000 450.00| MAILBOX ASSEMBLY, DOUBLE | | | 0049 615-06490 211.000 EACH| 110.00000 23210.00| 110.00000 23210.00| RIGHT OF WAY MARKER | | | 0050 615-06505 32.000 EACH| 450.00000 14400.00| 440.00000 14080.00| MONUMENT, B | | | 0051 615-06510 1.000 EACH| 450.00000 450.00| 420.00000 420.00| MONUMENT, C | | | 0052 615-06527 5.000 EACH| 450.00000 2250.00| 450.00000 2250.00| MONUMENT, SECTION CORNER | | | 0053 616-02320 5630.000 m2 | 1.95000 10978.50| 4.60000 25898.00| GEOTEXTILES | | | 0054 616-05688 1169.000 Mg | 34.00000 39746.00| 35.00000 40915.00| RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,180,000.00 ROUTE : LADOGA ROAD CALL ORDER : 161 CONTRACT ID : R -25879-A COUNTIES : MONTGOMERY LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 616-05689 393.000 Mg | 35.00000 13755.00| 36.00000 14148.00| RIPRAP, CLASS 2 | | | 0056 616-06405 2292.000 Mg | 22.00000 50424.00| 21.00000 48132.00| RIPRAP, REVETMENT | | | 0057 621-01004 2.000 EACH| 795.00000 1590.00| 810.00000 1620.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-02770 2040.000 m2 | 1.85000 3774.00| 1.80000 3672.00| EROSION CONTROL BLANKET | | | 0059 621-06545 9.600 Mg | 595.00000 5712.00| 600.00000 5760.00| FERTILIZER | | | 0060 621-06553 1805.000 kg | 6.25000 11281.25| 6.20000 11191.00| SEED MIXTURE, R | | | 0061 621-06557 428.000 kg | 3.65000 1562.20| 3.60000 1540.80| SEED MIXTURE, T | | | 0062 621-06565 65.000 Mg | 455.00000 29575.00| 450.00000 29250.00| MULCHING MATERIAL | | | 0063 621-06567 217.000 kL | 0.60000 130.20| 0.56000 121.52| WATER | | | 0064 621-06574 12073.000 m2 | 3.25000 39237.25| 3.20000 38633.60| SODDING | | | 0065 622-52436 3.000 EACH| 28.00000 84.00| 26.00000 78.00| SIGN, DO NOT MOW OR SPRAY | | | 0066 622-91786 200.000 EACH| 10.50000 2100.00| 10.00000 2000.00| SEEDLING | | | 0067 701-51210 16.000 m | 335.00000 5360.00| 380.00000 6080.00| PILE ENCASEMENT, CONCRETE | | | 0068 701-98647 68.000 m | 185.00000 12580.00| 240.00000 16320.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0069 702-51005 18.200 m3 | 965.00000 17563.00| 400.00000 7280.00| CONCRETE, A, SUBSTRUCTURE | | | 0070 703-51030 8800.000 kg | 1.25000 11000.00| 1.60000 14080.00| REINFORCING STEEL | | | 0071 703-51032 8804.000 kg | 1.40000 12325.60| 1.70000 14966.80| REINFORCING STEEL, EPOXY COATED | | | 0072 704-51002 115.900 m3 | 965.00000 111843.50| 550.00000 63745.00| CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-05732 4.000 EACH| 1150.00000 4600.00| 1100.00000 4400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0074 706-51020 10.500 m3 | 625.00000 6562.50| 550.00000 5775.00| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,180,000.00 ROUTE : LADOGA ROAD CALL ORDER : 161 CONTRACT ID : R -25879-A COUNTIES : MONTGOMERY LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 709-51821 LUMP| 2800.00000 2800.00| 4100.00000 4100.00| SURFACE SEAL | | | 0076 714-06056 18.000 m | 1950.00000 35100.00| 3200.00000 57600.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0077 714-26712 17.000 m | 1465.00000 24905.00| 3000.00000 51000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | 0078 714-44240 38.400 m3 | 995.00000 38208.00| 700.00000 26880.00| CONCRETE, A, STRUCTURES | | | 0079 714-93641 27.000 m | 850.00000 22950.00| 2200.00000 59400.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0080 714-93978 15.500 m | 785.00000 12167.50| 1900.00000 29450.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0081 714-99346 27.500 m | 700.00000 19250.00| 2000.00000 55000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0082 714-99348 33.000 m | 910.00000 30030.00| 2200.00000 72600.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0083 715-03475 2.000 EACH| 350.00000 700.00| 280.00000 560.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0084 715-05048 12218.000 m | 7.25000 88580.50| 6.60000 80638.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0085 715-05049 60.000 m | 15.50000 930.00| 15.00000 900.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0086 715-05051 60.000 m | 24.05000 1443.00| 24.00000 1440.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0087 715-05052 1258.000 m | 25.00000 31450.00| 21.00000 26418.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0088 715-05053 560.000 m | 25.00000 14000.00| 23.00000 12880.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0089 715-05115 60.000 m | 34.00000 2040.00| 50.00000 3000.00| PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0090 715-05116 60.000 m | 38.00000 2280.00| 60.00000 3600.00| PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0091 715-05117 60.000 m | 44.00000 2640.00| 66.00000 3960.00| PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0092 715-05119 40.500 m | 85.00000 3442.50| 130.00000 5265.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,180,000.00 ROUTE : LADOGA ROAD CALL ORDER : 161 CONTRACT ID : R -25879-A COUNTIES : MONTGOMERY LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-05121 24.500 m | 100.00000 2450.00| 140.00000 3430.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0094 715-05122 24.000 m | 140.00000 3360.00| 150.00000 3600.00| PIPE, TYPE 1, CIRCULAR, 525 mm SMOOTH | | | OR 600 mm CORRUGATED | | | 0095 715-05125 15.000 m | 184.00000 2760.00| 230.00000 3450.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0096 715-05133 38.500 m | 435.00000 16747.50| 440.00000 16940.00| PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0097 715-05147 6.300 m | 95.00000 598.50| 185.00000 1165.50| PIPE, TYPE 2, CIRCULAR, 200 mm VCP | | | 0098 715-05169 311.000 m | 88.00000 27368.00| 130.00000 40430.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0099 715-05171 9.000 m | 100.00000 900.00| 150.00000 1350.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0100 715-05234 16.000 m | 225.00000 3600.00| 255.00000 4080.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.38 | | | m2 | | | 0101 715-05235 16.000 m | 230.00000 3680.00| 260.00000 4160.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0102 715-05249 24.500 m | 445.00000 10902.50| 700.00000 17150.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0103 715-05443 6.000 m | 50.00000 300.00| 47.00000 282.00| PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0104 715-05841 2.000 EACH| 895.00000 1790.00| 1250.00000 2500.00| CONCRETE ANCHOR, 1500 mm | | | 0105 715-06802 2.000 EACH| 875.00000 1750.00| 1350.00000 2700.00| CONCRETE ANCHOR, MIN. AREA 1.68 m2 | | | 0106 715-06822 2.000 EACH| 1175.00000 2350.00| 930.00000 1860.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.42 m2 | | | 0107 715-07071 2.000 EACH| 1450.00000 2900.00| 1200.00000 2400.00| SAFETY METAL END SECTION, 4:1, 750 mm | | | 0108 715-07072 2.000 EACH| 1150.00000 2300.00| 930.00000 1860.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.38 m2 | | | 0109 715-26780 1.000 EACH| 6185.00000 6185.00| 8300.00000 8300.00| GRATED BOX END SECTION, I, 4:1, 1200 mm | | | x 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,180,000.00 ROUTE : LADOGA ROAD CALL ORDER : 161 CONTRACT ID : R -25879-A COUNTIES : MONTGOMERY LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 715-26780 4.000 EACH| 6500.00000 26000.00| 7600.00000 30400.00| GRATED BOX END SECTION, I, 4:1, 1200 mm | | | x 900 mm | | | 0111 715-46005 60.000 EACH| 290.00000 17400.00| 210.00000 12600.00| PIPE END SECTION, 375 mm | | | 0112 715-46010 4.000 EACH| 360.00000 1440.00| 230.00000 920.00| PIPE END SECTION, 450 mm | | | 0113 715-46015 2.000 EACH| 475.00000 950.00| 260.00000 520.00| PIPE END SECTION, 525 mm or 600 mm | | | 0114 715-90836 1.000 EACH| 225.00000 225.00| 190.00000 190.00| PIPE END SECTION, 200 mm | | | 0115 715-97692 4.000 EACH| 4825.00000 19300.00| 7200.00000 28800.00| GRATED BOX END SECTION, I, 4:1, 900 mm | | | x 600 mm | | | 0116 718-06529 95.000 EACH| 545.00000 51775.00| 530.00000 50350.00| OUTLET PROTECTOR, 2 | | | 0117 718-06532 2000.000 m | 3.50000 7000.00| 3.40000 6800.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0118 718-52610 2272.000 m3 | 32.75000 74408.00| 31.00000 70432.00| AGGREGATE FOR UNDERDRAINS | | | 0119 718-99153 19453.000 m2 | 1.25000 24316.25| 1.25000 24316.25| GEOTEXTILES FOR UNDERDRAIN | | | 0120 720-45270 12.000 EACH| 850.00000 10200.00| 925.00000 11100.00| PIPE CATCH BASIN, 450 mm | | | 0121 801-04308 18.000 EACH| 575.00000 10350.00| 580.00000 10440.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0122 801-06605 6.000 EACH| 185.00000 1110.00| 180.00000 1080.00| BARRICADE, IIIA | | | 0123 801-06606 16.000 EACH| 195.00000 3120.00| 190.00000 3040.00| BARRICADE, IIIB | | | 0124 801-06625 20.000 EACH| 100.00000 2000.00| 97.00000 1940.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0125 801-06640 12.000 EACH| 175.00000 2100.00| 170.00000 2040.00| CONSTRUCTION SIGN, A | | | 0126 801-06775 LUMP| 22000.00000 22000.00| 100000.00000 100000.00| MAINTAINING TRAFFIC | | | 0127 802-05701 122.200 m | 33.00000 4032.60| 33.00000 4032.60| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0128 802-76025 11.900 m2 | 200.00000 2380.00| 200.00000 2380.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,180,000.00 ROUTE : LADOGA ROAD CALL ORDER : 161 CONTRACT ID : R -25879-A COUNTIES : MONTGOMERY LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 802-76035 8.680 m2 | 205.00000 1779.40| 210.00000 1822.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0130 804-76350 8.000 EACH| 21.00000 168.00| 21.00000 168.00| DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0131 808-06713 12725.000 m | 0.22000 2799.50| 0.22000 2799.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0132 808-75054 74.000 m | 3.95000 292.30| 3.70000 273.80| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0133 808-75240 1517.000 m | 1.00000 1517.00| 0.95000 1441.15| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0134 808-75245 2196.000 m | 1.00000 2196.00| 0.95000 2086.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0135 808-75297 39.000 m | 11.10000 432.90| 11.00000 429.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 3,711,399.04| $ 4,342,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,711,399.04| $ 4,342,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : HARCOURT ROAD CALL ORDER : 191 CONTRACT ID : R -26172-A COUNTIES : STEUBEN LETTING DATE : 06/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/28/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : J470003 J470002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 2,597,750.61 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 2,659,789.91 102.3881% 3 35-0997978 PHEND & BROWN, INC. $ 2,680,707.53 103.1934% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,070.15 ROUTE : I-65 CALL ORDER : 211 CONTRACT ID : R -26200-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/18/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0655094 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 487,132.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 519,506.66 106.6459% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHABILITATION OF CONCRETE PAVEMENT | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 11000.00000 11000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 24000.00000 24000.00| 25900.00000 25900.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 1210.000 LFT | 3.60000 4356.00| 7.08000 8566.80| GUARDRAIL, REMOVE | | | 0004 202-05441 9600.000 SYS | 5.60000 53760.00| 3.68000 35328.00| GRIND CONCRETE PAVEMENT | | | 0005 202-60820 5600.000 SYS | 3.50000 19600.00| 2.74000 15344.00| SURFACE MILLING, ASPHALT | | | 0006 202-93741 4.000 EACH| 150.00000 600.00| 119.75000 479.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 305-05204 20.000 TON | 140.00000 2800.00| 150.23000 3004.60| HMA FOR PATCHING | | | 0008 305-06989 1500.000 EACH| 62.00000 93000.00| 45.00000 67500.00| RETROFIT LOAD TRANSFER | | | 0009 401-05467 7200.000 LFT | 0.76000 5472.00| 0.49000 3528.00| MILLED HMA CORRUGATIONS | | | 0010 402-05490 462.000 TON | 56.00000 25872.00| 65.32000 30177.84| HMA SURFACE 9.5 mm, SHOULDER | | | 0011 501-06266 LUMP| 1700.00000 1700.00| 2006.36000 2006.36| PROFILOGRAPH, PCCP | | | 0012 503-05240 336.000 LFT | 12.00000 4032.00| 15.00000 5040.00| D-1 CONTRACTION JOINT | | | 0013 506-06333 804.000 SYS | 100.00000 80400.00| 99.00000 79596.00| PCCP PATCHING, FULL DEPTH | | | 0014 601-01522 4.000 EACH| 1200.00000 4800.00| 1453.32000 5813.28| GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-94689 2.000 EACH| 2200.00000 4400.00| 2449.41000 4898.82| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,070.15 ROUTE : I-65 CALL ORDER : 211 CONTRACT ID : R -26200-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-94690 2.000 EACH| 3200.00000 6400.00| 3401.96000 6803.92| GUARDRAIL END TREATMENT, MS | | | 0017 601-99105 1210.000 LFT | 9.30000 11253.00| 11.00000 13310.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 612-04315 21.000 TON | 750.00000 15750.00| 752.00000 15792.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0019 612-05081 1.000 EACH| 8000.00000 8000.00| 2100.00000 2100.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0020 612-60410 360.000 EACH| 8.00000 2880.00| 7.26000 2613.60| DRILLED HOLE FOR UNDERSEAL | | | 0021 715-05053 400.000 LFT | 12.00000 4800.00| 18.00000 7200.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0022 715-05203 7200.000 LFT | 2.60000 18720.00| 4.87000 35064.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0023 718-06526 320.000 TON | 90.00000 28800.00| 81.65000 26128.00| HMA FOR UNDERDRAINS | | | 0024 718-06529 16.000 EACH| 570.00000 9120.00| 950.75000 15212.00| OUTLET PROTECTOR, 2 | | | 0025 718-06532 3300.000 LFT | 1.00000 3300.00| 0.98000 3234.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0026 718-52610 160.000 CYS | 29.00000 4640.00| 36.38000 5820.80| AGGREGATE FOR UNDERDRAINS | | | 0027 801-01093 4.000 EACH| 310.00000 1240.00| 326.59000 1306.36| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0028 801-06207 360.000 LFT | 2.10000 756.00| 1.34000 482.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 20.000 EACH| 41.00000 820.00| 43.55000 871.00| CONSTRUCTION SIGN, A | | | 0030 801-06645 4.000 EACH| 26.00000 104.00| 27.22000 108.88| CONSTRUCTION SIGN, B | | | 0031 801-06710 30.000 DAY | 12.00000 360.00| 15.00000 450.00| FLASHING ARROW SIGN | | | 0032 801-06775 LUMP| 40000.00000 40000.00| 73001.00000 73001.00| MAINTAINING TRAFFIC | | | 0033 808-03002 900.000 LFT | 0.43000 387.00| 0.46000 414.00| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0034 808-03631 3600.000 LFT | 0.43000 1548.00| 0.46000 1656.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,070.15 ROUTE : I-65 CALL ORDER : 211 CONTRACT ID : R -26200-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-03632 3600.000 LFT | 0.43000 1548.00| 0.46000 1656.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0036 808-75996 90.000 EACH| 4.60000 414.00| 90.00000 8100.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 487,132.00| $ 519,506.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 487,132.00| $ 519,506.66| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : MILL ST. CALL ORDER : 221 CONTRACT ID : R -26210-A COUNTIES : WAYNE LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 157,855.00 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 162,165.58 102.7307% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 190,917.48 120.9448% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,618.39 ROUTE : CALL ORDER : 231 CONTRACT ID : R -26222-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/14/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949052 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 823,976.23 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 961,706.08 116.7152% 3 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 999,780.45 121.3360% 4 35-1698047 GRADEX, INC. $ 1,272,255.83 154.4044% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1618530 |(3) 35-2031359 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 EROSION CONTROL, ENHANCEMENT | | | 0001 105-06845 LUMP| 9000.00000 9000.00| 16000.00000 16000.00| 34689.00000 34689.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1200.00000 6000.00| 1400.00000 7000.00| 2065.94000 10329.70 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 40500.00000 40500.00| 48000.00000 48000.00| 73097.12000 73097.12 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 55000.00000 55000.00| 42000.00000 42000.00| 69378.00000 69378.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 2453.27000 2453.27 DEBRIS, REMOVE | | | 0006 202-02240 235.000 m2 | 14.00000 3290.00| 18.00000 4230.00| 11.96000 2810.60 PAVEMENT, REMOVE | | | 0008 202-02271 4.000 EACH| 230.00000 920.00| 400.00000 1600.00| 613.32000 2453.28 HEADWALL, REMOVE | | | 0009 202-02278 53.200 m | 20.00000 1064.00| 12.00000 638.40| 24.31000 1293.29 CURB, CONCRETE, REMOVE | | | 0010 202-52710 63.860 m2 | 14.00000 894.04| 8.00000 510.88| 20.75000 1325.10 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-90043 1.000 EACH| 900.00000 900.00| 400.00000 400.00| 1659.85000 1659.85 WINGWALL, REMOVE | | | 0012 202-91385 2.000 EACH| 150.00000 300.00| 300.00000 600.00| 641.82000 1283.64 INLET, REMOVE | | | 0013 202-91840 517.450 m | 7.50000 3880.88| 10.00000 5174.50| 10.07000 5210.72 FENCE, CHAIN LINK, REMOVE | | | 0014 202-93047 3.000 EACH| 300.00000 900.00| 350.00000 1050.00| 427.88000 1283.64 MANHOLE, REMOVE | | | 0015 202-96133 52.400 m | 72.00000 3772.80| 25.00000 1310.00| 347.19000 18192.76 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,618.39 ROUTE : CALL ORDER : 231 CONTRACT ID : R -26222-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1618530 |(3) 35-2031359 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-02000 9.060 m3 | 100.00000 906.00| 50.00000 453.00| 74.14000 671.71 EXCAVATION, COMMON | | | 0017 203-02055 2380.100 m3 | 0.01000 23.80| 2.00000 4760.20| 20.05000 47721.01 EMBANKMENT | | | 0018 203-51223 2577.200 m3 | 19.50000 50255.40| 22.00000 56698.40| 19.67000 50693.52 EXCAVATION, WATERWAY | | | 0019 205-01597 3526.400 m2 | 16.50000 58185.60| 14.00000 49369.60| 17.37000 61253.57 EROSION CONTROL, MAT | | | 0020 205-01597 275.000 m2 | 20.50000 5637.50| 9.00000 2475.00| 21.53000 5920.75 EROSION CONTROL, MAT , HIGH PERFORMANCE | | | 0021 205-02224 1300.000 m | 5.80000 7540.00| 5.00000 6500.00| 5.39000 7007.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0022 205-03371 126.000 m3 | 15.00000 1890.00| 30.00000 3780.00| 14.20000 1789.20 SEDIMENT REMOVE | | | 0023 205-06935 2.000 EACH| 1750.00000 3500.00| 1400.00000 2800.00| 914.83000 1829.66 TEMPORARY SEDIMENT BASIN | | | 0024 205-06937 40.000 m | 110.00000 4400.00| 175.00000 7000.00| 192.47000 7698.80 TEMPORARY SILT FENCE , TURBIDITY CURTAIN| | | 0025 211-02060 1046.500 m3 | 10.00000 10465.00| 25.00000 26162.50| 19.18000 20071.87 B BORROW FOR STRUCTURE BACKFILL | | | 0026 303-06959 73.810 Mg | 29.00000 2140.49| 32.00000 2361.92| 39.60000 2922.88 AGGREGATE , NO. 8 | | | 0027 303-52308 330.000 Mg | 0.01000 3.30| 22.00000 7260.00| 42.99000 14186.70 COMPACTED AGGREGATE, O, 53 | | | 0028 305-06082 97.200 Mg | 185.00000 17982.00| 65.00000 6318.00| 71.62000 6961.46 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0029 603-02736 7.400 m | 195.00000 1443.00| 90.00000 666.00| 179.04000 1324.90 FENCE, WOOD, REMOVE AND RESET | | | 0030 603-06045 517.450 m | 29.00000 15006.05| 30.00000 15523.50| 34.69000 17950.34 FENCE, CHAIN LINK, 1220 mm | | | 0031 604-05536 3346.260 m2 | 70.00000 234238.20| 110.00000 368088.60| 85.71000 286807.94 BLOCK , CONCRETE, ARTICULATING | | | 0032 604-06070 63.860 m2 | 39.00000 2490.54| 45.00000 2873.70| 78.30000 5000.24 SIDEWALK, CONCRETE | | | 0033 605-06120 53.200 m | 43.00000 2287.60| 60.00000 3192.00| 113.21000 6022.77 CURB, CONCRETE | | | 0034 610-05527 30.550 Mg | 230.00000 7026.50| 112.00000 3421.60| 124.21000 3794.62 HMA FOR APPROACHES | | | 0035 616-02320 48.000 m2 | 5.00000 240.00| 5.00000 240.00| 20.54000 985.92 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,618.39 ROUTE : CALL ORDER : 231 CONTRACT ID : R -26222-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1618530 |(3) 35-2031359 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 616-05688 36.710 Mg | 35.00000 1284.85| 80.00000 2936.80| 78.10000 2867.05 RIPRAP, CLASS 1 | | | 0037 621-01004 3.000 EACH| 225.00000 675.00| 210.00000 630.00| 223.80000 671.40 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 5757.710 m2 | 2.10000 12091.19| 1.50000 8636.57| 1.57000 9039.60 EROSION CONTROL BLANKET | | | 0039 621-52391 17.640 kg | 42.00000 740.88| 41.00000 723.24| 44.85000 791.15 SEED MIXTURE, GRASS , 3 | | | 0040 621-52391 4.000 kg | 142.00000 568.00| 140.00000 560.00| 155.01000 620.04 SEED MIXTURE, GRASS , 4 | | | 0041 622-05650 40.000 EACH| 450.00000 18000.00| 440.00000 17600.00| 487.88000 19515.20 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0042 702-90915 62.880 m3 | 410.00000 25780.80| 475.00000 29868.00| 613.04000 38547.96 CONCRETE, A | | | 0043 703-51030 4591.700 kg | 1.65000 7576.31| 1.45000 6657.97| 2.49000 11433.33 REINFORCING STEEL | | | 0044 706-91664 6.100 m | 365.00000 2226.50| 395.00000 2409.50| 165.10000 1007.11 PIPE RAILING | | | 0045 714-26708 79.000 m | 2260.00000 178540.00| 1930.00000 152470.00| 1405.71000 111051.09 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0046 715-01765 2.000 EACH| 425.00000 850.00| 750.00000 1500.00| 803.02000 1606.04 PIPE END SECTION, PRECAST CONCRETE, 300 | | | mm | | | 0047 715-05149 6.500 m | 210.00000 1365.00| 140.00000 910.00| 176.80000 1149.20 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0048 715-05151 1.300 m | 500.00000 650.00| 454.00000 590.20| 701.87000 912.43 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 720-44000 1.000 EACH| 250.00000 250.00| 400.00000 400.00| 1210.69000 1210.69 CASTING, ADJUST TO GRADE | | | 0050 720-45045 2.000 EACH| 980.00000 1960.00| 1600.00000 3200.00| 1282.18000 2564.36 INLET, J10 | | | 0051 720-45410 1.000 EACH| 1300.00000 1300.00| 1700.00000 1700.00| 2533.75000 2533.75 MANHOLE, C4 | | | 0052 801-04308 4.000 EACH| 115.00000 460.00| 105.00000 420.00| 111.90000 447.60 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06606 8.000 EACH| 90.00000 720.00| 85.00000 680.00| 89.52000 716.16 BARRICADE, IIIB | | | 0054 801-06625 16.000 EACH| 95.00000 1520.00| 135.00000 2160.00| 95.12000 1521.92 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,618.39 ROUTE : CALL ORDER : 231 CONTRACT ID : R -26222-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1618530 |(3) 35-2031359 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06640 13.000 EACH| 145.00000 1885.00| 135.00000 1755.00| 145.47000 1891.11 CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP| 5000.00000 5000.00| 22000.00000 22000.00| 13125.04000 13125.04 MAINTAINING TRAFFIC | | | 0057 622-05639 9.000 EACH| 50.00000 450.00| 49.00000 441.00| 53.71000 483.39 PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | SECTION TOTALS | $ 823,976.23| $ 961,706.08| $ 999,780.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 823,976.23| $ 961,706.08| $ 999,780.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,618.39 ROUTE : CALL ORDER : 231 CONTRACT ID : R -26222-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 EROSION CONTROL, ENHANCEMENT | | | 0001 105-06845 LUMP| 20500.00000 20500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 5000.00000 25000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 63500.00000 63500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 177000.00000 177000.00| | CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 35500.00000 35500.00| | DEBRIS, REMOVE | | | 0006 202-02240 235.000 m2 | 16.00000 3760.00| | PAVEMENT, REMOVE | | | 0008 202-02271 4.000 EACH| 1500.00000 6000.00| | HEADWALL, REMOVE | | | 0009 202-02278 53.200 m | 40.00000 2128.00| | CURB, CONCRETE, REMOVE | | | 0010 202-52710 63.860 m2 | 40.00000 2554.40| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-90043 1.000 EACH| 3000.00000 3000.00| | WINGWALL, REMOVE | | | 0012 202-91385 2.000 EACH| 650.00000 1300.00| | INLET, REMOVE | | | 0013 202-91840 517.450 m | 15.40000 7968.73| | FENCE, CHAIN LINK, REMOVE | | | 0014 202-93047 3.000 EACH| 1000.00000 3000.00| | MANHOLE, REMOVE | | | 0015 202-96133 52.400 m | 75.00000 3930.00| | PIPE, REMOVE | | | 0016 203-02000 9.060 m3 | 300.00000 2718.00| | EXCAVATION, COMMON | | | 0017 203-02055 2380.100 m3 | 25.00000 59502.50| | EMBANKMENT | | | 0018 203-51223 2577.200 m3 | 25.00000 64430.00| | EXCAVATION, WATERWAY | | | 0019 205-01597 3526.400 m2 | 17.00000 59948.80| | EROSION CONTROL, MAT | | | 0020 205-01597 275.000 m2 | 21.00000 5775.00| | EROSION CONTROL, MAT , HIGH PERFORMANCE | | | 0021 205-02224 1300.000 m | 5.30000 6890.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,618.39 ROUTE : CALL ORDER : 231 CONTRACT ID : R -26222-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 205-03371 126.000 m3 | 17.00000 2142.00| | SEDIMENT REMOVE | | | 0023 205-06935 2.000 EACH| 1300.00000 2600.00| | TEMPORARY SEDIMENT BASIN | | | 0024 205-06937 40.000 m | 190.00000 7600.00| | TEMPORARY SILT FENCE , TURBIDITY CURTAIN| | | 0025 211-02060 1046.500 m3 | 28.00000 29302.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0026 303-06959 73.810 Mg | 20.00000 1476.20| | AGGREGATE , NO. 8 | | | 0027 303-52308 330.000 Mg | 25.00000 8250.00| | COMPACTED AGGREGATE, O, 53 | | | 0028 305-06082 97.200 Mg | 72.00000 6998.40| | HMA PATCHING FOR ASPHALT PAVEMENT | | | 0029 603-02736 7.400 m | 30.00000 222.00| | FENCE, WOOD, REMOVE AND RESET | | | 0030 603-06045 517.450 m | 37.00000 19145.65| | FENCE, CHAIN LINK, 1220 mm | | | 0031 604-05536 3346.260 m2 | 95.00000 317894.70| | BLOCK , CONCRETE, ARTICULATING | | | 0032 604-06070 63.860 m2 | 55.00000 3512.30| | SIDEWALK, CONCRETE | | | 0033 605-06120 53.200 m | 110.00000 5852.00| | CURB, CONCRETE | | | 0034 610-05527 30.550 Mg | 122.00000 3727.10| | HMA FOR APPROACHES | | | 0035 616-02320 48.000 m2 | 5.00000 240.00| | GEOTEXTILES | | | 0036 616-05688 36.710 Mg | 65.00000 2386.15| | RIPRAP, CLASS 1 | | | 0037 621-01004 3.000 EACH| 220.00000 660.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 5757.710 m2 | 1.54000 8866.87| | EROSION CONTROL BLANKET | | | 0039 621-52391 17.640 kg | 44.00000 776.16| | SEED MIXTURE, GRASS , 3 | | | 0040 621-52391 4.000 kg | 152.00000 608.00| | SEED MIXTURE, GRASS , 4 | | | 0041 622-05650 40.000 EACH| 480.00000 19200.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,618.39 ROUTE : CALL ORDER : 231 CONTRACT ID : R -26222-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 702-90915 62.880 m3 | 725.00000 45588.00| | CONCRETE, A | | | 0043 703-51030 4591.700 kg | 1.10000 5050.87| | REINFORCING STEEL | | | 0044 706-91664 6.100 m | 400.00000 2440.00| | PIPE RAILING | | | 0045 714-26708 79.000 m | 1510.00000 119290.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0046 715-01765 2.000 EACH| 600.00000 1200.00| | PIPE END SECTION, PRECAST CONCRETE, 300 | | | mm | | | 0047 715-05149 6.500 m | 300.00000 1950.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0048 715-05151 1.300 m | 600.00000 780.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 720-44000 1.000 EACH| 1000.00000 1000.00| | CASTING, ADJUST TO GRADE | | | 0050 720-45045 2.000 EACH| 1600.00000 3200.00| | INLET, J10 | | | 0051 720-45410 1.000 EACH| 2000.00000 2000.00| | MANHOLE, C4 | | | 0052 801-04308 4.000 EACH| 125.00000 500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06606 8.000 EACH| 90.00000 720.00| | BARRICADE, IIIB | | | 0054 801-06625 16.000 EACH| 60.00000 960.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 13.000 EACH| 95.00000 1235.00| | CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP| 90000.00000 90000.00| | MAINTAINING TRAFFIC | | | 0057 622-05639 9.000 EACH| 53.00000 477.00| | PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | SECTION TOTALS | $ 1,272,255.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,272,255.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,099.60 ROUTE : CALL ORDER : 241 CONTRACT ID : R -26228-A COUNTIES : DEKALB LETTING DATE : 06/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/26/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9917030 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 452,530.67 100.0000% 2 31-0934755 OLENTANGY RESTORATION $ 548,027.00 121.1027% ==================================================================================================================================== |(1) 35-1582109 |(2) 31-0934755 | |KANKAKEE VALLEY CONSTRUCTION|OLENTANGY RESTORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RESTORATION OF AUBURN CORD DUESENBERG MUSEUM | | | 0001 105-06845 LUMP| 7019.23000 7019.23| 9000.00000 9000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2585.63000 10342.52| 600.00000 2400.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 22611.05000 22611.05| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 1956.000 SYS | 4.00000 7824.00| 9.00000 17604.00| PAVEMENT, REMOVE | | | 0005 202-02278 102.000 LFT | 6.00000 612.00| 6.00000 612.00| CURB, CONCRETE, REMOVE | | | 0006 202-52710 136.000 SYS | 8.00000 1088.00| 9.00000 1224.00| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 45.000 SYS | 16.00000 720.00| 15.00000 675.00| SURFACE MILLING, ASPHALT | | | 0008 210-05758 LUMP| 297109.97000 297109.97| 392930.50000 392930.50| BUILDING TUCKPOINTING AND RESTORATION | | | 0009 303-04075 71.000 TON | 16.00000 1136.00| 20.00000 1420.00| COMPACTED AGGREGATE, O, 73 | | | 0010 303-52308 525.000 TON | 16.00000 8400.00| 25.00000 13125.00| COMPACTED AGGREGATE, O, 53 | | | 0011 402-05468 145.000 TON | 38.00000 5510.00| 42.00000 6090.00| HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05477 320.000 TON | 45.00000 14400.00| 53.00000 16960.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0013 405-05518 4615.000 SYS | 0.10000 461.50| 0.60000 2769.00| ASPHALT FOR PRIME COAT | | | 0014 406-05521 4615.000 SYS | 0.10000 461.50| 0.20000 923.00| ASPHALT FOR TACK COAT | | | 0015 604-06070 208.000 SYS | 30.00000 6240.00| 40.00000 8320.00| SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,099.60 ROUTE : CALL ORDER : 241 CONTRACT ID : R -26228-A COUNTIES : DEKALB LETTING DATE : 06/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 31-0934755 | |KANKAKEE VALLEY CONSTRUCTION|OLENTANGY RESTORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 605-06120 370.000 LFT | 20.00000 7400.00| 22.00000 8140.00| CURB, CONCRETE | | | 0017 615-06496 49.000 EACH| 50.00000 2450.00| 55.00000 2695.00| PARKING BARRIER | | | 0018 621-01004 1.000 EACH| 700.00000 700.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06545 0.120 TON | 1510.00000 181.20| 2000.00000 240.00| FERTILIZER | | | 0020 621-06553 53.000 LBS | 7.95000 421.35| 9.00000 477.00| SEED MIXTURE, R | | | 0021 621-06565 0.620 TON | 1152.00000 714.24| 1500.00000 930.00| MULCHING MATERIAL | | | 0022 621-06567 6.000 MG | 2.00000 12.00| 3.00000 18.00| WATER | | | 0023 621-06570 167.000 CYS | 40.71000 6798.57| 55.00000 9185.00| TOP SOIL | | | 0024 621-98038 125.000 CYS | 73.00000 9125.00| 80.00000 10000.00| MULCH, HARDWOOD SHREDDED BARK | | | 0025 622-05612 18.000 EACH| 239.00000 4302.00| 260.00000 4680.00| PLANT, BROADLEAF EVERGREEN, CONE, BROAD | | | UPRIGHT, OVER 48 IN. | | | 0026 622-05626 4.000 EACH| 686.00000 2744.00| 800.00000 3200.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0027 622-05638 31.000 EACH| 44.00000 1364.00| 50.00000 1550.00| PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0028 622-05641 27.000 EACH| 121.00000 3267.00| 140.00000 3780.00| PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0029 622-05651 7.000 EACH| 815.00000 5705.00| 900.00000 6300.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0030 622-05654 28.000 EACH| 44.00000 1232.00| 50.00000 1400.00| PLANT, PERENNIAL | | | 0031 720-44000 5.000 EACH| 300.00000 1500.00| 350.00000 1750.00| CASTING, ADJUST TO GRADE | | | 0032 720-96995 3.000 EACH| 100.00000 300.00| 1000.00000 3000.00| CLEAN INLET | | | 0033 801-06640 10.000 EACH| 62.00000 620.00| 75.00000 750.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 241 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,099.60 ROUTE : CALL ORDER : 241 CONTRACT ID : R -26228-A COUNTIES : DEKALB LETTING DATE : 06/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 31-0934755 | |KANKAKEE VALLEY CONSTRUCTION|OLENTANGY RESTORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06775 LUMP| 18171.25000 18171.25| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0035 808-06703 2417.000 LFT | 0.42000 1015.14| 0.50000 1208.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0036 808-75300 785.000 LFT | 0.49000 384.65| 0.60000 471.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0037 808-97222 5.000 EACH| 37.50000 187.50| 40.00000 200.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 452,530.67| $ 548,027.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 452,530.67| $ 548,027.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 000S194 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2066660 DIVANE BROTHERS ELECTRIC $ 8,427,000.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 8,798,665.79 104.4104% 3 74-2851603 QUANTA SERVICES, INC. $ 9,200,000.00 109.1728% 4 35-0392360 HOOSIER COMPANY, INC. $ 9,920,571.05 117.7236% 5 61-0902822 BLUEGRASS ELECTRICAL CONSULTANTS $ 11,799,995.20 140.0260% ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INDIANAPOLIS ADVANCED TRAFFIC MANAGEMENT SYSTEM | | | 0001 105-06845 LUMP| 150000.00000 150000.00| 125144.95000 125144.95| 38400.00000 38400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 2000.00000 36000.00| 1700.00000 30600.00| 2150.00000 38700.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 400000.00000 400000.00| 97886.26000 97886.26| 450000.00000 450000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-06587 1.050 ha | 15820.00000 16611.00| 4200.00000 4410.00| 4400.00000 4620.00 CLEARING AND GRUBBING | | | 0005 202-02255 7.000 EACH| 1000.00000 7000.00| 525.00000 3675.00| 550.00000 3850.00 TREE, 460 mm, REMOVE | | | 0006 202-94954 6.000 m | 790.00000 4740.00| 399.00000 2394.00| 420.00000 2520.00 BARRIER WALL, CONCRETE, REMOVE | | | 0007 203-02000 535.500 m3 | 145.00000 77647.50| 47.25000 25302.38| 50.00000 26775.00 EXCAVATION, COMMON | | | 0008 203-02070 4777.000 m3 | 30.00000 143310.00| 21.00000 100317.00| 22.00000 105094.00 BORROW | | | 0009 203-02080 0.200 km | 21100.00000 4220.00| 4200.00000 840.00| 4400.00000 880.00 LINEAR GRADING | | | 0010 205-06937 2215.100 m | 6.00000 13290.60| 6.91000 15306.34| 6.00000 13290.60 TEMPORARY SILT FENCE | | | 0011 210-03825 11.000 EACH| 55000.00000 605000.00| 40590.00000 446490.00| 59800.00000 657800.00 SHELTER , COMMUNICATION | | | 0012 210-06901 11.000 EACH| 30000.00000 330000.00| 24690.83000 271599.13| 24700.00000 271700.00 GENERATOR | | | 0013 210-06901 1.000 EACH| 40000.00000 40000.00| 30960.83000 30960.83| 34300.00000 34300.00 GENERATOR , CDP-N1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-07221 12.000 EACH| 1120.00000 13440.00| 3400.66000 40807.92| 3175.00000 38100.00 SURGE SUPPRESSINO DEVICE , 120/240V, | | | TYPE 1 | | | 0015 210-07221 12.000 EACH| 1190.00000 14280.00| 1877.16000 22525.92| 1750.00000 21000.00 SURGE SUPPRESSINO DEVICE , 120/240V, | | | TYPE 2 | | | 0016 210-07221 72.000 EACH| 120.00000 8640.00| 286.00000 20592.00| 750.00000 54000.00 SURGE SUPPRESSINO DEVICE , 120/240V, | | | TYPE 3 | | | 0017 210-07222 12.000 EACH| 1055.00000 12660.00| 1620.80000 19449.60| 1400.00000 16800.00 CCTV KEYBOARD CONTROLLER | | | 0018 210-07223 5.000 EACH| 2055.00000 10275.00| 2145.00000 10725.00| 2580.00000 12900.00 CCTV CONTROL CABLE SPOOL | | | 0019 210-07224 12.000 EACH| 3320.00000 39840.00| 4006.10000 48073.20| 4820.00000 57840.00 VIDEO DECODER | | | 0020 210-07224 27.000 EACH| 3320.00000 89640.00| 4006.10000 108164.70| 3900.00000 105300.00 VIDEO ENCODER | | | 0021 210-07224 1.000 EACH| 25000.00000 25000.00| 21070.75000 21070.75| 14500.00000 14500.00 VIDEO MANAGEMENT SERVER | | | 0022 210-07224 12.000 EACH| 570.00000 6840.00| 817.25000 9807.00| 730.00000 8760.00 VIDEO MONITOR | | | 0023 210-07224 72.000 EACH| 9.00000 648.00| 4.53000 326.16| 37.00000 2664.00 VIDEO PATCH CABLES, 1 METER | | | 0024 210-07224 48.000 EACH| 10.00000 480.00| 6.80000 326.40| 40.00000 1920.00 VIDEO PATCH CABLES, 1.5 METER | | | 0025 210-07224 36.000 EACH| 11.00000 396.00| 9.08000 326.88| 52.00000 1872.00 VIDEO PATCH CABLES, 3 METER | | | 0026 210-07224 24.000 EACH| 13.00000 312.00| 13.60000 326.40| 59.00000 1416.00 VIDEO PATCH CABLES, 6 METER | | | 0027 210-07225 1.000 EACH| 787493.88000 787493.88| 1183908.05000 1183908.05| 1600000.00000 1600000.00 MICROWAVE SYSTEM | | | 0028 210-07227 12.000 EACH| 15000.00000 180000.00| 10600.90000 127210.80| 10500.00000 126000.00 POWER SUPPLY DEVICE UNINTERRUPTIBLE | | | 0029 210-07228 12.000 EACH| 55000.00000 660000.00| 50157.75000 601893.00| 102000.00000 1224000.00 NETWORK ACCESS SWITCH | | | 0030 210-07228 5.000 EACH| 5000.00000 25000.00| 7744.66000 38723.30| 7300.00000 36500.00 NETWORK DEVICE MULTICAST | | | 0031 210-07229 12.000 EACH| 25000.00000 300000.00| 20517.20000 246206.40| 11400.00000 136800.00 CDP FIELD SERVER | | | 0032 210-07230 4.000 EACH| 870.00000 3480.00| 1431.25000 5725.00| 920.00000 3680.00 TERMINAL SERVER 4-PORT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 210-07230 12.000 EACH| 1080.00000 12960.00| 1860.25000 22323.00| 1050.00000 12600.00 TERMINAL SERVER 8-PORT | | | 0034 210-07232 12.000 EACH| 12000.00000 144000.00| 8615.10000 103381.20| 7500.00000 90000.00 DS1 MUX | | | 0035 210-07233 9.000 EACH| 500.00000 4500.00| 882.10000 7938.90| 490.00000 4410.00 TEMPERATURE /HUMIDITY PROBE | | | 0036 210-07234 9.000 EACH| 285.00000 2565.00| 958.00000 8622.00| 430.00000 3870.00 SENSOR / I/O SERIAL OUTPUT | | | 0037 210-07235 12.000 EACH| 5000.00000 60000.00| 3679.27000 44151.24| 1400.00000 16800.00 ALARM PANEL | | | 0038 210-07237 2.000 EACH| 5825.00000 11650.00| 6454.80000 12909.60| 10900.00000 21800.00 SPARE , 10/100 BASE-T INTERFACE CARD | | | 0039 210-07237 2.000 EACH| 132.00000 264.00| 240.45000 480.90| 160.00000 320.00 SPARE , 2.4 GHZ 13.5 DBI ENCLOSED YAGI | | | ANTENNA | | | 0040 210-07237 2.000 EACH| 170.00000 340.00| 322.35000 644.70| 185.00000 370.00 SPARE , 2.4 GHZ 17 DBI PANEL ANTENNA | | | 0041 210-07237 2.000 EACH| 405.00000 810.00| 834.75000 1669.50| 770.00000 1540.00 SPARE , 2.4 GHZ ADJUSTABLE SECTOR | | | ANTENNA | | | 0042 210-07237 2.000 EACH| 26.00000 52.00| 77.70000 155.40| 19.00000 38.00 SPARE , 2.4 GHZ MOBILE ANTENNA | | | 0043 210-07237 4.000 EACH| 1045.00000 4180.00| 595.13000 2380.52| 400.00000 1600.00 SPARE , 450 MHZ ANTENNA | | | 0044 210-07237 1.000 EACH| 127.00000 127.00| 136.50000 136.50| 130.00000 130.00 SPARE , 900 MHZ POWER DIVIDER | | | 0045 210-07237 2.000 EACH| 145.00000 290.00| 141.75000 283.50| 90.00000 180.00 SPARE , 900 MHZ WIDE ANGLE ANTENNA | | | 0046 210-07237 1.000 EACH| 2060.00000 2060.00| 2538.80000 2538.80| 1010.00000 1010.00 SPARE , ALARM PANEL | | | 0047 210-07237 200.000 EACH| 3.00000 600.00| 5.50000 1100.00| 1.40000 280.00 SPARE , BNC CONNECTORS | | | 0048 210-07237 1.000 EACH| 264.00000 264.00| 514.50000 514.50| 330.00000 330.00 SPARE , BULK COAX CABLE, 150 m SPOOL | | | 0049 210-07237 1.000 EACH| 145.00000 145.00| 143.00000 143.00| 110.00000 110.00 SPARE , BULK INDOOR ETHERNET CABLE, | | | SPOOL | | | 0050 210-07237 1.000 EACH| 580.00000 580.00| 478.80000 478.80| 275.00000 275.00 SPARE , BULK OUTDOOR ETHERNET CABLE, | | | SPOOL | | | 0051 210-07237 3.000 EACH| 1185.00000 3555.00| 1237.50000 3712.50| 1440.00000 4320.00 SPARE , CAMERA INTERFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 210-07237 1.000 EACH| 560.00000 560.00| 123.07000 123.07| 650.00000 650.00 SPARE , CARD RACK | | | 0053 210-07237 1.000 EACH| 1430.00000 1430.00| 160.74000 160.74| 450.00000 450.00 SPARE , CARRIERS | | | 0054 210-07237 3.000 EACH| 3045.00000 9135.00| 3173.50000 9520.50| 3600.00000 10800.00 SPARE , CCTV ASSEMBLY | | | 0055 210-07237 1.000 EACH| 1055.00000 1055.00| 1100.00000 1100.00| 1250.00000 1250.00 SPARE , CCTV KEYBOARD CONTROLLER | | | 0056 210-07237 4.000 EACH| 110.00000 440.00| 165.00000 660.00| 300.00000 1200.00 SPARE , CRIMP TOOL | | | 0057 210-07237 2.000 EACH| 8.00000 16.00| 13.60000 27.20| 7.00000 14.00 SPARE , CROSSOVER PATCH CABL;ES, 7.6 | | | METER | | | 0058 210-07237 2.000 EACH| 3.00000 6.00| 4.53000 9.06| 3.30000 6.60 SPARE , CROSSOVER PATCH CABLES, 1 METER | | | 0059 210-07237 2.000 EACH| 3.00000 6.00| 6.80000 13.60| 7.50000 15.00 SPARE , CROSSOVER PATCH CABLES, 1.5 | | | METER | | | 0060 210-07237 2.000 EACH| 5.00000 10.00| 9.08000 18.16| 4.50000 9.00 SPARE , CROSSOVER PATCH CABLES, 3 METER | | | 0061 210-07237 1.000 EACH| 1815.00000 1815.00| 1288.10000 1288.10| 3100.00000 3100.00 SPARE , DEHYDRATOR | | | 0062 210-07237 4.000 EACH| 1175.00000 4700.00| 1193.70000 4774.80| 1400.00000 5600.00 SPARE , DETECTOR CARD | | | 0063 210-07237 1.000 EACH| 375.00000 375.00| 382.89000 382.89| 450.00000 450.00 SPARE , DETECTOR POWER SUPPLY | | | 0064 210-07237 6.000 EACH| 235.00000 1410.00| 240.24000 1441.44| 290.00000 1740.00 SPARE , DETECTOR PROBE | | | 0065 210-07237 4.000 EACH| 48.00000 192.00| 9.08000 36.32| 25.00000 100.00 SPARE , DSI JUMPER | | | 0066 210-07237 3.000 EACH| 1500.00000 4500.00| 1697.30000 5091.90| 1400.00000 4200.00 SPARE , ETHERNET SWITCH | | | 0067 210-07237 200.000 EACH| 0.50000 100.00| 1.10000 220.00| 0.35000 70.00 SPARE , F CONNECTORS | | | 0068 210-07237 1.000 EACH| 1030.00000 1030.00| 1019.70000 1019.70| 1220.00000 1220.00 SPARE , FIBER OPTIC CONVERTER | | | 0069 210-07237 6.000 EACH| 69.00000 414.00| 80.30000 481.80| 58.00000 348.00 SPARE , FIBER OPTIC JUMPER | | | 0070 210-07237 2.000 EACH| 211.00000 422.00| 220.00000 440.00| 140.00000 280.00 SPARE , GENERATOR FILTER KIT | | | 0071 210-07237 2.000 EACH| 3240.00000 6480.00| 6791.40000 13582.80| 430.00000 860.00 SPARE , GIGABIT ETHERNET CARD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 210-07237 3.000 EACH| 180.00000 540.00| 184.80000 554.40| 250.00000 750.00 SPARE , GPS ANTENNA | | | 0073 210-07237 2.000 EACH| 415.00000 830.00| 418.28000 836.56| 550.00000 1100.00 SPARE , HOME-RUN CABLE | | | 0074 210-07237 5.000 EACH| 150.00000 750.00| 262.90000 1314.50| 185.00000 925.00 SPARE , I/O SENSOR/SERIAL OUTPUT | | | 0075 210-07237 5.000 EACH| 30.00000 150.00| 9.45000 47.25| 1.40000 7.00 SPARE , IRV COAXIAL CONNECTORS | | | 0076 210-07237 2.000 EACH| 550.00000 1100.00| 346.50000 693.00| 290.00000 580.00 SPARE , IRV COAXIAL CRIMPERS | | | 0077 210-07237 3.000 EACH| 3165.00000 9495.00| 3433.10000 10299.30| 3550.00000 10650.00 SPARE , IRV MDC | | | 0078 210-07237 3.000 EACH| 1050.00000 3150.00| 2105.40000 6316.20| 1340.00000 4020.00 SPARE , IRV RADIO | | | 0079 210-07237 2.000 EACH| 205.00000 410.00| 248.60000 497.20| 360.00000 720.00 SPARE , MANIFOLD | | | 0080 210-07237 1.000 EACH| 30000.00000 30000.00| 23135.20000 23135.20| 30000.00000 30000.00 SPARE , MCS KIT | | | 0081 210-07237 2.000 EACH| 20000.00000 40000.00| 23069.99000 46139.98| 24000.00000 48000.00 SPARE , MDCS KIT | | | 0082 210-07237 2.000 EACH| 3180.00000 6360.00| 3316.50000 6633.00| 3800.00000 7600.00 SPARE , MOBILE RADIO | | | 0083 210-07237 1.000 EACH| 3855.00000 3855.00| 5091.90000 5091.90| 6600.00000 6600.00 SPARE , MULTICAST NETWORK DEVICE | | | 0084 210-07237 2.000 EACH| 4650.00000 9300.00| 24469.50000 48939.00| 5100.00000 10200.00 SPARE , OC3 SONET INTERFACE CARD | | | 0085 210-07237 100.000 EACH| 20.00000 2000.00| 27.50000 2750.00| 36.00000 3600.00 SPARE , PADLOCK | | | 0086 210-07237 10.000 EACH| 3.00000 30.00| 4.53000 45.30| 5.50000 55.00 SPARE , PATCH CABLES, 1 METER | | | 0087 210-07237 10.000 EACH| 3.00000 30.00| 6.80000 68.00| 6.00000 60.00 SPARE , PATCH CABLES, 1.5 METER | | | 0088 210-07237 10.000 EACH| 4.00000 40.00| 9.08000 90.80| 7.25000 72.50 SPARE , PATCH CABLES, 3 METER | | | 0089 210-07237 10.000 EACH| 8.00000 80.00| 13.60000 136.00| 10.50000 105.00 SPARE , PATCH CABLES, 7.6 METER | | | 0090 210-07237 2.000 EACH| 475.00000 950.00| 5071.00000 10142.00| 4200.00000 8400.00 SPARE , POWER SUPPLY | | | 0091 210-07237 100.000 EACH| 3.00000 300.00| 1.10000 110.00| 1.10000 110.00 SPARE , RCA CONNECTORS | | | 0092 210-07237 200.000 EACH| 0.50000 100.00| 1.10000 220.00| 0.25000 50.00 SPARE , RJ-45 CONNECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 210-07237 4.000 EACH| 110.00000 440.00| 110.00000 440.00| 350.00000 1400.00 SPARE , RJ-45 CRIMPERS | | | 0094 210-07237 1.000 EACH| 230.00000 230.00| 235.95000 235.95| 270.00000 270.00 SPARE , SPLICE KIT | | | 0095 210-07237 1.000 EACH| 7850.00000 7850.00| 10279.50000 10279.50| 10400.00000 10400.00 SPARE , SPUR HIGH-SPEED BASE STATION | | | 0096 210-07237 1.000 EACH| 1480.00000 1480.00| 1576.30000 1576.30| 2750.00000 2750.00 SPARE , SPUR HIGH-SPEED REMOTE UNIT | | | 0097 210-07237 1.000 EACH| 1900.00000 1900.00| 2373.80000 2373.80| 3000.00000 3000.00 SPARE , SPUR LOW-SPEED RADIO | | | 0098 210-07237 5.000 EACH| 70.00000 350.00| 114.40000 572.00| 95.00000 475.00 SPARE , SURGE SUPPRESSION DEVICE, | | | COMMUNICATIONS | | | 0099 210-07237 1.000 EACH| 1055.00000 1055.00| 3160.30000 3160.30| 2330.00000 2330.00 SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 1 | | | 0100 210-07237 1.000 EACH| 1055.00000 1055.00| 1641.20000 1641.20| 1140.00000 1140.00 SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 2 | | | 0101 210-07237 7.000 EACH| 55.00000 385.00| 286.00000 2002.00| 330.00000 2310.00 SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 3 | | | 0102 210-07237 5.000 EACH| 70.00000 350.00| 81.90000 409.50| 95.00000 475.00 SPARE , SURGE SUPPRESSION DEVICE, 2.4GHZ| | | 0103 210-07237 5.000 EACH| 50.00000 250.00| 68.25000 341.25| 95.00000 475.00 SPARE , SURGE SUPPRESSION DEVICE, 450MHZ| | | 0104 210-07237 5.000 EACH| 50.00000 250.00| 65.10000 325.50| 95.00000 475.00 SPARE , SURGE SUPPRESSION DEVICE, 900MHZ| | | 0105 210-07237 5.000 EACH| 137.00000 685.00| 114.40000 572.00| 90.00000 450.00 SPARE , SURGE SUPPRESSION DEVICE, DATA | | | 0106 210-07237 5.000 EACH| 55.00000 275.00| 55.00000 275.00| 80.00000 400.00 SPARE , SURGE SUPPRESSION DEVICE, TELCO | | | 0107 210-07237 5.000 EACH| 155.00000 775.00| 129.80000 649.00| 80.00000 400.00 SPARE , SURGE SUPPRESSION DEVICE, VIDEO | | | 0108 210-07237 5.000 EACH| 250.00000 1250.00| 187.00000 935.00| 220.00000 1100.00 SPARE , TEMPERATURE/HUMIDITY PROBE | | | 0109 210-07237 1.000 EACH| 735.00000 735.00| 649.00000 649.00| 620.00000 620.00 SPARE , TERMINAL SERVER 4-PORT | | | 0110 210-07237 2.000 EACH| 945.00000 1890.00| 731.50000 1463.00| 770.00000 1540.00 SPARE , TERMINAL SERVER 8-PORT | | | 0111 210-07237 1.000 EACH| 475.00000 475.00| 216.30000 216.30| 2500.00000 2500.00 SPARE , VIDEO CABLE, 300 m SPOOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 210-07237 7.000 EACH| 2950.00000 20650.00| 3311.00000 23177.00| 4500.00000 31500.00 SPARE , VIDEO DECODER | | | 0113 210-07237 10.000 EACH| 2950.00000 29500.00| 3311.00000 33110.00| 3600.00000 36000.00 SPARE , VIDEO ENCODER | | | 0114 210-07237 1.000 EACH| 18980.00000 18980.00| 18465.70000 18465.70| 12400.00000 12400.00 SPARE , VIDEO MANAGEMENT SERVER | | | 0115 210-07237 1.000 EACH| 355.00000 355.00| 408.10000 408.10| 600.00000 600.00 SPARE , VIDEO MONITOR | | | 0116 210-07238 1.000 EACH| 400000.00000 400000.00| 449512.01000 449512.01| 430000.00000 430000.00 MOBILE DATA SYSTEM | | | 0117 210-07239 4.000 EACH| 15000.00000 60000.00| 12711.30000 50845.20| 10000.00000 40000.00 SPUR HIGH-SPEED BASE STATION | | | 0118 210-07239 5.000 EACH| 2435.00000 12175.00| 6715.84000 33579.20| 2800.00000 14000.00 SPUR HIGH-SPEED REMOTE UNIT | | | 0119 210-07239 5.000 EACH| 1900.00000 9500.00| 5499.65000 27498.25| 3000.00000 15000.00 SPUR LOW-SPEED RADIO | | | 0120 210-07240 2.000 EACH| 145.00000 290.00| 837.00000 1674.00| 100.00000 200.00 BULK INDOOR ETHERNET CABLE, SPOOL | | | 0121 210-07240 1.000 EACH| 560.00000 560.00| 258.83000 258.83| 260.00000 260.00 BULK OUTDOOR ETHERNET CABLE, SPOOL | | | 0122 210-07242 1.000 EACH| 170.00000 170.00| 135.45000 135.45| 350.00000 350.00 POWER DIVIDER, 900 MHZ | | | 0123 210-07243 26.000 EACH| 3.00000 78.00| 4.53000 117.78| 5.00000 130.00 PATCH CABLES, 1 METER | | | 0124 210-07243 5.000 EACH| 3.00000 15.00| 6.80000 34.00| 5.50000 27.50 PATCH CABLES, 1.5 METER | | | 0125 210-07243 12.000 EACH| 4.00000 48.00| 9.08000 108.96| 12.00000 144.00 PATCH CABLES, 3 METER | | | 0126 210-07243 12.000 EACH| 8.00000 96.00| 13.60000 163.20| 15.00000 180.00 PATCH CABLES, 7.6 METER | | | 0127 210-07244 26.000 EACH| 3.00000 78.00| 4.53000 117.78| 8.00000 208.00 CROSSOVER PATCH CABLES, 1 METER | | | 0128 210-07244 5.000 EACH| 4.00000 20.00| 6.80000 34.00| 9.00000 45.00 CROSSOVER PATCH CABLES, 1.5 METER | | | 0129 210-07244 12.000 EACH| 4.00000 48.00| 9.08000 108.96| 10.00000 120.00 CROSSOVER PATCH CABLES, 3 METER | | | 0130 210-07244 12.000 EACH| 8.00000 96.00| 13.60000 163.20| 12.00000 144.00 CROSSOVER PATCH CABLES, 7.6 METER | | | 0131 210-07245 6.000 EACH| 1770.00000 10620.00| 4128.00000 24768.00| 2800.00000 16800.00 ETHERNET SWITCH | | | 0132 210-07249 12.000 EACH| 3700.00000 44400.00| 5864.90000 70378.80| 3800.00000 45600.00 IRV MDC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 210-07250 4.000 EACH| 840.00000 3360.00| 852.64000 3410.56| 1000.00000 4000.00 DETECTION SOFTWARE | | | 0134 210-07260 1.000 EACH| 235.00000 235.00| 229.90000 229.90| 80.00000 80.00 CLIMBING HARNESS , LARGE | | | 0135 210-07260 1.000 EACH| 235.00000 235.00| 229.90000 229.90| 80.00000 80.00 CLIMBING HARNESS , MEDIUM | | | 0136 210-07260 1.000 EACH| 235.00000 235.00| 242.00000 242.00| 85.00000 85.00 CLIMBING HARNESS , X-LARGE | | | 0137 210-07261 2.000 EACH| 3350.00000 6700.00| 3080.00000 6160.00| 4200.00000 8400.00 UTILITY LOCATOR | | | 0138 210-07294 1.000 EACH| 2825.00000 2825.00| 8890.35000 8890.35| 4400.00000 4400.00 FOAM DIELECTRIC 7/8 HELIAX, SPOOL | | | 0139 210-07295 10.000 EACH| 80.00000 800.00| 78.75000 787.50| 80.00000 800.00 PRE-EMERGENT WEED CONTROL CHEMICAL | | | 0140 210-07296 11.000 EACH| 2125.00000 23375.00| 100.00000 1100.00| 200.00000 2200.00 HOOKUP , TELECOM | | | 0141 210-07297 12.000 EACH| 27.00000 324.00| 26.25000 315.00| 27.00000 324.00 FERTILIZER | | | 0142 211-02060 3.940 m3 | 232.00000 914.08| 47.25000 186.17| 50.00000 197.00 B BORROW FOR STRUCTURE BACKFILL | | | 0143 303-52308 3659.800 Mg | 23.00000 84175.40| 29.40000 107598.12| 30.00000 109794.00 COMPACTED AGGREGATE, O, 53 | | | 0144 402-05481 144.800 Mg | 160.00000 23168.00| 63.00000 9122.40| 65.00000 9412.00 HMA BASE 25.0 mm, SHOULDER | | | 0145 404-05511 670.600 m2 | 2.00000 1341.20| 6.30000 4224.78| 6.50000 4358.90 SEAL COAT, 2 | | | 0146 405-05517 1.400 Mg | 5272.00000 7380.80| 315.00000 441.00| 320.00000 448.00 ASPHALT FOR PRIME COAT | | | 0147 602-01064 42.000 m | 600.00000 25200.00| 420.00000 17640.00| 420.00000 17640.00 BARRIER, CONCRETE FOR MEDIAN | | | 0148 603-01932 701.500 m | 70.00000 49105.00| 90.00000 63135.00| 47.00000 32970.50 FENCE, CHAIN LINK, 2420 mm | | | 0149 603-04847 12.000 EACH| 1160.00000 13920.00| 2300.00000 27600.00| 1400.00000 16800.00 FENCE GATE , SLIDING | | | 0150 604-90256 366.000 m2 | 53.00000 19398.00| 126.00000 46116.00| 130.00000 47580.00 SIDEWALK, CONCRETE, 150 mm | | | 0151 607-06365 40.800 m | 660.00000 26928.00| 288.75000 11781.00| 300.00000 12240.00 PAVED SIDE DITCH, G | | | 0153 611-05330 51.000 m2 | 53.00000 2703.00| 84.00000 4284.00| 88.00000 4488.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 616-02320 5473.200 m2 | 3.00000 16419.60| 1.79000 9797.03| 1.90000 10399.08 GEOTEXTILES UNDER APPROACH RD AND | | | FENCED-IN AREA | | | 0155 616-02320 2220.100 m2 | 2.00000 4440.20| 2.90000 6438.29| 1.90000 4218.19 GEOTEXTILES UNDER PLANTBED | | | 0156 621-01004 1.000 EACH| 316.00000 316.00| 315.00000 315.00| 330.00000 330.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0157 621-06553 57.960 kg | 14.00000 811.44| 13.80000 799.85| 14.50000 840.42 SEED MIXTURE, R | | | 0158 621-06565 1.370 Mg | 1270.00000 1739.90| 1263.15000 1730.52| 1300.00000 1781.00 MULCHING MATERIAL | | | 0159 621-06567 5.000 kL | 37.00000 185.00| 36.75000 183.75| 38.50000 192.50 WATER FOR PLANTS IN PLANTBED | | | 0160 621-06567 5.000 kL | 13.00000 65.00| 13.13000 65.65| 13.75000 68.75 WATER FOR SEEDING | | | 0161 621-06575 16.300 m2 | 62.00000 1010.60| 62.00000 1010.60| 65.00000 1059.50 SODDING, NURSERY | | | 0162 621-98038 169.200 m3 | 94.00000 15904.80| 93.45000 15811.74| 95.00000 16074.00 MULCH, HARDWOOD SHREDDED BARK | | | 0163 622-05639 214.000 EACH| 60.00000 12840.00| 70.49000 15084.86| 60.00000 12840.00 PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm , ARROWWOOD VIBURNUM | | | 0164 622-05640 600.000 EACH| 53.00000 31800.00| 56.67000 34002.00| 55.00000 33000.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm , NORTHERN BAYBERRY | | | 0165 622-05650 16.000 EACH| 500.00000 8000.00| 496.65000 7946.40| 500.00000 8000.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm , THORNLESS COCKSPUR | | | HAWTHORN | | | 0166 622-05653 3440.000 EACH| 3.00000 10320.00| 2.60000 8944.00| 2.75000 9460.00 PLANT, GROUND COVER , LITTLE BLUESTEM | | | 0167 715-05048 145.700 m | 48.00000 6993.60| 13.65000 1988.81| 14.30000 2083.51 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0168 715-05169 53.000 m | 143.00000 7579.00| 110.25000 5843.25| 115.00000 6095.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0169 715-05171 8.000 m | 164.00000 1312.00| 120.75000 966.00| 125.00000 1000.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0170 715-05177 16.000 m | 248.00000 3968.00| 215.25000 3444.00| 225.00000 3600.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0171 715-46005 2.000 EACH| 370.00000 740.00| 315.00000 630.00| 330.00000 660.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 715-97404 10.000 EACH| 2320.00000 23200.00| 2415.00000 24150.00| 2500.00000 25000.00 GRATED BOX END SECTION, I, 3:1, 375 mm | | | 0173 715-97406 2.000 EACH| 2640.00000 5280.00| 2520.00000 5040.00| 2600.00000 5200.00 GRATED BOX END SECTION, I, 3:1, 450 mm | | | 0174 715-97691 2.000 EACH| 5270.00000 10540.00| 5670.00000 11340.00| 5900.00000 11800.00 GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0175 718-52610 28.200 m3 | 43.00000 1212.60| 42.00000 1184.40| 44.00000 1240.80 AGGREGATE FOR UNDERDRAINS | | | 0176 718-99153 262.700 m2 | 1.00000 262.70| 1.79000 470.23| 1.90000 499.13 GEOTEXTILES FOR UNDERDRAIN | | | 0177 801-06775 LUMP| 31500.00000 31500.00| 89311.50000 89311.50| 55000.00000 55000.00 MAINTAINING TRAFFIC | | | 0178 802-05701 33.000 m | 160.00000 5280.00| 164.86000 5440.38| 28.00000 924.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0179 802-76035 10.000 m2 | 160.00000 1600.00| 467.08000 4670.80| 130.00000 1300.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0180 805-02383 248.400 m | 95.00000 23598.00| 68.97000 17132.15| 80.00000 19872.00 CONDUIT, STEEL, GALVANIZED, 65 mm , PUSH| | | 0181 805-02658 1.000 m | 2110.00000 2110.00| 2142.00000 2142.00| 1200.00000 1200.00 CABLE, COAXIAL , IRV, 300 m SPOOL | | | 0182 805-04970 2.000 EACH| 1164.00000 2328.00| 3103.95000 6207.90| 1450.00000 2900.00 FIBER OPTIC CONVERTER | | | 0183 805-04977 1.000 EACH| 29000.00000 29000.00| 34253.14000 34253.14| 35000.00000 35000.00 MICROLOOP DETECTOR ASSEMBLY, N1 | | | 0184 805-04977 1.000 EACH| 19700.00000 19700.00| 21779.69000 21779.69| 22000.00000 22000.00 MICROLOOP DETECTOR ASSEMBLY, N2 | | | 0185 805-04977 1.000 EACH| 52600.00000 52600.00| 27327.86000 27327.86| 60000.00000 60000.00 MICROLOOP DETECTOR ASSEMBLY, N3 | | | 0186 805-04977 1.000 EACH| 20000.00000 20000.00| 21905.17000 21905.17| 23000.00000 23000.00 MICROLOOP DETECTOR ASSEMBLY, N4 | | | 0187 805-04977 1.000 EACH| 12480.00000 12480.00| 14971.46000 14971.46| 13000.00000 13000.00 MICROLOOP DETECTOR ASSEMBLY, N5 | | | 0188 805-04977 1.000 EACH| 12300.00000 12300.00| 14762.32000 14762.32| 13000.00000 13000.00 MICROLOOP DETECTOR ASSEMBLY, N6 | | | 0189 805-04977 1.000 EACH| 24600.00000 24600.00| 28138.67000 28138.67| 28000.00000 28000.00 MICROLOOP DETECTOR ASSEMBLY, S2 | | | 0190 805-04977 1.000 EACH| 25600.00000 25600.00| 28290.97000 28290.97| 28000.00000 28000.00 MICROLOOP DETECTOR ASSEMBLY, S3 | | | 0191 805-04977 1.000 EACH| 23600.00000 23600.00| 26833.44000 26833.44| 26000.00000 26000.00 MICROLOOP DETECTOR ASSEMBLY, S4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0192 805-04977 1.000 EACH| 13000.00000 13000.00| 15507.71000 15507.71| 14000.00000 14000.00 MICROLOOP DETECTOR ASSEMBLY, S5 | | | 0193 805-04982 2065.300 m | 4.00000 8261.20| 4.56000 9417.77| 4.00000 8261.20 CABLE , TELCO, 6 PAIR, NO. 19 AWG | | | 0194 805-06107 32.000 EACH| 20.00000 640.00| 27.50000 880.00| 40.00000 1280.00 PADLOCK | | | 0195 805-06111 60.000 h | 790.00000 47400.00| 94.50000 5670.00| 600.00000 36000.00 TRAINING | | | 0196 805-06114 1.000 EACH| 200.00000 200.00| 273.00000 273.00| 270.00000 270.00 ANTENNA , 2.4 GHZ 13.5 DBI ENCLOSED YAGI| | | 0197 805-06114 1.000 EACH| 235.00000 235.00| 322.35000 322.35| 900.00000 900.00 ANTENNA , 2.4 GHZ 17 DBI PANEL | | | 0198 805-06114 33.000 EACH| 473.00000 15609.00| 834.75000 27546.75| 670.00000 22110.00 ANTENNA , 2.4 GHZ ADJUSTABLE SECTOR | | | 0199 805-06114 12.000 EACH| 27.00000 324.00| 152.25000 1827.00| 130.00000 1560.00 ANTENNA , 2.4 GHZ MOBILE | | | 0200 805-06114 6.000 EACH| 210.00000 1260.00| 773.56000 4641.36| 200.00000 1200.00 ANTENNA , 900 MHZ WIDE ANGLE | | | 0201 805-06124 LUMP| 76000.00000 76000.00| 162904.68000 162904.68| 170000.00000 170000.00 EQUIPMENT , TEST | | | 0202 805-06128 27.000 EACH| 5000.00000 135000.00| 4030.06000 108811.62| 4200.00000 113400.00 CCTV ASSEMBLY | | | 0203 805-06146 48.000 EACH| 1500.00000 72000.00| 2130.65000 102271.20| 1400.00000 67200.00 EQUIPMENT RACK | | | 0204 805-06164 47.000 EACH| 4000.00000 188000.00| 5230.15000 245817.05| 1500.00000 70500.00 IRV DATA RADIO | | | 0205 805-06592 735.600 m | 100.00000 73560.00| 53.09000 39053.00| 55.00000 40458.00 CONDUIT, STEEL, GALVANIZED, 50mm , PUSH | | | 0206 805-06592 21.300 m | 53.00000 1128.90| 50.31000 1071.60| 47.00000 1001.10 CONDUIT, STEEL, GALVANIZED, 50mm , | | | TRENCH | | | 0207 805-06595 3170.600 m | 32.00000 101459.20| 22.44000 71148.26| 20.00000 63412.00 CONDUIT, PVC, 50 mm , TRENCH | | | 0208 805-06600 1659.300 m | 100.00000 165930.00| 65.46000 108617.78| 60.00000 99558.00 CONDUIT, PVC, 75 mm , DIRECTIONAL PUSH | | | 0209 805-06600 74.400 m | 32.00000 2380.80| 58.02000 4316.69| 25.00000 1860.00 CONDUIT, PVC, 75 mm , TRENCH | | | 0210 805-06997 27.000 EACH| 1800.00000 48600.00| 1932.60000 52180.20| 1800.00000 48600.00 CAMERA INTERFACE | | | 0211 805-86810 2.000 EACH| 10000.00000 20000.00| 5991.81000 11983.62| 5900.00000 11800.00 SERVICE POINT, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0212 805-90187 388.000 m | 125.00000 48500.00| 84.71000 32867.48| 90.00000 34920.00 CONDUIT, STEEL, GALVANIZED, 100 mm , | | | PUSH | | | 0213 805-90267 58.800 m | 97.00000 5703.60| 79.26000 4660.49| 80.00000 4704.00 CONDUIT, STEEL, GALVANIZED, 75 mm , PUSH| | | 0214 805-95568 2074.000 m | 45.00000 93330.00| 33.92000 70350.08| 27.00000 55998.00 CONDUIT, PVC, 100 mm , TRENCH | | | 0215 805-96014 197.900 m | 10.00000 1979.00| 6.83000 1351.66| 7.00000 1385.30 SAW CUT, FULL DEPTH | | | 0216 807-02191 175.000 EACH| 750.00000 131250.00| 742.79000 129988.25| 600.00000 105000.00 HANDHOLE, LIGHTING | | | 0217 807-02370 1.000 EACH| 3800.00000 3800.00| 15825.79000 15825.79| 3600.00000 3600.00 LIGHT STRUCTURE, REMOVE AND RESET | | | 0218 807-03971 776.400 m | 32.00000 24844.80| 22.56000 17515.58| 22.00000 17080.80 CONDUIT, PVC, 63 mm, SCHEDULE 40, FOR | | | ELECTRIC | | | 0219 807-04651 138.600 m | 7.50000 1039.50| 11.95000 1656.27| 7.50000 1039.50 WIRE , 3 XHHW, NO. 1, COPPER | | | 0220 807-04651 560.800 m | 11.00000 6168.80| 16.24000 9107.39| 16.00000 8972.80 WIRE , 3, XHHW, NO. 3/0, COPPER | | | 0221 807-04651 158.400 m | 15.00000 2376.00| 24.14000 3823.78| 21.00000 3326.40 WIRE 3 XHHW 250 kcmil COPPER | | | 0222 807-04651 219.600 m | 18.00000 3952.80| 26.85000 5896.26| 30.00000 6588.00 WIRE 3 XHHW 350 kcmil COPPER | | | 0223 807-04651 517.400 m | 10.00000 5174.00| 14.54000 7523.00| 15.00000 7761.00 WIRE 3 XHHW NO. 2/0 COPPER | | | 0224 807-04651 99.600 m | 12.00000 1195.20| 20.31000 2022.88| 22.00000 2191.20 WIRE 3 XHHW NO. 4/0 COPPER | | | 0225 807-04652 3.000 EACH| 3450.00000 10350.00| 4913.61000 14740.83| 2550.00000 7650.00 SERVICE POINT , ATMS | | | 0226 807-04652 2.000 EACH| 5570.00000 11140.00| 6727.22000 13454.44| 5500.00000 11000.00 SERVICE POINT , ATMS, 480 V, OVERHEAD | | | 0227 807-04652 2.000 EACH| 8825.00000 17650.00| 12760.32000 25520.64| 7100.00000 14200.00 SERVICE POINT , ATMS, 480 V, UNDERGROUND| | | 0228 807-04652 4.000 EACH| 3480.00000 13920.00| 5463.61000 21854.44| 3000.00000 12000.00 SERVICE POINT , ATMS, UNDERGROUND | | | 0229 807-05072 1.000 EACH| 100000.00000 100000.00| 124297.87000 124297.87| 95000.00000 95000.00 TOWER , N2 | | | 0230 807-05072 1.000 EACH| 100000.00000 100000.00| 120252.07000 120252.07| 100000.00000 100000.00 TOWER , N3 | | | 0231 807-05072 1.000 EACH| 100000.00000 100000.00| 119047.32000 119047.32| 97000.00000 97000.00 TOWER , N4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 36-2066660 |(2) 35-0821499 |(3) 74-2851603 |DIVANE BROTHERS ELECTRIC |DREW, JAMES H. CORPORATION |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0232 807-05072 1.000 EACH| 100000.00000 100000.00| 103827.17000 103827.17| 75000.00000 75000.00 TOWER , N5 | | | 0233 807-05072 1.000 EACH| 100000.00000 100000.00| 108391.72000 108391.72| 82000.00000 82000.00 TOWER , N6 | | | 0234 807-05072 1.000 EACH| 100000.00000 100000.00| 130144.82000 130144.82| 103000.00000 103000.00 TOWER , N7 | | | 0235 807-05072 1.000 EACH| 100000.00000 100000.00| 130934.42000 130934.42| 100000.00000 100000.00 TOWER , S1 | | | 0236 807-05072 1.000 EACH| 100000.00000 100000.00| 104451.32000 104451.32| 87000.00000 87000.00 TOWER , S2 | | | 0237 807-05072 1.000 EACH| 100000.00000 100000.00| 113583.32000 113583.32| 90000.00000 90000.00 TOWER , S3 | | | 0238 807-05072 1.000 EACH| 100000.00000 100000.00| 139493.82000 139493.82| 106000.00000 106000.00 TOWER , S4 | | | 0239 807-05072 1.000 EACH| 100000.00000 100000.00| 132084.37000 132084.37| 101746.94000 101746.94 TOWER , S5 | | | 0240 807-05072 1.000 EACH| 200000.00000 200000.00| 462329.96000 462329.96| 215000.00000 215000.00 TOWER GUYED | | | 0241 808-75245 183.100 m | 3.00000 549.30| 1.26000 230.71| 5.25000 961.28 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0242 808-99176 129.000 m | 11.00000 1419.00| 11.03000 1422.87| 11.00000 1419.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | SECTION TOTALS | $ 8,427,000.00| $ 8,798,665.79| $ 9,200,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,427,000.00| $ 8,798,665.79| $ 9,200,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INDIANAPOLIS ADVANCED TRAFFIC MANAGEMENT SYSTEM | | | 0001 105-06845 LUMP| 77448.33000 77448.33| 65000.00000 65000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1116.67000 20100.06| 2500.00000 45000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 140227.65000 140227.65| 500000.00000 500000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-06587 1.050 ha | 7612.89000 7993.53| 5200.00000 5460.00| CLEARING AND GRUBBING | | | 0005 202-02255 7.000 EACH| 203.01000 1421.07| 590.00000 4130.00| TREE, 460 mm, REMOVE | | | 0006 202-94954 6.000 m | 86.28000 517.68| 450.00000 2700.00| BARRIER WALL, CONCRETE, REMOVE | | | 0007 203-02000 535.500 m3 | 162.41000 86970.56| 53.00000 28381.50| EXCAVATION, COMMON | | | 0008 203-02070 4777.000 m3 | 15.94000 76145.38| 23.50000 112259.50| BORROW | | | 0009 203-02080 0.200 km | 7613.00000 1522.60| 4700.00000 940.00| LINEAR GRADING | | | 0010 205-06937 2215.100 m | 5.58000 12360.26| 8.00000 17720.80| TEMPORARY SILT FENCE | | | 0011 210-03825 11.000 EACH| 50507.07000 555577.77| 50000.00000 550000.00| SHELTER , COMMUNICATION | | | 0012 210-06901 11.000 EACH| 17774.43000 195518.73| 32000.00000 352000.00| GENERATOR | | | 0013 210-06901 1.000 EACH| 28707.02000 28707.02| 50000.00000 50000.00| GENERATOR , CDP-N1 | | | 0014 210-07221 12.000 EACH| 2943.65000 35323.80| 3000.00000 36000.00| SURGE SUPPRESSINO DEVICE , 120/240V, | | | TYPE 1 | | | 0015 210-07221 12.000 EACH| 1522.58000 18270.96| 3000.00000 36000.00| SURGE SUPPRESSINO DEVICE , 120/240V, | | | TYPE 2 | | | 0016 210-07221 72.000 EACH| 80.40000 5788.80| 3000.00000 216000.00| SURGE SUPPRESSINO DEVICE , 120/240V, | | | TYPE 3 | | | 0017 210-07222 12.000 EACH| 1057.86000 12694.32| 2000.00000 24000.00| CCTV KEYBOARD CONTROLLER | | | 0018 210-07223 5.000 EACH| 3610.84000 18054.20| 3500.00000 17500.00| CCTV CONTROL CABLE SPOOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 210-07224 12.000 EACH| 5156.98000 61883.76| 7500.00000 90000.00| VIDEO DECODER | | | 0020 210-07224 27.000 EACH| 5006.23000 135168.21| 7500.00000 202500.00| VIDEO ENCODER | | | 0021 210-07224 1.000 EACH| 27406.36000 27406.36| 35000.00000 35000.00| VIDEO MANAGEMENT SERVER | | | 0022 210-07224 12.000 EACH| 477.38000 5728.56| 900.00000 10800.00| VIDEO MONITOR | | | 0023 210-07224 72.000 EACH| 15.08000 1085.76| 35.00000 2520.00| VIDEO PATCH CABLES, 1 METER | | | 0024 210-07224 48.000 EACH| 20.10000 964.80| 35.00000 1680.00| VIDEO PATCH CABLES, 1.5 METER | | | 0025 210-07224 36.000 EACH| 30.15000 1085.40| 50.00000 1800.00| VIDEO PATCH CABLES, 3 METER | | | 0026 210-07224 24.000 EACH| 50.25000 1206.00| 60.00000 1440.00| VIDEO PATCH CABLES, 6 METER | | | 0027 210-07225 1.000 EACH| 1445989.49000 1445989.49| 1750000.00000 1750000.00| MICROWAVE SYSTEM | | | 0028 210-07227 12.000 EACH| 9744.48000 116933.76| 11000.00000 132000.00| POWER SUPPLY DEVICE UNINTERRUPTIBLE | | | 0029 210-07228 12.000 EACH| 123401.44000 1480817.28| 120000.00000 1440000.00| NETWORK ACCESS SWITCH | | | 0030 210-07228 5.000 EACH| 2852.29000 14261.45| 3300.00000 16500.00| NETWORK DEVICE MULTICAST | | | 0031 210-07229 12.000 EACH| 26645.06000 319740.72| 29000.00000 348000.00| CDP FIELD SERVER | | | 0032 210-07230 4.000 EACH| 1649.46000 6597.84| 2500.00000 10000.00| TERMINAL SERVER 4-PORT | | | 0033 210-07230 12.000 EACH| 1827.09000 21925.08| 3600.00000 43200.00| TERMINAL SERVER 8-PORT | | | 0034 210-07232 12.000 EACH| 10102.86000 121234.32| 20000.00000 240000.00| DS1 MUX | | | 0035 210-07233 9.000 EACH| 253.86000 2284.74| 500.00000 4500.00| TEMPERATURE /HUMIDITY PROBE | | | 0036 210-07234 9.000 EACH| 253.86000 2284.74| 400.00000 3600.00| SENSOR / I/O SERIAL OUTPUT | | | 0037 210-07235 12.000 EACH| 2953.80000 35445.60| 4000.00000 48000.00| ALARM PANEL | | | 0038 210-07237 2.000 EACH| 8040.00000 16080.00| 8400.00000 16800.00| SPARE , 10/100 BASE-T INTERFACE CARD | | | 0039 210-07237 2.000 EACH| 201.00000 402.00| 235.00000 470.00| SPARE , 2.4 GHZ 13.5 DBI ENCLOSED YAGI | | | ANTENNA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 210-07237 2.000 EACH| 427.13000 854.26| 936.00000 1872.00| SPARE , 2.4 GHZ 17 DBI PANEL ANTENNA | | | 0041 210-07237 2.000 EACH| 452.25000 904.50| 764.00000 1528.00| SPARE , 2.4 GHZ ADJUSTABLE SECTOR | | | ANTENNA | | | 0042 210-07237 2.000 EACH| 50.25000 100.50| 34.00000 68.00| SPARE , 2.4 GHZ MOBILE ANTENNA | | | 0043 210-07237 4.000 EACH| 552.75000 2211.00| 1200.00000 4800.00| SPARE , 450 MHZ ANTENNA | | | 0044 210-07237 1.000 EACH| 502.50000 502.50| 2500.00000 2500.00| SPARE , 900 MHZ POWER DIVIDER | | | 0045 210-07237 2.000 EACH| 100.50000 201.00| 2500.00000 5000.00| SPARE , 900 MHZ WIDE ANGLE ANTENNA | | | 0046 210-07237 1.000 EACH| 2512.50000 2512.50| 2500.00000 2500.00| SPARE , ALARM PANEL | | | 0047 210-07237 200.000 EACH| 15.08000 3016.00| 10.00000 2000.00| SPARE , BNC CONNECTORS | | | 0048 210-07237 1.000 EACH| 929.63000 929.63| 1800.00000 1800.00| SPARE , BULK COAX CABLE, 150 m SPOOL | | | 0049 210-07237 1.000 EACH| 120.60000 120.60| 222.00000 222.00| SPARE , BULK INDOOR ETHERNET CABLE, | | | SPOOL | | | 0050 210-07237 1.000 EACH| 100.50000 100.50| 180.00000 180.00| SPARE , BULK OUTDOOR ETHERNET CABLE, | | | SPOOL | | | 0051 210-07237 3.000 EACH| 1130.63000 3391.89| 2200.00000 6600.00| SPARE , CAMERA INTERFACE | | | 0052 210-07237 1.000 EACH| 527.63000 527.63| 1000.00000 1000.00| SPARE , CARD RACK | | | 0053 210-07237 1.000 EACH| 356.78000 356.78| 700.00000 700.00| SPARE , CARRIERS | | | 0054 210-07237 3.000 EACH| 2914.50000 8743.50| 5000.00000 15000.00| SPARE , CCTV ASSEMBLY | | | 0055 210-07237 1.000 EACH| 1005.00000 1005.00| 2000.00000 2000.00| SPARE , CCTV KEYBOARD CONTROLLER | | | 0056 210-07237 4.000 EACH| 50.25000 201.00| 450.00000 1800.00| SPARE , CRIMP TOOL | | | 0057 210-07237 2.000 EACH| 8.04000 16.08| 15.00000 30.00| SPARE , CROSSOVER PATCH CABL;ES, 7.6 | | | METER | | | 0058 210-07237 2.000 EACH| 3.02000 6.04| 5.00000 10.00| SPARE , CROSSOVER PATCH CABLES, 1 METER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 210-07237 2.000 EACH| 3.02000 6.04| 6.00000 12.00| SPARE , CROSSOVER PATCH CABLES, 1.5 | | | METER | | | 0060 210-07237 2.000 EACH| 5.03000 10.06| 10.00000 20.00| SPARE , CROSSOVER PATCH CABLES, 3 METER | | | 0061 210-07237 1.000 EACH| 2512.50000 2512.50| 3000.00000 3000.00| SPARE , DEHYDRATOR | | | 0062 210-07237 4.000 EACH| 1120.58000 4482.32| 2000.00000 8000.00| SPARE , DETECTOR CARD | | | 0063 210-07237 1.000 EACH| 361.80000 361.80| 700.00000 700.00| SPARE , DETECTOR POWER SUPPLY | | | 0064 210-07237 6.000 EACH| 226.13000 1356.78| 500.00000 3000.00| SPARE , DETECTOR PROBE | | | 0065 210-07237 4.000 EACH| 502.50000 2010.00| 350.00000 1400.00| SPARE , DSI JUMPER | | | 0066 210-07237 3.000 EACH| 4170.75000 12512.25| 4800.00000 14400.00| SPARE , ETHERNET SWITCH | | | 0067 210-07237 200.000 EACH| 1.01000 202.00| 2.00000 400.00| SPARE , F CONNECTORS | | | 0068 210-07237 1.000 EACH| 331.65000 331.65| 630.00000 630.00| SPARE , FIBER OPTIC CONVERTER | | | 0069 210-07237 6.000 EACH| 77.39000 464.34| 150.00000 900.00| SPARE , FIBER OPTIC JUMPER | | | 0070 210-07237 2.000 EACH| 201.00000 402.00| 250.00000 500.00| SPARE , GENERATOR FILTER KIT | | | 0071 210-07237 2.000 EACH| 8894.25000 17788.50| 10000.00000 20000.00| SPARE , GIGABIT ETHERNET CARD | | | 0072 210-07237 3.000 EACH| 175.88000 527.64| 500.00000 1500.00| SPARE , GPS ANTENNA | | | 0073 210-07237 2.000 EACH| 402.00000 804.00| 800.00000 1600.00| SPARE , HOME-RUN CABLE | | | 0074 210-07237 5.000 EACH| 201.00000 1005.00| 1000.00000 5000.00| SPARE , I/O SENSOR/SERIAL OUTPUT | | | 0075 210-07237 5.000 EACH| 100.50000 502.50| 3.00000 15.00| SPARE , IRV COAXIAL CONNECTORS | | | 0076 210-07237 2.000 EACH| 351.75000 703.50| 150.00000 300.00| SPARE , IRV COAXIAL CRIMPERS | | | 0077 210-07237 3.000 EACH| 5025.00000 15075.00| 5000.00000 15000.00| SPARE , IRV MDC | | | 0078 210-07237 3.000 EACH| 4221.00000 12663.00| 8000.00000 24000.00| SPARE , IRV RADIO | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 210-07237 2.000 EACH| 603.00000 1206.00| 600.00000 1200.00| SPARE , MANIFOLD | | | 0080 210-07237 1.000 EACH| 26431.50000 26431.50| 30000.00000 30000.00| SPARE , MCS KIT | | | 0081 210-07237 2.000 EACH| 21105.00000 42210.00| 25000.00000 50000.00| SPARE , MDCS KIT | | | 0082 210-07237 2.000 EACH| 3040.13000 6080.26| 5000.00000 10000.00| SPARE , MOBILE RADIO | | | 0083 210-07237 1.000 EACH| 2412.00000 2412.00| 3000.00000 3000.00| SPARE , MULTICAST NETWORK DEVICE | | | 0084 210-07237 2.000 EACH| 25627.50000 51255.00| 32000.00000 64000.00| SPARE , OC3 SONET INTERFACE CARD | | | 0085 210-07237 100.000 EACH| 25.13000 2513.00| 30.00000 3000.00| SPARE , PADLOCK | | | 0086 210-07237 10.000 EACH| 3.02000 30.20| 5.00000 50.00| SPARE , PATCH CABLES, 1 METER | | | 0087 210-07237 10.000 EACH| 3.02000 30.20| 6.00000 60.00| SPARE , PATCH CABLES, 1.5 METER | | | 0088 210-07237 10.000 EACH| 4.02000 40.20| 10.00000 100.00| SPARE , PATCH CABLES, 3 METER | | | 0089 210-07237 10.000 EACH| 8.04000 80.40| 15.00000 150.00| SPARE , PATCH CABLES, 7.6 METER | | | 0090 210-07237 2.000 EACH| 4221.00000 8442.00| 5200.00000 10400.00| SPARE , POWER SUPPLY | | | 0091 210-07237 100.000 EACH| 20.10000 2010.00| 5.00000 500.00| SPARE , RCA CONNECTORS | | | 0092 210-07237 200.000 EACH| 1.01000 202.00| 2.00000 400.00| SPARE , RJ-45 CONNECTORS | | | 0093 210-07237 4.000 EACH| 75.38000 301.52| 200.00000 800.00| SPARE , RJ-45 CRIMPERS | | | 0094 210-07237 1.000 EACH| 100.50000 100.50| 440.00000 440.00| SPARE , SPLICE KIT | | | 0095 210-07237 1.000 EACH| 8743.50000 8743.50| 12000.00000 12000.00| SPARE , SPUR HIGH-SPEED BASE STATION | | | 0096 210-07237 1.000 EACH| 1748.70000 1748.70| 3000.00000 3000.00| SPARE , SPUR HIGH-SPEED REMOTE UNIT | | | 0097 210-07237 1.000 EACH| 2412.00000 2412.00| 5000.00000 5000.00| SPARE , SPUR LOW-SPEED RADIO | | | 0098 210-07237 5.000 EACH| 502.50000 2512.50| 3000.00000 15000.00| SPARE , SURGE SUPPRESSION DEVICE, | | | COMMUNICATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 210-07237 1.000 EACH| 2914.50000 2914.50| 3000.00000 3000.00| SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 1 | | | 0100 210-07237 1.000 EACH| 1507.50000 1507.50| 3000.00000 3000.00| SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 2 | | | 0101 210-07237 7.000 EACH| 80.40000 562.80| 3000.00000 21000.00| SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 3 | | | 0102 210-07237 5.000 EACH| 753.75000 3768.75| 150.00000 750.00| SPARE , SURGE SUPPRESSION DEVICE, 2.4GHZ| | | 0103 210-07237 5.000 EACH| 753.75000 3768.75| 150.00000 750.00| SPARE , SURGE SUPPRESSION DEVICE, 450MHZ| | | 0104 210-07237 5.000 EACH| 753.75000 3768.75| 150.00000 750.00| SPARE , SURGE SUPPRESSION DEVICE, 900MHZ| | | 0105 210-07237 5.000 EACH| 502.50000 2512.50| 1200.00000 6000.00| SPARE , SURGE SUPPRESSION DEVICE, DATA | | | 0106 210-07237 5.000 EACH| 251.25000 1256.25| 1200.00000 6000.00| SPARE , SURGE SUPPRESSION DEVICE, TELCO | | | 0107 210-07237 5.000 EACH| 502.50000 2512.50| 1500.00000 7500.00| SPARE , SURGE SUPPRESSION DEVICE, VIDEO | | | 0108 210-07237 5.000 EACH| 201.00000 1005.00| 500.00000 2500.00| SPARE , TEMPERATURE/HUMIDITY PROBE | | | 0109 210-07237 1.000 EACH| 552.75000 552.75| 800.00000 800.00| SPARE , TERMINAL SERVER 4-PORT | | | 0110 210-07237 2.000 EACH| 703.50000 1407.00| 1200.00000 2400.00| SPARE , TERMINAL SERVER 8-PORT | | | 0111 210-07237 1.000 EACH| 753.75000 753.75| 600.00000 600.00| SPARE , VIDEO CABLE, 300 m SPOOL | | | 0112 210-07237 7.000 EACH| 4949.63000 34647.41| 6500.00000 45500.00| SPARE , VIDEO DECODER | | | 0113 210-07237 10.000 EACH| 4949.63000 49496.30| 6500.00000 65000.00| SPARE , VIDEO ENCODER | | | 0114 210-07237 1.000 EACH| 25125.00000 25125.00| 26000.00000 26000.00| SPARE , VIDEO MANAGEMENT SERVER | | | 0115 210-07237 1.000 EACH| 477.38000 477.38| 900.00000 900.00| SPARE , VIDEO MONITOR | | | 0116 210-07238 1.000 EACH| 393651.62000 393651.62| 400000.00000 400000.00| MOBILE DATA SYSTEM | | | 0117 210-07239 4.000 EACH| 18067.89000 72271.56| 21000.00000 84000.00| SPUR HIGH-SPEED BASE STATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 210-07239 5.000 EACH| 5684.28000 28421.40| 8000.00000 40000.00| SPUR HIGH-SPEED REMOTE UNIT | | | 0119 210-07239 5.000 EACH| 4973.75000 24868.75| 7000.00000 35000.00| SPUR LOW-SPEED RADIO | | | 0120 210-07240 2.000 EACH| 2274.92000 4549.84| 600.00000 1200.00| BULK INDOOR ETHERNET CABLE, SPOOL | | | 0121 210-07240 1.000 EACH| 2174.42000 2174.42| 250.00000 250.00| BULK OUTDOOR ETHERNET CABLE, SPOOL | | | 0122 210-07242 1.000 EACH| 555.36000 555.36| 8000.00000 8000.00| POWER DIVIDER, 900 MHZ | | | 0123 210-07243 26.000 EACH| 3.05000 79.30| 10.00000 260.00| PATCH CABLES, 1 METER | | | 0124 210-07243 5.000 EACH| 3.05000 15.25| 10.00000 50.00| PATCH CABLES, 1.5 METER | | | 0125 210-07243 12.000 EACH| 4.06000 48.72| 10.00000 120.00| PATCH CABLES, 3 METER | | | 0126 210-07243 12.000 EACH| 7.61000 91.32| 10.00000 120.00| PATCH CABLES, 7.6 METER | | | 0127 210-07244 26.000 EACH| 3.05000 79.30| 5.00000 130.00| CROSSOVER PATCH CABLES, 1 METER | | | 0128 210-07244 5.000 EACH| 4.06000 20.30| 6.00000 30.00| CROSSOVER PATCH CABLES, 1.5 METER | | | 0129 210-07244 12.000 EACH| 5.08000 60.96| 10.00000 120.00| CROSSOVER PATCH CABLES, 3 METER | | | 0130 210-07244 12.000 EACH| 8.12000 97.44| 15.00000 180.00| CROSSOVER PATCH CABLES, 7.6 METER | | | 0131 210-07245 6.000 EACH| 5075.25000 30451.50| 6900.00000 41400.00| ETHERNET SWITCH | | | 0132 210-07249 12.000 EACH| 5025.00000 60300.00| 15000.00000 180000.00| IRV MDC | | | 0133 210-07250 4.000 EACH| 804.00000 3216.00| 1500.00000 6000.00| DETECTION SOFTWARE | | | 0134 210-07260 1.000 EACH| 603.00000 603.00| 500.00000 500.00| CLIMBING HARNESS , LARGE | | | 0135 210-07260 1.000 EACH| 502.50000 502.50| 500.00000 500.00| CLIMBING HARNESS , MEDIUM | | | 0136 210-07260 1.000 EACH| 753.75000 753.75| 500.00000 500.00| CLIMBING HARNESS , X-LARGE | | | 0137 210-07261 2.000 EACH| 3417.00000 6834.00| 2500.00000 5000.00| UTILITY LOCATOR | | | 0138 210-07294 1.000 EACH| 3015.00000 3015.00| 5000.00000 5000.00| FOAM DIELECTRIC 7/8 HELIAX, SPOOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 210-07295 10.000 EACH| 76.13000 761.30| 88.00000 880.00| PRE-EMERGENT WEED CONTROL CHEMICAL | | | 0140 210-07296 11.000 EACH| 429.70000 4726.70| 3000.00000 33000.00| HOOKUP , TELECOM | | | 0141 210-07297 12.000 EACH| 25.38000 304.56| 30.00000 360.00| FERTILIZER | | | 0142 211-02060 3.940 m3 | 101.51000 399.95| 60.00000 236.40| B BORROW FOR STRUCTURE BACKFILL | | | 0143 303-52308 3659.800 Mg | 23.75000 86920.25| 33.00000 120773.40| COMPACTED AGGREGATE, O, 53 | | | 0144 402-05481 144.800 Mg | 50.75000 7348.60| 70.00000 10136.00| HMA BASE 25.0 mm, SHOULDER | | | 0145 404-05511 670.600 m2 | 4.57000 3064.64| 7.00000 4694.20| SEAL COAT, 2 | | | 0146 405-05517 1.400 Mg | 406.03000 568.44| 354.00000 495.60| ASPHALT FOR PRIME COAT | | | 0147 602-01064 42.000 m | 543.05000 22808.10| 472.00000 19824.00| BARRIER, CONCRETE FOR MEDIAN | | | 0148 603-01932 701.500 m | 65.98000 46284.97| 141.00000 98911.50| FENCE, CHAIN LINK, 2420 mm | | | 0149 603-04847 12.000 EACH| 1116.56000 13398.72| 2000.00000 24000.00| FENCE GATE , SLIDING | | | 0150 604-90256 366.000 m2 | 42.63000 15602.58| 200.00000 73200.00| SIDEWALK, CONCRETE, 150 mm | | | 0151 607-06365 40.800 m | 121.81000 4969.85| 324.00000 13219.20| PAVED SIDE DITCH, G | | | 0153 611-05330 51.000 m2 | 42.63000 2174.13| 94.00000 4794.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0154 616-02320 5473.200 m2 | 2.79000 15270.23| 2.00000 10946.40| GEOTEXTILES UNDER APPROACH RD AND | | | FENCED-IN AREA | | | 0155 616-02320 2220.100 m2 | 1.78000 3951.78| 2.00000 4440.20| GEOTEXTILES UNDER PLANTBED | | | 0156 621-01004 1.000 EACH| 304.53000 304.53| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0157 621-06553 57.960 kg | 13.40000 776.66| 15.00000 869.40| SEED MIXTURE, R | | | 0158 621-06565 1.370 Mg | 1228.22000 1682.66| 1400.00000 1918.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 621-06567 5.000 kL | 35.53000 177.65| 41.00000 205.00| WATER FOR PLANTS IN PLANTBED | | | 0160 621-06567 5.000 kL | 12.69000 63.45| 15.00000 75.00| WATER FOR SEEDING | | | 0161 621-06575 16.300 m2 | 59.99000 977.84| 70.00000 1141.00| SODDING, NURSERY | | | 0162 621-98038 169.200 m3 | 90.34000 15285.53| 105.00000 17766.00| MULCH, HARDWOOD SHREDDED BARK | | | 0163 622-05639 214.000 EACH| 56.84000 12163.76| 66.00000 14124.00| PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm , ARROWWOOD VIBURNUM | | | 0164 622-05640 600.000 EACH| 50.75000 30450.00| 59.00000 35400.00| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm , NORTHERN BAYBERRY | | | 0165 622-05650 16.000 EACH| 480.12000 7681.92| 550.00000 8800.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm , THORNLESS COCKSPUR | | | HAWTHORN | | | 0166 622-05653 3440.000 EACH| 2.54000 8737.60| 3.00000 10320.00| PLANT, GROUND COVER , LITTLE BLUESTEM | | | 0167 715-05048 145.700 m | 28.17000 4104.37| 15.00000 2185.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0168 715-05169 53.000 m | 101.51000 5380.03| 124.00000 6572.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0169 715-05171 8.000 m | 105.57000 844.56| 135.00000 1080.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0170 715-05177 16.000 m | 231.43000 3702.88| 242.00000 3872.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0171 715-46005 2.000 EACH| 406.02000 812.04| 354.00000 708.00| PIPE END SECTION, 375 mm | | | 0172 715-97404 10.000 EACH| 2740.64000 27406.40| 2714.00000 27140.00| GRATED BOX END SECTION, I, 3:1, 375 mm | | | 0173 715-97406 2.000 EACH| 3879.52000 7759.04| 2832.00000 5664.00| GRATED BOX END SECTION, I, 3:1, 450 mm | | | 0174 715-97691 2.000 EACH| 6481.10000 12962.20| 6372.00000 12744.00| GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0175 718-52610 28.200 m3 | 49.74000 1402.67| 47.00000 1325.40| AGGREGATE FOR UNDERDRAINS | | | 0176 718-99153 262.700 m2 | 1.02000 267.95| 2.00000 525.40| GEOTEXTILES FOR UNDERDRAIN | | | 0177 801-06775 LUMP| 12916.27000 12916.27| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 802-05701 33.000 m | 39.73000 1311.09| 24.00000 792.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0179 802-76035 10.000 m2 | 153.07000 1530.70| 90.00000 900.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0180 805-02383 248.400 m | 52.79000 13113.04| 68.00000 16891.20| CONDUIT, STEEL, GALVANIZED, 65 mm , PUSH| | | 0181 805-02658 1.000 m | 753.75000 753.75| 600.00000 600.00| CABLE, COAXIAL , IRV, 300 m SPOOL | | | 0182 805-04970 2.000 EACH| 355.27000 710.54| 500.00000 1000.00| FIBER OPTIC CONVERTER | | | 0183 805-04977 1.000 EACH| 31575.29000 31575.29| 30000.00000 30000.00| MICROLOOP DETECTOR ASSEMBLY, N1 | | | 0184 805-04977 1.000 EACH| 21899.75000 21899.75| 25000.00000 25000.00| MICROLOOP DETECTOR ASSEMBLY, N2 | | | 0185 805-04977 1.000 EACH| 37274.24000 37274.24| 28000.00000 28000.00| MICROLOOP DETECTOR ASSEMBLY, N3 | | | 0186 805-04977 1.000 EACH| 25101.28000 25101.28| 25000.00000 25000.00| MICROLOOP DETECTOR ASSEMBLY, N4 | | | 0187 805-04977 1.000 EACH| 14616.92000 14616.92| 12000.00000 12000.00| MICROLOOP DETECTOR ASSEMBLY, N5 | | | 0188 805-04977 1.000 EACH| 14315.42000 14315.42| 12000.00000 12000.00| MICROLOOP DETECTOR ASSEMBLY, N6 | | | 0189 805-04977 1.000 EACH| 29322.28000 29322.28| 24000.00000 24000.00| MICROLOOP DETECTOR ASSEMBLY, S2 | | | 0190 805-04977 1.000 EACH| 28486.52000 28486.52| 25000.00000 25000.00| MICROLOOP DETECTOR ASSEMBLY, S3 | | | 0191 805-04977 1.000 EACH| 26148.29000 26148.29| 26000.00000 26000.00| MICROLOOP DETECTOR ASSEMBLY, S4 | | | 0192 805-04977 1.000 EACH| 13846.09000 13846.09| 16000.00000 16000.00| MICROLOOP DETECTOR ASSEMBLY, S5 | | | 0193 805-04982 2065.300 m | 7.22000 14911.47| 4.00000 8261.20| CABLE , TELCO, 6 PAIR, NO. 19 AWG | | | 0194 805-06107 32.000 EACH| 25.13000 804.16| 30.00000 960.00| PADLOCK | | | 0195 805-06111 60.000 h | 609.03000 36541.80| 3500.00000 210000.00| TRAINING | | | 0196 805-06114 1.000 EACH| 201.00000 201.00| 500.00000 500.00| ANTENNA , 2.4 GHZ 13.5 DBI ENCLOSED YAGI| | | 0197 805-06114 1.000 EACH| 427.13000 427.13| 1100.00000 1100.00| ANTENNA , 2.4 GHZ 17 DBI PANEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0198 805-06114 33.000 EACH| 452.25000 14924.25| 1500.00000 49500.00| ANTENNA , 2.4 GHZ ADJUSTABLE SECTOR | | | 0199 805-06114 12.000 EACH| 50.25000 603.00| 80.00000 960.00| ANTENNA , 2.4 GHZ MOBILE | | | 0200 805-06114 6.000 EACH| 100.50000 603.00| 5000.00000 30000.00| ANTENNA , 900 MHZ WIDE ANGLE | | | 0201 805-06124 LUMP| 166917.44000 166917.44| 100000.00000 100000.00| EQUIPMENT , TEST | | | 0202 805-06128 27.000 EACH| 3607.41000 97400.07| 6000.00000 162000.00| CCTV ASSEMBLY | | | 0203 805-06146 48.000 EACH| 2258.49000 108407.52| 3500.00000 168000.00| EQUIPMENT RACK | | | 0204 805-06164 47.000 EACH| 4447.53000 209033.91| 1200.00000 56400.00| IRV DATA RADIO | | | 0205 805-06592 735.600 m | 59.06000 43444.54| 65.00000 47814.00| CONDUIT, STEEL, GALVANIZED, 50mm , PUSH | | | 0206 805-06592 21.300 m | 38.12000 811.96| 15.00000 319.50| CONDUIT, STEEL, GALVANIZED, 50mm , | | | TRENCH | | | 0207 805-06595 3170.600 m | 13.48000 42739.69| 12.50000 39632.50| CONDUIT, PVC, 50 mm , TRENCH | | | 0208 805-06600 1659.300 m | 66.14000 109746.10| 70.00000 116151.00| CONDUIT, PVC, 75 mm , DIRECTIONAL PUSH | | | 0209 805-06600 74.400 m | 30.54000 2272.18| 35.00000 2604.00| CONDUIT, PVC, 75 mm , TRENCH | | | 0210 805-06997 27.000 EACH| 1605.79000 43356.33| 1600.00000 43200.00| CAMERA INTERFACE | | | 0211 805-86810 2.000 EACH| 2882.30000 5764.60| 2700.00000 5400.00| SERVICE POINT, II | | | 0212 805-90187 388.000 m | 80.15000 31098.20| 80.00000 31040.00| CONDUIT, STEEL, GALVANIZED, 100 mm , | | | PUSH | | | 0213 805-90267 58.800 m | 70.18000 4126.58| 75.00000 4410.00| CONDUIT, STEEL, GALVANIZED, 75 mm , PUSH| | | 0214 805-95568 2074.000 m | 17.55000 36398.70| 45.00000 93330.00| CONDUIT, PVC, 100 mm , TRENCH | | | 0215 805-96014 197.900 m | 3.55000 702.55| 10.00000 1979.00| SAW CUT, FULL DEPTH | | | 0216 807-02191 175.000 EACH| 830.27000 145297.25| 600.00000 105000.00| HANDHOLE, LIGHTING | | | 0217 807-02370 1.000 EACH| 1492.26000 1492.26| 1000.00000 1000.00| LIGHT STRUCTURE, REMOVE AND RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0218 807-03971 776.400 m | 15.29000 11871.16| 20.00000 15528.00| CONDUIT, PVC, 63 mm, SCHEDULE 40, FOR | | | ELECTRIC | | | 0219 807-04651 138.600 m | 9.61000 1331.95| 12.00000 1663.20| WIRE , 3 XHHW, NO. 1, COPPER | | | 0220 807-04651 560.800 m | 17.32000 9713.06| 20.00000 11216.00| WIRE , 3, XHHW, NO. 3/0, COPPER | | | 0221 807-04651 158.400 m | 24.05000 3809.52| 28.00000 4435.20| WIRE 3 XHHW 250 kcmil COPPER | | | 0222 807-04651 219.600 m | 28.15000 6181.74| 32.00000 7027.20| WIRE 3 XHHW 350 kcmil COPPER | | | 0223 807-04651 517.400 m | 15.19000 7859.31| 18.00000 9313.20| WIRE 3 XHHW NO. 2/0 COPPER | | | 0224 807-04651 99.600 m | 22.38000 2229.05| 25.00000 2490.00| WIRE 3 XHHW NO. 4/0 COPPER | | | 0225 807-04652 3.000 EACH| 4538.78000 13616.34| 5000.00000 15000.00| SERVICE POINT , ATMS | | | 0226 807-04652 2.000 EACH| 13642.68000 27285.36| 5000.00000 10000.00| SERVICE POINT , ATMS, 480 V, OVERHEAD | | | 0227 807-04652 2.000 EACH| 13416.55000 26833.10| 10000.00000 20000.00| SERVICE POINT , ATMS, 480 V, UNDERGROUND| | | 0228 807-04652 4.000 EACH| 5140.62000 20562.48| 10000.00000 40000.00| SERVICE POINT , ATMS, UNDERGROUND | | | 0229 807-05072 1.000 EACH| 147182.26000 147182.26| 128000.00000 128000.00| TOWER , N2 | | | 0230 807-05072 1.000 EACH| 116730.76000 116730.76| 128000.00000 128000.00| TOWER , N3 | | | 0231 807-05072 1.000 EACH| 116730.76000 116730.76| 141000.00000 141000.00| TOWER , N4 | | | 0232 807-05072 1.000 EACH| 91354.51000 91354.51| 104000.00000 104000.00| TOWER , N5 | | | 0233 807-05072 1.000 EACH| 140076.91000 140076.91| 113000.00000 113000.00| TOWER , N6 | | | 0234 807-05072 1.000 EACH| 138046.81000 138046.81| 150000.00000 150000.00| TOWER , N7 | | | 0235 807-05072 1.000 EACH| 147182.26000 147182.26| 148000.00000 148000.00| TOWER , S1 | | | 0236 807-05072 1.000 EACH| 91354.51000 91354.51| 102000.00000 102000.00| TOWER , S2 | | | 0237 807-05072 1.000 EACH| 139061.86000 139061.86| 121000.00000 121000.00| TOWER , S3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 251 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,481,190.67 ROUTE : 465, 65, 69, 70, 74 CALL ORDER : 251 CONTRACT ID : R -26231-A COUNTIES : BOONE HAMILTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-0392360 |(5) 61-0902822 | |HOOSIER COMPANY, INC. |BLUEGRASS ELECTRICAL CONSULT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0238 807-05072 1.000 EACH| 137031.76000 137031.76| 139000.00000 139000.00| TOWER , S4 | | | 0239 807-05072 1.000 EACH| 129926.41000 129926.41| 164000.00000 164000.00| TOWER , S5 | | | 0240 807-05072 1.000 EACH| 490429.96000 490429.96| 270000.00000 270000.00| TOWER GUYED | | | 0241 808-75245 183.100 m | 1.27000 232.54| 6.00000 1098.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0242 808-99176 129.000 m | 11.17000 1440.93| 15.00000 1935.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | SECTION TOTALS | $ 9,920,571.05| $ 11,799,995.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,920,571.05| $ 11,799,995.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : S020005 9971039 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,559,944.28 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,698,848.17 103.9018% 3 38-1625197 SELGE CONSTRUCTION CO. INC. $ 3,961,468.38 111.2789% 4 36-2231526 WALSH CONSTR CO OF ILL $ 4,060,929.00 114.0728% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP| 48591.47000 48591.47| 50000.00000 50000.00| 44520.00000 44520.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2388.75000 21498.75| 1500.00000 13500.00| 1590.00000 14310.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 147096.24000 147096.24| 180000.00000 180000.00| 208502.00000 208502.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 899.97000 899.97| 40000.00000 40000.00| 74995.00000 74995.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 25265.000 m2 | 4.67000 117987.55| 3.25000 82111.25| 2.65000 66952.25 PAVEMENT, REMOVE | | | 0006 202-02241 1524.000 m | 7.70000 11734.80| 5.00000 7620.00| 9.01000 13731.24 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 2389.49000 2389.49| 15000.00000 15000.00| 21200.00000 21200.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-94793 169.420 m | 16.76000 2839.48| 15.00000 2541.30| 42.40000 7183.41 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0009 202-94810 2.000 EACH| 128.63000 257.26| 150.00000 300.00| 530.00000 1060.00 CURB TURNOUT, REMOVE | | | 0010 202-95027 1.000 EACH| 500.00000 500.00| 5.00000 5.00| 901.00000 901.00 IMPACT ATTENUATOR, REMOVE | | | 0011 203-02000 18436.000 m3 | 10.46000 192840.56| 8.00000 147488.00| 6.89000 127024.04 EXCAVATION, COMMON | | | 0012 205-03371 260.000 m3 | 20.23000 5259.80| 8.00000 2080.00| 15.90000 4134.00 SEDIMENT REMOVE | | | 0013 205-06931 280.100 Mg | 38.63000 10820.26| 10.00000 2801.00| 26.50000 7422.65 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06933 5.000 EACH| 55.00000 275.00| 55.00000 275.00| 58.30000 291.50 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 20.000 Mg | 65.74000 1314.80| 626.00000 12520.00| 10.60000 212.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 797.000 m | 5.36000 4271.92| 5.00000 3985.00| 5.72000 4558.84 TEMPORARY SILT FENCE | | | 0017 207-06499 36065.300 m2 | 2.61000 94130.43| 0.20000 7213.06| 1.70000 61311.01 SUBGRADE TREATMENT | | | 0018 211-02050 3.160 m3 | 169.90000 536.88| 159.00000 502.44| 53.00000 167.48 B BORROW | | | 0019 211-02060 988.310 m3 | 20.95000 20705.09| 0.01000 9.88| 0.01000 9.88 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-06959 133.000 Mg | 22.46000 2987.18| 40.00000 5320.00| 13.99000 1860.67 AGGREGATE , NO. 53D | | | 0021 303-52308 5332.000 Mg | 18.32000 97682.24| 20.00000 106640.00| 18.02000 96082.64 COMPACTED AGGREGATE, O, 53 | | | 0022 304-06464 7035.000 m3 | 41.20000 289842.00| 35.00000 246225.00| 38.58000 271410.30 SUBBASE FOR PCCP | | | 0023 305-05204 110.700 Mg | 100.00000 11070.00| 70.00000 7749.00| 106.00000 11734.20 HMA FOR PATCHING | | | 0024 305-05206 1228.200 Mg | 52.33000 64271.71| 50.00000 61410.00| 44.52000 54679.46 WIDENING WITH HMA | | | 0025 401-05467 32.900 m | 76.00000 2500.40| 110.25000 3627.23| 21.20000 697.48 MILLED HMA CORRUGATIONS | | | 0026 402-05474 79.000 Mg | 50.00000 3950.00| 50.00000 3950.00| 53.00000 4187.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 43.000 Mg | 50.00000 2150.00| 70.00000 3010.00| 53.00000 2279.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05487 652.900 Mg | 36.60000 23896.14| 50.00000 32645.00| 38.80000 25332.52 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0029 402-05490 319.600 Mg | 50.00000 15980.00| 50.00000 15980.00| 53.00000 16938.80 HMA SURFACE 9.5 mm, SHOULDER | | | 0030 405-05517 13.540 Mg | 300.00000 4062.00| 3.00000 40.62| 318.00000 4305.72 ASPHALT FOR PRIME COAT | | | 0031 406-05520 2.660 Mg | 300.00000 798.00| 3.00000 7.98| 318.00000 845.88 ASPHALT FOR TACK COAT | | | 0032 501-06266 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 14840.00000 14840.00 PROFILOGRAPH, PCCP | | | 0033 501-06914 26687.000 m2 | 23.75000 633816.25| 30.00000 800610.00| 32.38000 864125.06 QC/QA PCCP , 225 mm | | | 0034 503-03489 73.000 EACH| 16.61000 1212.53| 30.00000 2190.00| 12.72000 928.56 RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 503-05240 4822.000 m | 22.76000 109748.72| 26.00000 125372.00| 27.56000 132894.32 D-1 CONTRACTION JOINT | | | 0036 503-05310 21.300 m | 262.92000 5600.20| 500.00000 10650.00| 551.20000 11740.56 TERMINAL JOINT | | | 0037 506-06333 44.480 m2 | 101.63000 4520.50| 180.00000 8006.40| 127.20000 5657.86 PCCP PATCHING, FULL DEPTH | | | 0038 601-01626 1.000 EACH| 1700.00000 1700.00| 1350.00000 1350.00| 1802.00000 1802.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0039 601-04746 11.000 EACH| 5500.00000 60500.00| 7525.00000 82775.00| 5830.00000 64130.00 ENERGY ABSORBING TERMINAL, CZ | | | 0040 601-04792 4.000 EACH| 200.00000 800.00| 120.00000 480.00| 212.00000 848.00 GUARDRAIL TRANSITION , TYPE AS | | | 0041 601-05999 2.000 EACH| 50.00000 100.00| 45.00000 90.00| 53.00000 106.00 CURVED TERMINAL END | | | 0042 601-06035 181.540 m | 30.50000 5536.97| 24.00000 4356.96| 32.33000 5869.19 GUARDRAIL, RESET | | | 0043 601-06226 2.000 EACH| 52100.00000 104200.00| 50000.00000 100000.00| 55226.00000 110452.00 IMPACT ATTENUATOR, CR, W2, TL-2 | | | 0045 601-06584 1.000 EACH| 37100.00000 37100.00| 34824.14000 34824.14| 39326.00000 39326.00 IMPACT ATTENUATOR, ELITE , TL-2 | | | 0046 601-06584 1.000 EACH| 12840.00000 12840.00| 14000.00000 14000.00| 13610.40000 13610.40 IMPACT ATTENUATOR, ELITE SPARE APRTS | | | PACKAGE, TL-2 | | | 0047 601-94689 2.000 EACH| 2200.00000 4400.00| 2400.00000 4800.00| 2332.00000 4664.00 GUARDRAIL END TREATMENT, OS | | | 0048 601-97774 1.000 EACH| 800.00000 800.00| 900.00000 900.00| 848.00000 848.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0049 601-99105 514.350 m | 32.50000 16716.38| 34.00000 17487.90| 34.45000 17719.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 601-99108 107.125 m | 52.50000 5624.06| 48.50000 5195.56| 55.65000 5961.51 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0051 601-99123 4.000 EACH| 1900.00000 7600.00| 2275.00000 9100.00| 2014.00000 8056.00 GUARDRAIL TRANSITION, GP | | | 0052 602-06639 272.000 m | 21.39000 5818.08| 100.00000 27200.00| 81.62000 22200.64 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0053 602-06646 1289.000 m | 58.55000 75470.95| 50.00000 64450.00| 67.84000 87445.76 TEMPORARY CONCRETE BARRIER | | | 0054 603-06040 1283.000 m | 15.00000 19245.00| 15.50000 19886.50| 15.90000 20399.70 FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 604-06069 168.130 m2 | 40.63000 6831.12| 35.95000 6044.27| 44.04000 7404.45 CURB RAMP, CONCRETE | | | 0056 604-06070 2012.000 m2 | 22.91000 46094.92| 28.00000 56336.00| 22.74000 45752.88 SIDEWALK, CONCRETE | | | 0057 605-06105 2028.930 m | 18.77000 38083.02| 25.00000 50723.25| 23.43000 47537.83 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0058 605-06120 81.400 m | 27.16000 2210.82| 60.00000 4884.00| 57.24000 4659.34 CURB, CONCRETE | | | 0059 605-06140 95.300 m | 35.20000 3354.56| 60.00000 5718.00| 54.33000 5177.65 CURB AND GUTTER, CONCRETE | | | 0060 605-06205 66.700 m | 96.28000 6421.88| 60.00000 4002.00| 81.62000 5444.05 CENTER CURB, B, CONCRETE | | | 0061 605-06215 816.500 m | 100.08000 81715.32| 50.00000 40825.00| 81.62000 66642.73 CENTER CURB, D, CONCRETE | | | 0062 607-06335 172.800 m | 121.33000 20965.82| 60.00000 10368.00| 74.20000 12821.76 PAVED SIDE DITCH, A | | | 0063 607-90826 1.000 EACH| 1328.29000 1328.29| 2000.00000 2000.00| 3392.00000 3392.00 GUTTER TURNOUT, CONCRETE | | | 0064 610-05527 54.000 Mg | 50.00000 2700.00| 70.00000 3780.00| 53.00000 2862.00 HMA FOR APPROACHES | | | 0065 610-06259 112.160 m2 | 47.61000 5339.94| 75.00000 8412.00| 72.08000 8084.49 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0066 611-02715 2616.000 m2 | 34.61000 90539.76| 40.00000 104640.00| 39.22000 102599.52 CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 225 mm | | | 0067 611-05330 844.000 m2 | 31.78000 26822.32| 37.00000 31228.00| 37.10000 31312.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0068 611-06497 18.000 EACH| 120.00000 2160.00| 295.00000 5310.00| 116.60000 2098.80 MAILBOX ASSEMBLY, SINGLE | | | 0069 615-06515 7.000 EACH| 279.81000 1958.67| 135.00000 945.00| 106.00000 742.00 MONUMENT, D | | | 0070 615-06527 1.000 EACH| 305.02000 305.02| 450.00000 450.00| 212.00000 212.00 MONUMENT, SECTION CORNER | | | 0071 616-02320 2910.000 m2 | 1.67000 4859.70| 1.06000 3084.60| 2.12000 6169.20 GEOTEXTILES | | | 0072 616-06405 67.300 Mg | 39.11000 2632.10| 45.00000 3028.50| 26.50000 1783.45 RIPRAP, REVETMENT | | | 0073 616-06451 50.200 Mg | 83.34000 4183.67| 4.00000 200.80| 26.50000 1330.30 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 621-01004 2.000 EACH| 786.00000 1572.00| 786.00000 1572.00| 833.16000 1666.32 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0075 621-06545 1.280 Mg | 847.00000 1084.16| 847.00000 1084.16| 897.82000 1149.21 FERTILIZER | | | 0076 621-06554 182.000 kg | 10.25000 1865.50| 10.25000 1865.50| 10.87000 1978.34 SEED MIXTURE, U | | | 0077 621-06557 215.000 kg | 5.56000 1195.40| 5.56000 1195.40| 5.89000 1266.35 SEED MIXTURE, T | | | 0078 621-06565 10.800 Mg | 646.00000 6976.80| 646.00000 6976.80| 684.76000 7395.41 MULCHING MATERIAL | | | 0079 621-06567 215.000 kL | 0.55000 118.25| 0.55000 118.25| 0.58000 124.70 WATER | | | 0080 621-06575 11767.000 m2 | 3.40000 40007.80| 3.40000 40007.80| 3.60000 42361.20 SODDING, NURSERY | | | 0081 702-51005 3.400 m3 | 2501.74000 8505.92| 500.00000 1700.00| 2135.90000 7262.06 CONCRETE, A, SUBSTRUCTURE | | | 0082 703-51030 1862.000 kg | 1.22000 2271.64| 2.10000 3910.20| 2.23000 4152.26 REINFORCING STEEL | | | 0083 703-51032 627.000 kg | 1.47000 921.69| 3.60000 2257.20| 2.33000 1460.91 REINFORCING STEEL, EPOXY COATED | | | 0084 703-97703 2.000 EACH| 16.50000 33.00| 78.00000 156.00| 30.74000 61.48 THREADED BAR SPLICE, EPOXY COATED | | | 0085 704-51002 2.430 m3 | 4198.30000 10201.87| 2520.00000 6123.60| 4165.80000 10122.89 CONCRETE, C, SUPERSTRUCTURE | | | 0086 714-04802 55.770 m2 | 175.34000 9778.71| 280.00000 15615.60| 296.80000 16552.54 CONCRETE MODULAR BLOCK WALL | | | 0087 715-05048 2819.100 m | 7.81000 22017.17| 11.33000 31940.40| 10.60000 29882.46 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0088 715-05053 94.500 m | 15.97000 1509.17| 15.00000 1417.50| 21.20000 2003.40 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0089 715-05149 675.600 m | 69.53000 46974.47| 58.00000 39184.80| 164.30000 111001.08 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0090 715-05151 76.400 m | 74.43000 5686.45| 63.00000 4813.20| 169.60000 12957.44 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0091 715-05152 55.100 m | 85.62000 4717.66| 57.00000 3140.70| 175.96000 9695.40 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0092 715-05154 45.000 m | 92.95000 4182.75| 68.00000 3060.00| 188.68000 8490.60 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0093 715-05156 37.800 m | 112.47000 4251.37| 90.00000 3402.00| 208.82000 7893.40 PIPE, TYPE 2, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 715-05217 51.900 m | 79.03000 4101.66| 56.00000 2906.40| 139.92000 7261.85 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0095 715-05218 16.500 m | 82.31000 1358.12| 62.00000 1023.00| 143.10000 2361.15 PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0096 715-05595 1.000 m | 400.70000 400.70| 350.00000 350.00| 596.78000 596.78 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0097 715-05767 38.700 m | 80.73000 3124.25| 57.00000 2205.90| 175.96000 6809.65 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0098 715-07172 25.900 m | 68.70000 1779.33| 47.00000 1217.30| 164.30000 4255.37 PIPE, REINFORCED CONCRETE, II, DO.3=60, | | | 300 mm | | | 0099 715-46000 9.000 EACH| 130.31000 1172.79| 200.00000 1800.00| 174.90000 1574.10 PIPE END SECTION, 300 mm | | | 0100 715-46005 2.000 EACH| 137.31000 274.62| 210.00000 420.00| 196.10000 392.20 PIPE END SECTION, 375 mm | | | 0101 715-46010 3.000 EACH| 172.30000 516.90| 230.00000 690.00| 259.70000 779.10 PIPE END SECTION, 450 mm | | | 0102 715-46020 1.000 EACH| 280.30000 280.30| 270.00000 270.00| 349.80000 349.80 PIPE END SECTION, 600 mm | | | 0103 715-46030 1.000 EACH| 172.30000 172.30| 420.00000 420.00| 567.10000 567.10 PIPE END SECTION, 750 mm | | | 0104 718-06526 326.900 Mg | 48.00000 15691.20| 75.00000 24517.50| 50.88000 16632.67 HMA FOR UNDERDRAINS | | | 0105 718-06528 7.000 EACH| 270.33000 1892.31| 150.00000 1050.00| 424.00000 2968.00 OUTLET PROTECTOR, 1 | | | 0106 718-06531 6.000 EACH| 332.72000 1996.32| 175.00000 1050.00| 371.00000 2226.00 OUTLET PROTECTOR, 3 | | | 0107 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.18000 3180.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 718.800 m3 | 34.28000 24640.46| 28.00000 20126.40| 31.80000 22857.84 AGGREGATE FOR UNDERDRAINS | | | 0109 720-04682 1.000 EACH| 1099.36000 1099.36| 360.00000 360.00| 2650.00000 2650.00 INLET , RESET | | | 0110 720-44000 34.000 EACH| 232.74000 7913.16| 200.00000 6800.00| 265.00000 9010.00 CASTING, ADJUST TO GRADE | | | 0111 720-45145 14.000 EACH| 1085.65000 15199.10| 2050.00000 28700.00| 1219.00000 17066.00 INLET, J10, MODIFIED | | | 0112 720-45155 17.000 EACH| 1105.65000 18796.05| 2050.00000 34850.00| 1272.00000 21624.00 INLET, M10, MODIFIED | | | 0113 720-45270 4.000 EACH| 940.65000 3762.60| 1750.00000 7000.00| 954.00000 3816.00 PIPE CATCH BASIN, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 720-45410 1.000 EACH| 1520.31000 1520.31| 2750.00000 2750.00| 1272.00000 1272.00 MANHOLE, C4 | | | 0115 720-93411 4.000 EACH| 1456.34000 5825.36| 2450.00000 9800.00| 1643.00000 6572.00 INLET, C15, MODIFIED | | | 0116 720-94847 2.000 EACH| 1107.66000 2215.32| 2050.00000 4100.00| 1272.00000 2544.00 INLET, R13, MODIFIED | | | 0117 720-98174 2.000 EACH| 1456.35000 2912.70| 2450.00000 4900.00| 1643.00000 3286.00 INLET, B15 | | | 0118 720-99303 1.000 EACH| 390.62000 390.62| 626.63000 626.63| 530.00000 530.00 CLEANOUT PROTECTORS | | | 0119 724-51925 22.200 m | 284.75000 6321.45| 440.00000 9768.00| 318.00000 7059.60 STRUCTURAL EXPANSION JOINT, SS | | | 0120 732-02388 1.000 EACH| 574.53000 574.53| 700.00000 700.00| 1272.00000 1272.00 WATER MAIN ABANDONMENT, 200mm | | | 0121 732-02388 2.000 EACH| 522.52000 1045.04| 725.00000 1450.00| 1325.00000 2650.00 WATER MAIN ABANDONMENT, 300mm | | | 0124 732-06839 1.000 EACH| 1051.76000 1051.76| 5000.00000 5000.00| 4240.00000 4240.00 TAP , WET, 200 mm | | | 0125 732-06839 2.000 EACH| 1101.77000 2203.54| 6000.00000 12000.00| 5300.00000 10600.00 TAP , WET, 300 mm | | | 0126 732-91739 58.000 m | 141.92000 8231.36| 75.00000 4350.00| 148.40000 8607.20 WATER MAIN, DUCTILE IRON, 200 mm | | | 0127 732-91742 1.000 EACH| 2470.49000 2470.49| 1500.00000 1500.00| 1696.00000 1696.00 FIRE HYDRANT ASSEMBLY | | | 0128 732-91742 7.000 EACH| 419.24000 2934.68| 750.00000 5250.00| 1060.00000 7420.00 FIRE HYDRANT REPLACEMENT | | | 0129 732-94780 7.000 EACH| 463.72000 3246.04| 600.00000 4200.00| 768.50000 5379.50 WATER SERVICE CONNECTION | | | 0130 732-96670 65.000 m | 247.58000 16092.70| 105.00000 6825.00| 169.60000 11024.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0131 801-02595 2.000 EACH| 1500.00000 3000.00| 150.00000 300.00| 159.00000 318.00 CONTROLLER, RESET TIMING | | | 0132 801-04308 28.000 EACH| 100.00000 2800.00| 100.00000 2800.00| 106.00000 2968.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0134 801-06207 16600.000 m | 2.55000 42330.00| 2.55000 42330.00| 2.70000 44820.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0135 801-06469 1250.000 m | 5.10000 6375.00| 5.10000 6375.00| 5.41000 6762.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0136 801-06577 26.000 m | 15.00000 390.00| 15.00000 390.00| 15.90000 413.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 801-06605 31.000 EACH| 70.00000 2170.00| 70.00000 2170.00| 74.20000 2300.20 BARRICADE, IIIA | | | 0138 801-06606 54.000 EACH| 95.00000 5130.00| 95.00000 5130.00| 100.70000 5437.80 BARRICADE, IIIB | | | 0139 801-06640 49.000 EACH| 129.00000 6321.00| 129.00000 6321.00| 136.74000 6700.26 CONSTRUCTION SIGN, A | | | 0140 801-06645 3.000 EACH| 50.00000 150.00| 50.00000 150.00| 53.00000 159.00 CONSTRUCTION SIGN, B | | | 0141 801-06710 250.000 DAY | 11.00000 2750.00| 11.00000 2750.00| 11.66000 2915.00 FLASHING ARROW SIGN | | | 0142 801-06775 LUMP| 54345.46000 54345.46| 70000.00000 70000.00| 13886.00000 13886.00 MAINTAINING TRAFFIC | | | 0143 801-94295 17.000 EACH| 150.00000 2550.00| 180.00000 3060.00| 159.00000 2703.00 SIGNAL HEAD, RELOCATE | | | 0144 802-05701 148.380 m | 23.23000 3446.87| 21.50000 3190.17| 34.77000 5159.17 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0145 802-07059 38.000 EACH| 75.00000 2850.00| 20.00000 760.00| 37.10000 1409.80 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0146 802-76025 29.320 m2 | 16.86000 494.34| 139.30000 4084.28| 119.78000 3511.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0147 802-76035 11.790 m2 | 16.78000 197.84| 141.90000 1673.00| 125.50000 1479.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0148 802-76045 2.500 m2 | 16.92000 42.30| 154.80000 387.00| 131.23000 328.08 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0149 804-06771 30.000 EACH| 19.00000 570.00| 35.00000 1050.00| 23.32000 699.60 DELINEATOR POST, FLEXIBLE | | | 0150 805-01815 4.000 EACH| 1600.00000 6400.00| 1400.00000 5600.00| 1696.00000 6784.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0151 805-01816 3.000 EACH| 550.00000 1650.00| 800.00000 2400.00| 583.00000 1749.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0152 805-01842 8.000 EACH| 550.00000 4400.00| 500.00000 4000.00| 583.00000 4664.00 HANDHOLE, SIGNAL | | | 0153 805-02073 1.000 EACH| 3285.00000 3285.00| 3400.00000 3400.00| 3482.10000 3482.10 SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0154 805-02075 1.000 EACH| 2540.00000 2540.00| 2900.00000 2900.00| 2692.40000 2692.40 SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 805-02077 1.000 EACH| 3480.00000 3480.00| 3800.00000 3800.00| 3688.80000 3688.80 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0156 805-02087 LUMP| 1200.00000 1200.00| 1500.00000 1500.00| 1272.00000 1272.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0157 805-02150 2.000 EACH| 850.00000 1700.00| 900.00000 1800.00| 901.00000 1802.00 PEDESTRIAN SIGNAL HEAD, 460 mm , LED, | | | WITH COUNTDOWN FEATURES | | | 0158 805-02373 512.200 m | 8.20000 4200.04| 14.00000 7170.80| 8.69000 4451.02 INTERCONNECT CABLE, FIBER OPTIC , 6 PAIR| | | 0159 805-02437 1.000 EACH| 2500.00000 2500.00| 2200.00000 2200.00| 2650.00000 2650.00 CONTROLLER, RELOCATE AND REWIRE | | | 0160 805-02658 283.600 m | 4.92000 1395.31| 3.50000 992.60| 5.25000 1488.90 CABLE, COAXIAL | | | 0161 805-04782 2.000 EACH| 26750.00000 53500.00| 24000.00000 48000.00| 28355.00000 56710.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0162 805-06592 991.200 m | 29.52000 29260.22| 24.00000 23788.80| 31.29000 31014.65 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0163 805-78109 1.000 EACH| 11500.00000 11500.00| 12000.00000 12000.00| 12190.00000 12190.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0164 805-78205 10.000 EACH| 790.00000 7900.00| 890.00000 8900.00| 837.40000 8374.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0165 805-78215 4.000 EACH| 660.00000 2640.00| 860.00000 3440.00| 699.60000 2798.40 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0166 805-78230 4.000 EACH| 1275.00000 5100.00| 1375.00000 5500.00| 1351.50000 5406.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0167 805-78415 4.000 EACH| 900.00000 3600.00| 1000.00000 4000.00| 954.00000 3816.00 SPAN, CATENARY, AND TETHER | | | 0168 805-78420 4.000 EACH| 250.00000 1000.00| 180.00000 720.00| 265.00000 1060.00 DISCONNECT HANGER | | | 0169 805-78445 2.000 EACH| 450.00000 900.00| 380.00000 760.00| 477.00000 954.00 SIGNAL SERVICE | | | 0170 805-78467 18.400 m | 3.94000 72.50| 4.00000 73.60| 4.18000 76.91 SIGNAL CABLE, 3C 8GA. | | | 0171 805-78480 451.200 m | 1.64000 739.97| 1.80000 812.16| 1.74000 785.09 SIGNAL CABLE, 3C 14GA. | | | 0172 805-78485 441.100 m | 2.62000 1155.68| 2.30000 1014.53| 2.78000 1226.26 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 805-78490 455.400 m | 2.95000 1343.43| 2.70000 1229.58| 3.13000 1425.40 SIGNAL CABLE, 7C 14GA. | | | 0174 805-78925 2.000 EACH| 500.00000 1000.00| 650.00000 1300.00| 530.00000 1060.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0176 805-86889 1372.000 m | 0.82000 1125.04| 0.70000 960.40| 0.87000 1193.64 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0177 805-86920 183.000 EACH| 25.00000 4575.00| 15.00000 2745.00| 26.50000 4849.50 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0178 805-86930 130.000 EACH| 25.00000 3250.00| 15.00000 1950.00| 26.50000 3445.00 INSULATING LINK, NOT WATERPROOFED | | | 0179 805-90267 28.600 m | 19.68000 562.85| 70.00000 2002.00| 20.86000 596.60 CONDUIT, STEEL, GALVANIZED, 75 mm | | | 0180 805-96014 158.000 m | 4.00000 632.00| 4.00000 632.00| 9.54000 1507.32 SAW CUT, FULL DEPTH | | | 0181 805-96121 2.000 EACH| 150.00000 300.00| 90.00000 180.00| 159.00000 318.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0182 805-98335 2610.600 m | 8.20000 21406.92| 9.50000 24800.70| 8.69000 22686.11 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0183 805-98336 488.000 m | 8.20000 4001.60| 9.50000 4636.00| 8.69000 4240.72 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0184 807-02191 3.000 EACH| 550.00000 1650.00| 475.00000 1425.00| 583.00000 1749.00 HANDHOLE, LIGHTING | | | 0185 807-02193 65.000 EACH| 550.00000 35750.00| 500.00000 32500.00| 583.00000 37895.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0186 807-02194 1.000 EACH| 4500.00000 4500.00| 5000.00000 5000.00| 4770.00000 4770.00 SERVICE POINT, II, MODIFIED | | | 0187 807-02782 1.000 EACH| 750.00000 750.00| 500.00000 500.00| 795.00000 795.00 LUMINAIRE MAST ARM, 3.7 m | | | 0188 807-02785 1.000 EACH| 950.00000 950.00| 700.00000 700.00| 1007.00000 1007.00 LUMINAIRE MAST ARM, 7.6 m | | | 0189 807-03950 65.000 EACH| 510.00000 33150.00| 550.00000 35750.00| 540.60000 35139.00 LUMINAIRE, ORNAMENTAL | | | 0190 807-03951 65.000 EACH| 1080.00000 70200.00| 1550.00000 100750.00| 1144.80000 74412.00 LIGHT POLE, ORNAMENTAL | | | 0191 807-04781 1.000 EACH| 975.00000 975.00| 900.00000 900.00| 1033.50000 1033.50 LUMINAIRE MAST ARM, 9.1 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 38-1625197 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0192 807-05898 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1113.00000 4452.00 LUMINAIRE MAST ARM, 10.5 m | | | 0193 807-86910 65.000 EACH| 25.00000 1625.00| 24.00000 1560.00| 26.50000 1722.50 CONNECTOR KIT, UNFUSED | | | 0194 807-86915 65.000 EACH| 28.00000 1820.00| 24.00000 1560.00| 29.68000 1929.20 CONNECTOR KIT, FUSED | | | 0195 807-86955 27.000 EACH| 150.00000 4050.00| 45.00000 1215.00| 159.00000 4293.00 CABLE DUCT MARKER | | | 0196 808-03002 897.000 m | 1.33000 1193.01| 1.33000 1193.01| 1.41000 1264.77 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0197 808-03631 4160.000 m | 1.33000 5532.80| 1.33000 5532.80| 1.41000 5865.60 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0198 808-03632 3442.000 m | 1.33000 4577.86| 1.33000 4577.86| 1.41000 4853.22 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0199 808-06716 2105.000 m | 1.40000 2947.00| 1.40000 2947.00| 1.48000 3115.40 LINE, REMOVE | | | 0200 808-06849 28.800 m | 15.50000 446.40| 15.50000 446.40| 16.43000 473.18 LINE, EPOXY, DOTTED, YELLOW, 100 mm, | | | 600 mm LINE, 1200 mm GAP | | | 0201 808-74805 147.800 m | 32.00000 4729.60| 32.00000 4729.60| 33.92000 5013.38 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0202 808-74807 21.000 EACH| 181.00000 3801.00| 181.00000 3801.00| 191.86000 4029.06 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0203 808-74808 12.000 EACH| 190.00000 2280.00| 190.00000 2280.00| 201.40000 2416.80 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0204 808-94455 234.000 m | 11.00000 2574.00| 11.00000 2574.00| 11.66000 2728.44 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | 0205 732-04964 26.000 m | 966.75000 25135.50| 600.00000 15600.00| 1033.50000 26871.00 WATER MAIN , BORE AND JACK, 500 mm | | | STEEL CASING CARRIER | | | 0206 732-02388 2.000 EACH| 601.77000 1203.54| 400.00000 800.00| 848.00000 1696.00 WATER MAIN , BACTERIOLOGICAL SAMPLING | | | POINT | | | 0207 805-81060 4.000 EACH| 3400.00000 13600.00| 3900.00000 15600.00| 3604.00000 14416.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | SECTION TOTALS | $ 3,559,944.28| $ 3,698,848.17| $ 3,961,468.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,559,944.28| $ 3,698,848.17| $ 3,961,468.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP| 122458.37000 122458.37| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2500.00000 22500.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 200000.00000 200000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 80000.00000 80000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 25265.000 m2 | 5.00000 126325.00| | PAVEMENT, REMOVE | | | 0006 202-02241 1524.000 m | 8.50000 12954.00| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 20000.00000 20000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-94793 169.420 m | 45.00000 7623.90| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0009 202-94810 2.000 EACH| 300.00000 600.00| | CURB TURNOUT, REMOVE | | | 0010 202-95027 1.000 EACH| 670.00000 670.00| | IMPACT ATTENUATOR, REMOVE | | | 0011 203-02000 18436.000 m3 | 12.00000 221232.00| | EXCAVATION, COMMON | | | 0012 205-03371 260.000 m3 | 13.43000 3491.80| | SEDIMENT REMOVE | | | 0013 205-06931 280.100 Mg | 30.90000 8655.09| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 5.000 EACH| 55.00000 275.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 20.000 Mg | 115.88000 2317.60| | TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 797.000 m | 5.36000 4271.92| | TEMPORARY SILT FENCE | | | 0017 207-06499 36065.300 m2 | 3.09000 111441.78| | SUBGRADE TREATMENT | | | 0018 211-02050 3.160 m3 | 80.40000 254.06| | B BORROW | | | 0019 211-02060 988.310 m3 | 11.92000 11780.66| | B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-06959 133.000 Mg | 18.90000 2513.70| | AGGREGATE , NO. 53D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 303-52308 5332.000 Mg | 20.00000 106640.00| | COMPACTED AGGREGATE, O, 53 | | | 0022 304-06464 7035.000 m3 | 35.57000 250234.95| | SUBBASE FOR PCCP | | | 0023 305-05204 110.700 Mg | 225.00000 24907.50| | HMA FOR PATCHING | | | 0024 305-05206 1228.200 Mg | 91.50000 112380.30| | WIDENING WITH HMA | | | 0025 401-05467 32.900 m | 76.00000 2500.40| | MILLED HMA CORRUGATIONS | | | 0026 402-05474 79.000 Mg | 55.00000 4345.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 43.000 Mg | 55.00000 2365.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05487 652.900 Mg | 36.60000 23896.14| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0029 402-05490 319.600 Mg | 55.00000 17578.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0030 405-05517 13.540 Mg | 300.00000 4062.00| | ASPHALT FOR PRIME COAT | | | 0031 406-05520 2.660 Mg | 300.00000 798.00| | ASPHALT FOR TACK COAT | | | 0032 501-06266 LUMP| 3578.13000 3578.13| | PROFILOGRAPH, PCCP | | | 0033 501-06914 26687.000 m2 | 26.90000 717880.30| | QC/QA PCCP , 225 mm | | | 0034 503-03489 73.000 EACH| 25.00000 1825.00| | RETROFITTED TIE BARS | | | 0035 503-05240 4822.000 m | 23.00000 110906.00| | D-1 CONTRACTION JOINT | | | 0036 503-05310 21.300 m | 375.32000 7994.32| | TERMINAL JOINT | | | 0037 506-06333 44.480 m2 | 117.90000 5244.19| | PCCP PATCHING, FULL DEPTH | | | 0038 601-01626 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0039 601-04746 11.000 EACH| 5500.00000 60500.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0040 601-04792 4.000 EACH| 200.00000 800.00| | GUARDRAIL TRANSITION , TYPE AS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 601-05999 2.000 EACH| 50.00000 100.00| | CURVED TERMINAL END | | | 0042 601-06035 181.540 m | 30.50000 5536.97| | GUARDRAIL, RESET | | | 0043 601-06226 2.000 EACH| 52100.00000 104200.00| | IMPACT ATTENUATOR, CR, W2, TL-2 | | | 0045 601-06584 1.000 EACH| 37100.00000 37100.00| | IMPACT ATTENUATOR, ELITE , TL-2 | | | 0046 601-06584 1.000 EACH| 12840.00000 12840.00| | IMPACT ATTENUATOR, ELITE SPARE APRTS | | | PACKAGE, TL-2 | | | 0047 601-94689 2.000 EACH| 2200.00000 4400.00| | GUARDRAIL END TREATMENT, OS | | | 0048 601-97774 1.000 EACH| 800.00000 800.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0049 601-99105 514.350 m | 32.50000 16716.38| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 601-99108 107.125 m | 52.50000 5624.06| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0051 601-99123 4.000 EACH| 1900.00000 7600.00| | GUARDRAIL TRANSITION, GP | | | 0052 602-06639 272.000 m | 55.45000 15082.40| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0053 602-06646 1289.000 m | 36.84000 47486.76| | TEMPORARY CONCRETE BARRIER | | | 0054 603-06040 1283.000 m | 15.00000 19245.00| | FENCE, FARM FIELD, 1190 mm | | | 0055 604-06069 168.130 m2 | 45.60000 7666.73| | CURB RAMP, CONCRETE | | | 0056 604-06070 2012.000 m2 | 34.05000 68508.60| | SIDEWALK, CONCRETE | | | 0057 605-06105 2028.930 m | 13.07000 26518.12| | CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0058 605-06120 81.400 m | 51.43000 4186.40| | CURB, CONCRETE | | | 0059 605-06140 95.300 m | 60.00000 5718.00| | CURB AND GUTTER, CONCRETE | | | 0060 605-06205 66.700 m | 123.30000 8224.11| | CENTER CURB, B, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 605-06215 816.500 m | 66.14000 54003.31| | CENTER CURB, D, CONCRETE | | | 0062 607-06335 172.800 m | 94.40000 16312.32| | PAVED SIDE DITCH, A | | | 0063 607-90826 1.000 EACH| 600.00000 600.00| | GUTTER TURNOUT, CONCRETE | | | 0064 610-05527 54.000 Mg | 50.00000 2700.00| | HMA FOR APPROACHES | | | 0065 610-06259 112.160 m2 | 54.15000 6073.46| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0066 611-02715 2616.000 m2 | 37.55000 98230.80| | CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 225 mm | | | 0067 611-05330 844.000 m2 | 41.72000 35211.68| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0068 611-06497 18.000 EACH| 110.00000 1980.00| | MAILBOX ASSEMBLY, SINGLE | | | 0069 615-06515 7.000 EACH| 100.00000 700.00| | MONUMENT, D | | | 0070 615-06527 1.000 EACH| 200.00000 200.00| | MONUMENT, SECTION CORNER | | | 0071 616-02320 2910.000 m2 | 2.74000 7973.40| | GEOTEXTILES | | | 0072 616-06405 67.300 Mg | 59.11000 3978.10| | RIPRAP, REVETMENT | | | 0073 616-06451 50.200 Mg | 40.29000 2022.56| | RIPRAP, UNIFORM | | | 0074 621-01004 2.000 EACH| 250.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0075 621-06545 1.280 Mg | 590.00000 755.20| | FERTILIZER | | | 0076 621-06554 182.000 kg | 7.20000 1310.40| | SEED MIXTURE, U | | | 0077 621-06557 215.000 kg | 9.90000 2128.50| | SEED MIXTURE, T | | | 0078 621-06565 10.800 Mg | 428.00000 4622.40| | MULCHING MATERIAL | | | 0079 621-06567 215.000 kL | 1.15000 247.25| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 621-06575 11767.000 m2 | 3.29000 38713.43| | SODDING, NURSERY | | | 0081 702-51005 3.400 m3 | 1500.00000 5100.00| | CONCRETE, A, SUBSTRUCTURE | | | 0082 703-51030 1862.000 kg | 1.24000 2308.88| | REINFORCING STEEL | | | 0083 703-51032 627.000 kg | 1.42000 890.34| | REINFORCING STEEL, EPOXY COATED | | | 0084 703-97703 2.000 EACH| 100.00000 200.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0085 704-51002 2.430 m3 | 3500.00000 8505.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0086 714-04802 55.770 m2 | 227.72000 12699.94| | CONCRETE MODULAR BLOCK WALL | | | 0087 715-05048 2819.100 m | 7.27000 20494.86| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0088 715-05053 94.500 m | 55.77000 5270.27| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0089 715-05149 675.600 m | 101.97000 68890.93| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0090 715-05151 76.400 m | 90.23000 6893.57| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0091 715-05152 55.100 m | 137.64000 7583.96| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0092 715-05154 45.000 m | 126.66000 5699.70| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0093 715-05156 37.800 m | 208.28000 7872.98| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0094 715-05217 51.900 m | 82.57000 4285.38| | PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0095 715-05218 16.500 m | 91.42000 1508.43| | PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0096 715-05595 1.000 m | 720.14000 720.14| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0097 715-05767 38.700 m | 117.76000 4557.31| | PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0098 715-07172 25.900 m | 88.60000 2294.74| | PIPE, REINFORCED CONCRETE, II, DO.3=60, | | | 300 mm | | | 0099 715-46000 9.000 EACH| 177.00000 1593.00| | PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 715-46005 2.000 EACH| 194.50000 389.00| | PIPE END SECTION, 375 mm | | | 0101 715-46010 3.000 EACH| 214.51000 643.53| | PIPE END SECTION, 450 mm | | | 0102 715-46020 1.000 EACH| 254.50000 254.50| | PIPE END SECTION, 600 mm | | | 0103 715-46030 1.000 EACH| 454.00000 454.00| | PIPE END SECTION, 750 mm | | | 0104 718-06526 326.900 Mg | 48.00000 15691.20| | HMA FOR UNDERDRAINS | | | 0105 718-06528 7.000 EACH| 762.17000 5335.19| | OUTLET PROTECTOR, 1 | | | 0106 718-06531 6.000 EACH| 544.26000 3265.56| | OUTLET PROTECTOR, 3 | | | 0107 718-06532 1000.000 m | 3.28000 3280.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 718.800 m3 | 35.76000 25704.29| | AGGREGATE FOR UNDERDRAINS | | | 0109 720-04682 1.000 EACH| 1913.95000 1913.95| | INLET , RESET | | | 0110 720-44000 34.000 EACH| 650.00000 22100.00| | CASTING, ADJUST TO GRADE | | | 0111 720-45145 14.000 EACH| 1879.63000 26314.82| | INLET, J10, MODIFIED | | | 0112 720-45155 17.000 EACH| 1816.08000 30873.36| | INLET, M10, MODIFIED | | | 0113 720-45270 4.000 EACH| 1526.61000 6106.44| | PIPE CATCH BASIN, 450 mm | | | 0114 720-45410 1.000 EACH| 2244.50000 2244.50| | MANHOLE, C4 | | | 0115 720-93411 4.000 EACH| 2087.78000 8351.12| | INLET, C15, MODIFIED | | | 0116 720-94847 2.000 EACH| 1908.12000 3816.24| | INLET, R13, MODIFIED | | | 0117 720-98174 2.000 EACH| 2130.67000 4261.34| | INLET, B15 | | | 0118 720-99303 1.000 EACH| 575.90000 575.90| | CLEANOUT PROTECTORS | | | 0119 724-51925 22.200 m | 307.51000 6826.72| | STRUCTURAL EXPANSION JOINT, SS | | | 0120 732-02388 1.000 EACH| 944.06000 944.06| | WATER MAIN ABANDONMENT, 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 732-02388 2.000 EACH| 1396.24000 2792.48| | WATER MAIN ABANDONMENT, 300mm | | | 0124 732-06839 1.000 EACH| 3867.03000 3867.03| | TAP , WET, 200 mm | | | 0125 732-06839 2.000 EACH| 4867.03000 9734.06| | TAP , WET, 300 mm | | | 0126 732-91739 58.000 m | 141.11000 8184.38| | WATER MAIN, DUCTILE IRON, 200 mm | | | 0127 732-91742 1.000 EACH| 3273.29000 3273.29| | FIRE HYDRANT ASSEMBLY | | | 0128 732-91742 7.000 EACH| 666.92000 4668.44| | FIRE HYDRANT REPLACEMENT | | | 0129 732-94780 7.000 EACH| 550.51000 3853.57| | WATER SERVICE CONNECTION | | | 0130 732-96670 65.000 m | 180.40000 11726.00| | WATER MAIN, DUCTILE IRON, 300 mm | | | 0131 801-02595 2.000 EACH| 150.00000 300.00| | CONTROLLER, RESET TIMING | | | 0132 801-04308 28.000 EACH| 100.00000 2800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0134 801-06207 16600.000 m | 2.55000 42330.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0135 801-06469 1250.000 m | 5.10000 6375.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0136 801-06577 26.000 m | 15.00000 390.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0137 801-06605 31.000 EACH| 200.00000 6200.00| | BARRICADE, IIIA | | | 0138 801-06606 54.000 EACH| 200.00000 10800.00| | BARRICADE, IIIB | | | 0139 801-06640 49.000 EACH| 129.00000 6321.00| | CONSTRUCTION SIGN, A | | | 0140 801-06645 3.000 EACH| 50.00000 150.00| | CONSTRUCTION SIGN, B | | | 0141 801-06710 250.000 DAY | 11.00000 2750.00| | FLASHING ARROW SIGN | | | 0142 801-06775 LUMP| 75000.00000 75000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0143 801-94295 17.000 EACH| 150.00000 2550.00| | SIGNAL HEAD, RELOCATE | | | 0144 802-05701 148.380 m | 32.80000 4866.86| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0145 802-07059 38.000 EACH| 35.00000 1330.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0146 802-76025 29.320 m2 | 113.02000 3313.75| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0147 802-76035 11.790 m2 | 118.40000 1395.94| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0148 802-76045 2.500 m2 | 123.78000 309.45| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0149 804-06771 30.000 EACH| 35.00000 1050.00| | DELINEATOR POST, FLEXIBLE | | | 0150 805-01815 4.000 EACH| 1600.00000 6400.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0151 805-01816 3.000 EACH| 550.00000 1650.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0152 805-01842 8.000 EACH| 550.00000 4400.00| | HANDHOLE, SIGNAL | | | 0153 805-02073 1.000 EACH| 3285.00000 3285.00| | SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0154 805-02075 1.000 EACH| 2540.00000 2540.00| | SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM | | | 0155 805-02077 1.000 EACH| 3480.00000 3480.00| | SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0156 805-02087 LUMP| 1200.00000 1200.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0157 805-02150 2.000 EACH| 850.00000 1700.00| | PEDESTRIAN SIGNAL HEAD, 460 mm , LED, | | | WITH COUNTDOWN FEATURES | | | 0158 805-02373 512.200 m | 8.20000 4200.04| | INTERCONNECT CABLE, FIBER OPTIC , 6 PAIR| | | 0159 805-02437 1.000 EACH| 2500.00000 2500.00| | CONTROLLER, RELOCATE AND REWIRE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 805-02658 283.600 m | 4.92000 1395.31| | CABLE, COAXIAL | | | 0161 805-04782 2.000 EACH| 26750.00000 53500.00| | VIDEO VEHICLE DETECTOR SYSTEM | | | 0162 805-06592 991.200 m | 29.52000 29260.22| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0163 805-78109 1.000 EACH| 11500.00000 11500.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0164 805-78205 10.000 EACH| 790.00000 7900.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0165 805-78215 4.000 EACH| 660.00000 2640.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0166 805-78230 4.000 EACH| 1275.00000 5100.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0167 805-78415 4.000 EACH| 900.00000 3600.00| | SPAN, CATENARY, AND TETHER | | | 0168 805-78420 4.000 EACH| 250.00000 1000.00| | DISCONNECT HANGER | | | 0169 805-78445 2.000 EACH| 450.00000 900.00| | SIGNAL SERVICE | | | 0170 805-78467 18.400 m | 3.94000 72.50| | SIGNAL CABLE, 3C 8GA. | | | 0171 805-78480 451.200 m | 1.64000 739.97| | SIGNAL CABLE, 3C 14GA. | | | 0172 805-78485 441.100 m | 2.62000 1155.68| | SIGNAL CABLE, 5C 14GA. | | | 0173 805-78490 455.400 m | 2.95000 1343.43| | SIGNAL CABLE, 7C 14GA. | | | 0174 805-78925 2.000 EACH| 500.00000 1000.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0176 805-86889 1372.000 m | 0.82000 1125.04| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0177 805-86920 183.000 EACH| 25.00000 4575.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0178 805-86930 130.000 EACH| 25.00000 3250.00| | INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0179 805-90267 28.600 m | 19.68000 562.85| | CONDUIT, STEEL, GALVANIZED, 75 mm | | | 0180 805-96014 158.000 m | 4.00000 632.00| | SAW CUT, FULL DEPTH | | | 0181 805-96121 2.000 EACH| 150.00000 300.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0182 805-98335 2610.600 m | 8.20000 21406.92| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0183 805-98336 488.000 m | 8.20000 4001.60| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0184 807-02191 3.000 EACH| 550.00000 1650.00| | HANDHOLE, LIGHTING | | | 0185 807-02193 65.000 EACH| 550.00000 35750.00| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0186 807-02194 1.000 EACH| 4500.00000 4500.00| | SERVICE POINT, II, MODIFIED | | | 0187 807-02782 1.000 EACH| 750.00000 750.00| | LUMINAIRE MAST ARM, 3.7 m | | | 0188 807-02785 1.000 EACH| 950.00000 950.00| | LUMINAIRE MAST ARM, 7.6 m | | | 0189 807-03950 65.000 EACH| 510.00000 33150.00| | LUMINAIRE, ORNAMENTAL | | | 0190 807-03951 65.000 EACH| 1080.00000 70200.00| | LIGHT POLE, ORNAMENTAL | | | 0191 807-04781 1.000 EACH| 975.00000 975.00| | LUMINAIRE MAST ARM, 9.1 m | | | 0192 807-05898 4.000 EACH| 1050.00000 4200.00| | LUMINAIRE MAST ARM, 10.5 m | | | 0193 807-86910 65.000 EACH| 25.00000 1625.00| | CONNECTOR KIT, UNFUSED | | | 0194 807-86915 65.000 EACH| 28.00000 1820.00| | CONNECTOR KIT, FUSED | | | 0195 807-86955 27.000 EACH| 150.00000 4050.00| | CABLE DUCT MARKER | | | 0196 808-03002 897.000 m | 1.33000 1193.01| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0197 808-03631 4160.000 m | 1.33000 5532.80| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 261 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,409,058.94 ROUTE : CALL ORDER : 261 CONTRACT ID : R -26235-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0198 808-03632 3442.000 m | 1.33000 4577.86| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0199 808-06716 2105.000 m | 1.40000 2947.00| | LINE, REMOVE | | | 0200 808-06849 28.800 m | 15.50000 446.40| | LINE, EPOXY, DOTTED, YELLOW, 100 mm, | | | 600 mm LINE, 1200 mm GAP | | | 0201 808-74805 147.800 m | 32.00000 4729.60| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0202 808-74807 21.000 EACH| 181.00000 3801.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0203 808-74808 12.000 EACH| 190.00000 2280.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0204 808-94455 234.000 m | 11.00000 2574.00| | TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | 0205 732-04964 26.000 m | 818.42000 21278.92| | WATER MAIN , BORE AND JACK, 500 mm | | | STEEL CASING CARRIER | | | 0206 732-02388 2.000 EACH| 835.00000 1670.00| | WATER MAIN , BACTERIOLOGICAL SAMPLING | | | POINT | | | 0207 805-81060 4.000 EACH| 3400.00000 13600.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | SECTION TOTALS | $ 4,060,929.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,060,929.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 271 CONTRACT ID : R -26239-A COUNTIES : JASPER LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 853,303.52 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 962,924.27 112.8466% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 951,238.59 ROUTE : CALL ORDER : 281 CONTRACT ID : R -26245-A COUNTIES : HOWARD LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : K320028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 880,375.23 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 1,158,566.55 131.5991% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-0999231 | |MOHR CONSTRUCTION CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 14405.00000 14405.00| 29000.00000 29000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 2100.00000 10500.00| 1500.00000 7500.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 24011.53000 24011.53| 55400.00000 55400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 11000.00000 11000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 1845.000 SYS | 5.00000 9225.00| 8.57000 15811.65| PAVEMENT, REMOVE | | | 0006 202-02260 2.000 EACH| 150.00000 300.00| 500.00000 1000.00| TREE, 30 IN., REMOVE | | | 0007 202-60820 1105.000 SYS | 3.40000 3757.00| 3.52000 3889.60| SURFACE MILLING, ASPHALT | | | 0008 203-02000 4800.000 CYS | 10.21000 49008.00| 13.00000 62400.00| EXCAVATION, COMMON | | | 0009 205-06931 6.000 TON | 25.00000 150.00| 122.62000 735.72| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 7.000 EACH| 64.50000 451.50| 63.88000 447.16| TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 130.000 LFT | 3.82000 496.60| 3.78000 491.40| TEMPORARY SILT FENCE | | | 0012 207-06499 8645.000 SYS | 3.30000 28528.50| 8.00000 69160.00| SUBGRADE TREATMENT | | | 0013 211-02060 4080.000 CYS | 21.50000 87720.00| 16.00000 65280.00| B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 530.000 TON | 14.78000 7833.40| 18.92000 10027.60| COMPACTED AGGREGATE, O, 53 | | | 0015 401-05437 4205.000 TON | 34.60000 145493.00| 43.31000 182118.55| QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 281 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 951,238.59 ROUTE : CALL ORDER : 281 CONTRACT ID : R -26245-A COUNTIES : HOWARD LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-0999231 | |MOHR CONSTRUCTION CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05455 1110.000 TON | 38.99000 43278.90| 48.37000 53690.70| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 600.000 TON | 48.51000 29106.00| 70.38000 42228.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05470 1925.000 TON | 34.60000 66605.00| 39.90000 76807.50| HMA BASE C25.0 mm, MAINLINE | | | 0019 402-05481 90.000 TON | 44.52000 4006.80| 45.56000 4100.40| HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 541.000 SYS | 3.00000 1623.00| 2.40000 1298.40| SEAL COAT, 2 | | | 0021 405-05518 541.000 SYS | 1.28000 692.48| 0.30000 162.30| ASPHALT FOR PRIME COAT | | | 0022 406-05520 8.000 TON | 378.98000 3031.84| 284.97000 2279.76| ASPHALT FOR TACK COAT | | | 0023 604-06069 97.000 SYS | 48.21000 4676.37| 38.00000 3686.00| CURB RAMP, CONCRETE | | | 0024 604-91531 573.000 SYS | 25.64000 14691.72| 23.00000 13179.00| SIDEWALK, CONCRETE, 4 IN. | | | 0025 605-06155 1161.000 LFT | 11.00000 12771.00| 13.00000 15093.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0026 610-05527 50.000 TON | 48.29000 2414.50| 86.62000 4331.00| HMA FOR APPROACHES | | | 0027 611-05330 865.000 SYS | 33.00000 28545.00| 35.00000 30275.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0028 611-06497 11.000 EACH| 172.00000 1892.00| 149.06000 1639.66| MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 8.000 EACH| 188.13000 1505.04| 159.71000 1277.68| RIGHT OF WAY MARKER | | | 0030 615-06527 1.000 EACH| 591.25000 591.25| 489.78000 489.78| MONUMENT, SECTION CORNER | | | 0031 621-01004 1.000 EACH| 215.00000 215.00| 212.95000 212.95| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 0.100 TON | 825.60000 82.56| 817.72000 81.77| FERTILIZER | | | 0033 621-06557 30.000 LBS | 10.71000 321.30| 10.60000 318.00| SEED MIXTURE, T | | | 0034 621-06565 0.700 TON | 629.95000 440.97| 623.93000 436.75| MULCHING MATERIAL | | | 0035 621-06567 14.000 MG | 2.15000 30.10| 2.13000 29.82| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 281 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 951,238.59 ROUTE : CALL ORDER : 281 CONTRACT ID : R -26245-A COUNTIES : HOWARD LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-0999231 | |MOHR CONSTRUCTION CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06575 3260.000 SYS | 3.15000 10269.00| 2.87000 9356.20| SODDING, NURSERY | | | 0037 715-05048 1967.000 LFT | 5.59000 10995.53| 2.49000 4897.83| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0038 715-05149 690.000 LFT | 23.27000 16056.30| 29.33000 20237.70| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0039 715-05151 285.000 LFT | 24.86000 7085.10| 33.18000 9456.30| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0040 715-05161 635.000 LFT | 104.20000 66167.00| 154.58000 98158.30| PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0041 718-52610 182.000 CYS | 35.26000 6417.32| 32.05000 5833.10| AGGREGATE FOR UNDERDRAINS | | | 0042 718-99153 1885.000 SYS | 0.54000 1017.90| 0.94000 1771.90| GEOTEXTILES FOR UNDERDRAIN | | | 0043 720-44000 3.000 EACH| 250.00000 750.00| 500.00000 1500.00| CASTING, ADJUST TO GRADE | | | 0044 720-45035 1.000 EACH| 751.51000 751.51| 900.00000 900.00| INLET, F7 | | | 0045 720-45250 4.000 EACH| 1449.26000 5797.04| 1200.00000 4800.00| CATCH BASIN, K10 | | | 0046 720-45270 4.000 EACH| 502.84000 2011.36| 800.00000 3200.00| PIPE CATCH BASIN, 18 IN. | | | 0047 720-45275 1.000 EACH| 594.80000 594.80| 1000.00000 1000.00| PIPE CATCH BASIN, 24 IN. | | | 0048 720-91352 1.000 EACH| 988.01000 988.01| 1200.00000 1200.00| CATCH BASIN, F7 | | | 0049 720-94612 4.000 EACH| 4519.30000 18077.20| 4500.00000 18000.00| MANHOLE, K4 | | | 0050 720-98174 2.000 EACH| 1766.35000 3532.70| 1500.00000 3000.00| INLET, B15 | | | 0051 720-99417 2.000 EACH| 1943.72000 3887.44| 1700.00000 3400.00| CATCH BASIN, C15 | | | 0052 801-04308 10.000 EACH| 241.88000 2418.80| 170.36000 1703.60| ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06606 8.000 EACH| 107.50000 860.00| 85.18000 681.44| BARRICADE, IIIB | | | 0054 801-06625 29.000 EACH| 64.50000 1870.50| 90.50000 2624.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 12.000 EACH| 86.00000 1032.00| 63.88000 766.56| CONSTRUCTION SIGN, A | | | 0056 801-06645 4.000 EACH| 1.08000 4.32| 29.28000 117.12| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 281 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 951,238.59 ROUTE : CALL ORDER : 281 CONTRACT ID : R -26245-A COUNTIES : HOWARD LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-0999231 | |MOHR CONSTRUCTION CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 802-02489 31.500 LFT | 13.91000 438.17| 14.21000 447.62| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0058 802-76025 65.000 SFT | 31.25000 2031.25| 32.03000 2081.95| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0059 802-76035 27.000 SFT | 34.74000 937.98| 35.49000 958.23| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0060 802-76045 37.500 SFT | 36.93000 1384.88| 37.65000 1411.88| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0061 805-01842 9.000 EACH| 587.25000 5285.25| 595.09000 5355.81| HANDHOLE, SIGNAL | | | 0062 805-02151 8.000 EACH| 728.25000 5826.00| 725.06000 5800.48| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0063 805-06592 1850.000 LFT | 10.43000 19295.50| 10.71000 19813.50| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0064 805-07098 2.000 EACH| 636.71000 1273.42| 637.63000 1275.26| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN., | | | RED LED, AMBER, GREEN LED | | | 0065 805-07099 6.000 EACH| 1097.95000 6587.70| 1096.61000 6579.66| TRAFFIC SIGNAL HEAD, 5 FACE, 12., RED | | | LED, AMBER, AMBER ARROW LED, GREEN LED, | | | GREEN ARROW LED | | | 0066 805-78100 1.000 EACH| 7999.05000 7999.05| 7960.33000 7960.33| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0067 805-78415 4.000 EACH| 1013.30000 4053.20| 1027.83000 4111.32| SPAN, CATENARY, AND TETHER | | | 0068 805-78420 4.000 EACH| 195.50000 782.00| 196.32000 785.28| DISCONNECT HANGER | | | 0069 805-78445 1.000 EACH| 421.70000 421.70| 431.12000 431.12| SIGNAL SERVICE | | | 0070 805-78467 30.000 LFT | 1.20000 36.00| 1.21000 36.30| SIGNAL CABLE, 3C 8GA. | | | 0071 805-78470 5244.000 LFT | 0.42000 2202.48| 0.43000 2254.92| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0072 805-78485 865.000 LFT | 0.78000 674.70| 0.80000 692.00| SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 281 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 951,238.59 ROUTE : CALL ORDER : 281 CONTRACT ID : R -26245-A COUNTIES : HOWARD LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-0999231 | |MOHR CONSTRUCTION CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 805-78490 1535.000 LFT | 0.90000 1381.50| 0.92000 1412.20| SIGNAL CABLE, 7C 14GA. | | | 0074 805-78510 3390.000 LFT | 0.69000 2339.10| 0.70000 2373.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0075 805-78520 LUMP| 236.50000 236.50| 234.24000 234.24| MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0076 805-78785 13.000 EACH| 531.46000 6908.98| 544.36000 7076.68| SIGNAL DETECTOR HOUSING | | | 0077 805-78795 1698.000 LFT | 5.57000 9457.86| 5.73000 9729.54| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0078 805-78906 4.000 EACH| 1716.37000 6865.48| 1753.79000 7015.16| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 12 FT. | | | 0079 805-78925 1.000 EACH| 843.40000 843.40| 862.25000 862.25| CONTROLLER CABINET FOUNDATION, P1 | | | 0080 805-81032 4.000 EACH| 2402.39000 9609.56| 2392.89000 9571.56| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0081 805-92504 13.000 EACH| 142.52000 1852.76| 142.24000 1849.12| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0082 805-96121 8.000 EACH| 115.71000 925.68| 118.38000 947.04| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0083 808-06694 1200.000 LFT | 0.27000 324.00| 0.27000 324.00| LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0084 808-06701 216.000 LFT | 0.32000 69.12| 0.33000 71.28| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0085 808-06703 784.000 LFT | 0.32000 250.88| 0.32000 250.88| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0086 808-06713 882.000 LFT | 0.14000 123.48| 0.16000 141.12| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0087 808-75245 1315.000 LFT | 0.32000 420.80| 0.32000 420.80| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75278 312.000 LFT | 1.34000 418.08| 0.96000 299.52| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0089 808-75297 184.000 LFT | 2.96000 544.64| 3.14000 577.76| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0090 808-75300 690.000 LFT | 0.91000 627.90| 0.46000 317.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 281 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 951,238.59 ROUTE : CALL ORDER : 281 CONTRACT ID : R -26245-A COUNTIES : HOWARD LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-0999231 | |MOHR CONSTRUCTION CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-75320 6.000 EACH| 53.75000 322.50| 44.72000 268.32| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0092 808-75325 6.000 EACH| 75.25000 451.50| 57.50000 345.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0093 808-92027 1563.000 LFT | 1.08000 1688.04| 0.64000 1000.32| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0094 920-06775 LUMP| 9000.00000 9000.00| 95000.00000 95000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 880,375.23| $ 1,158,566.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 880,375.23| $ 1,158,566.55| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 291 CONTRACT ID : R -26259-A COUNTIES : HENRY LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 314,400.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 349,967.50 111.3128% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654361 4654361 4654361 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9996260 BERNS/E & B PAVING JV $ 4,158,437.20 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 5,028,447.18 120.9215% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,177,145.71 124.4973% ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK RECONSTRUCTION AND WIDENING - STR NO I-465-124- 5268C, CONTINUOUS COMPOSITE STEEL BEAM, TOTAL LENGTH 35.66 m | | | 0001 105-06845 LUMP| 85000.00000 85000.00| 85000.00000 85000.00| 93786.66000 93786.66 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1500.00000 22500.00| 2250.00000 33750.00| 2112.02000 31680.30 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 207921.00000 207921.00| 300000.00000 300000.00| 255000.00000 255000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 57600.00000 57600.00| 22000.00000 22000.00| 23024.06000 23024.06 CLEARING RIGHT OF WAY | | | 0005 202-02240 5168.700 m2 | 4.75000 24551.33| 8.25000 42641.78| 6.64000 34320.17 PAVEMENT, REMOVE | | | 0006 202-02241 797.500 m | 5.00000 3987.50| 11.00000 8772.50| 11.26000 8979.85 GUARDRAIL, REMOVE | | | 0007 202-02278 754.400 m | 9.28000 7000.83| 9.00000 6789.60| 8.70000 6563.28 CURB, CONCRETE, REMOVE | | | 0008 202-03783 2.000 EACH| 535.86000 1071.72| 350.00000 700.00| 564.05000 1128.10 SIGN, PANEL, REMOVE | | | 0009 202-04089 2.000 EACH| 46.29000 92.58| 140.00000 280.00| 48.73000 97.46 SIGN, SHEET, REMOVE | | | 0010 202-51328 LUMP| 37242.73000 37242.73| 70000.00000 70000.00| 107780.01000 107780.01 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60822 1465.500 m2 | 6.73000 9862.82| 5.50000 8060.25| 8.00000 11724.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 202-74040 5.000 EACH| 418.23000 2091.15| 290.00000 1450.00| 440.23000 2201.15 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-74085 1.000 EACH| 1489.60000 1489.60| 1000.00000 1000.00| 1567.95000 1567.95 OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0014 202-93974 3.000 EACH| 1305.70000 3917.10| 1000.00000 3000.00| 1374.38000 4123.14 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0015 202-94793 148.630 m | 29.15000 4332.56| 65.00000 9660.95| 43.97000 6535.26 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0016 203-02000 25946.000 m3 | 8.07000 209384.22| 16.25000 421622.50| 17.26000 447827.96 EXCAVATION, COMMON | | | 0018 205-03371 549.500 m3 | 1.16000 637.42| 22.00000 12089.00| 9.62000 5286.19 SEDIMENT REMOVE | | | 0019 205-06930 3.680 Mg | 136.00000 500.48| 60.00000 220.80| 40.95000 150.70 SPLASHPAD, RIPRAP | | | 0020 205-06931 342.100 Mg | 10.00000 3421.00| 39.00000 13341.90| 36.81000 12592.70 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06934 31.100 Mg | 472.00000 14679.20| 450.00000 13995.00| 457.88000 14240.07 TEMPORARY MULCHING | | | 0022 205-06936 340.000 Mg | 10.00000 3400.00| 39.00000 13260.00| 30.51000 10373.40 TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 255.000 m | 5.34000 1361.70| 5.50000 1402.50| 5.53000 1410.15 TEMPORARY SILT FENCE | | | 0024 205-06938 63.900 m | 20.00000 1278.00| 40.00000 2556.00| 42.55000 2718.95 TEMPORARY SLOPE DRAIN | | | 0025 206-51230 97.600 m3 | 68.84000 6718.78| 70.00000 6832.00| 38.80000 3786.88 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 207-06499 31675.900 m2 | 3.50000 110865.65| 4.60000 145709.14| 9.00000 285083.10 SUBGRADE TREATMENT | | | 0027 211-02060 730.000 m3 | 20.10000 14673.00| 24.00000 17520.00| 18.58000 13563.40 B BORROW FOR STRUCTURE BACKFILL | | | 0028 211-06467 67.400 m3 | 38.81000 2615.79| 40.00000 2696.00| 77.35000 5213.39 AGGREGATE FOR END BENT BACKFILL | | | 0029 303-01981 5188.300 Mg | 14.73000 76423.66| 15.00000 77824.50| 14.70000 76268.01 COMPACTED AGGREGATE FOR BASE, 53, | | | RECYCLED | | | 0030 303-52308 8729.800 Mg | 13.95000 121780.71| 15.00000 130947.00| 14.70000 128328.06 COMPACTED AGGREGATE, O, 53 | | | 0031 304-06464 1261.300 m3 | 40.10000 50578.13| 50.00000 63065.00| 42.10000 53100.73 SUBBASE FOR PCCP | | | 0032 305-05204 25.000 Mg | 125.00000 3125.00| 185.00000 4625.00| 277.59000 6939.75 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 305-05206 8793.300 Mg | 46.25000 406690.13| 45.00000 395698.50| 46.34000 407481.52 WIDENING WITH HMA | | | 0034 401-05437 9489.600 Mg | 33.00000 313156.80| 36.00000 341625.60| 38.12000 361743.55 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0035 401-05455 3032.800 Mg | 33.75000 102357.00| 38.00000 115246.40| 36.05000 109332.44 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0036 401-05456 1807.000 Mg | 46.50000 84025.50| 48.00000 86736.00| 51.98000 93927.86 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0037 401-06264 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 3696.04000 3696.04 PROFILOGRAPH, HMA | | | 0038 402-05470 7366.900 Mg | 27.00000 198906.30| 35.00000 257841.50| 41.36000 304694.98 HMA BASE C25.0 mm, MAINLINE | | | 0039 402-05474 1097.200 Mg | 40.70000 44656.04| 37.00000 40596.40| 38.72000 42483.58 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0040 402-05477 247.600 Mg | 66.00000 16341.60| 57.00000 14113.20| 65.33000 16175.71 HMA SURFACE 9.5 mm, MAINLINE | | | 0041 402-05487 31.200 Mg | 80.00000 2496.00| 58.00000 1809.60| 48.88000 1525.06 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0042 402-05490 15.600 Mg | 100.00000 1560.00| 91.00000 1419.60| 57.60000 898.56 HMA SURFACE 9.5 mm, SHOULDER | | | 0043 402-05495 599.300 Mg | 57.00000 34160.10| 67.00000 40153.10| 41.35000 24781.06 HMA WEDGE AND LEVEL | | | 0044 405-05517 57.040 Mg | 200.00000 11408.00| 380.00000 21675.20| 295.00000 16826.80 ASPHALT FOR PRIME COAT | | | 0045 406-05520 32.170 Mg | 200.00000 6434.00| 200.00000 6434.00| 185.00000 5951.45 ASPHALT FOR TACK COAT | | | 0046 501-06322 4156.500 m2 | 33.25000 138203.63| 44.50000 184964.25| 44.52000 185047.38 QC/QA PCCP, 275 mm | | | 0047 501-06324 1907.000 m2 | 36.10000 68842.70| 48.00000 91536.00| 56.05000 106887.35 QC/QA PCCP, 325 mm | | | 0048 502-06331 16.140 m2 | 60.00000 968.40| 115.00000 1856.10| 194.73000 3142.94 PCCP, 350 mm | | | 0049 503-03489 80.000 EACH| 10.00000 800.00| 15.00000 1200.00| 21.05000 1684.00 RETROFITTED TIE BARS | | | 0050 503-05240 1139.700 m | 17.00000 19374.90| 24.00000 27352.80| 27.53000 31375.94 D-1 CONTRACTION JOINT | | | 0051 601-01115 11.435 m | 99.00000 1132.07| 100.00000 1143.50| 104.88000 1199.30 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0052 601-01322 1.000 m | 1390.00000 1390.00| 2000.00000 2000.00| 1999.94000 1999.94 GUARDRAIL END TREATMENT, OS, RESET | | | 0053 601-01522 4.000 EACH| 1065.00000 4260.00| 1400.00000 5600.00| 1368.38000 5473.52 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 601-05657 1.000 EACH| 15475.00000 15475.00| 15500.00000 15500.00| 15894.26000 15894.26 ENERGY ABSORBING TERMINAL, CZ, LEAVE IN | | | PLACE , TL-2 | | | 0055 601-05999 5.000 EACH| 30.00000 150.00| 42.00000 210.00| 42.10000 210.50 CURVED TERMINAL END | | | 0056 601-06035 38.100 m | 39.00000 1485.90| 31.00000 1181.10| 31.05000 1183.01 GUARDRAIL, RESET | | | 0057 601-07023 4.000 EACH| 4775.00000 19100.00| 5500.00000 22000.00| 5684.04000 22736.16 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0058 601-94689 4.000 EACH| 1895.00000 7580.00| 2400.00000 9600.00| 2420.98000 9683.92 GUARDRAIL END TREATMENT, OS | | | 0059 601-97774 3.000 EACH| 1050.00000 3150.00| 925.00000 2775.00| 947.34000 2842.02 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0060 601-99105 1219.200 m | 30.00000 36576.00| 31.00000 37795.20| 31.05000 37856.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0061 601-99106 32.390 m | 62.00000 2008.18| 73.00000 2364.47| 73.26000 2372.89 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0062 602-06639 476.000 m | 57.00000 27132.00| 57.00000 27132.00| 98.39000 46833.64 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0063 602-06646 1923.000 m | 54.31000 104438.13| 42.00000 80766.00| 62.59000 120360.57 TEMPORARY CONCRETE BARRIER | | | 0064 602-06729 40.000 EACH| 7.00000 280.00| 7.50000 300.00| 52.63000 2105.20 BARRIER DELINEATOR | | | 0065 602-06976 136.190 m | 189.91000 25863.84| 200.00000 27238.00| 309.31000 42124.93 BARRIER, CONCRETE, 1145 mm, MODIFIED | | | 0066 602-95580 678.000 m | 64.46000 43703.88| 50.00000 33900.00| 45.33000 30733.74 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0067 610-06257 131.000 m2 | 65.78000 8617.18| 70.00000 9170.00| 114.70000 15025.70 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0068 610-06259 44.100 m2 | 97.15000 4284.32| 100.00000 4410.00| 159.09000 7015.87 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0069 611-94923 262.900 m2 | 43.10000 11330.99| 50.00000 13145.00| 74.45000 19572.91 CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | 0070 615-06510 1.000 EACH| 275.00000 275.00| 475.00000 475.00| 526.30000 526.30 MONUMENT, C | | | 0071 615-06515 1.000 EACH| 60.00000 60.00| 130.00000 130.00| 526.30000 526.30 MONUMENT, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 616-02320 587.600 m2 | 1.05000 616.98| 4.75000 2791.10| 3.71000 2180.00 GEOTEXTILES | | | 0073 616-06405 198.000 Mg | 36.20000 7167.60| 32.00000 6336.00| 17.62000 3488.76 RIPRAP, REVETMENT | | | 0074 616-06451 3.800 Mg | 50.00000 190.00| 65.00000 247.00| 39.66000 150.71 RIPRAP, UNIFORM | | | 0075 616-51367 342.000 m2 | 33.02000 11292.84| 35.00000 11970.00| 98.85000 33806.70 SLOPEWALL, CONCRETE, 100 mm | | | 0076 621-01004 2.000 EACH| 300.00000 600.00| 675.00000 1350.00| 694.72000 1389.44 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0077 621-06545 4.400 Mg | 715.00000 3146.00| 550.00000 2420.00| 568.40000 2500.96 FERTILIZER | | | 0078 621-06548 31.700 kg | 55.00000 1743.50| 55.00000 1743.50| 55.79000 1768.54 SEED MIXTURE, CV | | | 0079 621-06554 792.200 kg | 10.64000 8429.01| 7.75000 6139.55| 7.63000 6044.49 SEED MIXTURE, U | | | 0080 621-06557 621.000 kg | 5.15000 3198.15| 6.00000 3726.00| 6.00000 3726.00 SEED MIXTURE, T | | | 0081 621-06565 21.700 Mg | 472.00000 10242.40| 450.00000 9765.00| 457.88000 9936.00 MULCHING MATERIAL | | | 0082 621-06567 20.500 kL | 0.55000 11.28| 1.00000 20.50| 1.05000 21.53 WATER | | | 0083 621-06575 1141.500 m2 | 5.00000 5707.50| 3.85000 4394.78| 3.79000 4326.29 SODDING, NURSERY | | | 0084 701-98647 416.000 m | 85.27000 35472.32| 90.00000 37440.00| 124.18000 51658.88 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0085 702-51005 138.700 m3 | 704.92000 97772.40| 725.00000 100557.50| 994.70000 137964.89 CONCRETE, A, SUBSTRUCTURE | | | 0086 702-51015 18.400 m3 | 340.88000 6272.19| 350.00000 6440.00| 417.41000 7680.34 CONCRETE, B, FOOTINGS | | | 0087 702-51110 696.800 kg | 4.58000 3191.34| 4.90000 3414.32| 5.62000 3916.02 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0088 702-51863 272.000 EACH| 7.68000 2088.96| 8.00000 2176.00| 9.31000 2532.32 FIELD DRILLED HOLE IN CONCRETE | | | 0089 703-51030 3272.000 kg | 1.36000 4449.92| 1.45000 4744.40| 1.24000 4057.28 REINFORCING STEEL | | | 0090 703-51032 54554.000 kg | 1.41000 76921.14| 1.50000 81831.00| 1.35000 73647.90 REINFORCING STEEL, EPOXY COATED | | | 0091 704-51002 122.100 m3 | 667.76000 81533.50| 700.00000 85470.00| 913.70000 111562.77 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 706-05734 4.000 EACH| 1142.22000 4568.88| 1200.00000 4800.00| 1200.83000 4803.32 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0093 706-51020 43.200 m3 | 404.34000 17467.49| 425.00000 18360.00| 456.18000 19706.98 CONCRETE, C, RAILING | | | 0094 709-51821 LUMP| 8261.24000 8261.24| 8300.00000 8300.00| 4041.98000 4041.98 SURFACE SEAL | | | 0095 711-51038 LUMP| 177672.34000 177672.34| 210000.00000 210000.00| 192631.36000 192631.36 STRUCTURAL STEEL | | | 0096 711-51075 24.000 EACH| 27.94000 670.56| 29.00000 696.00| 24.68000 592.32 ANCHOR PLATE, AP 2 | | | 0097 715-05048 4589.100 m | 8.00000 36712.80| 8.00000 36712.80| 7.94000 36437.45 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0098 715-05053 366.500 m | 28.70000 10518.55| 24.00000 8796.00| 24.21000 8872.97 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0099 715-05119 16.500 m | 49.20000 811.80| 140.00000 2310.00| 90.65000 1495.73 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0100 715-05121 31.500 m | 53.35000 1680.53| 87.00000 2740.50| 71.40000 2249.10 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0101 715-05149 33.000 m | 105.50000 3481.50| 76.00000 2508.00| 70.52000 2327.16 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0102 715-05163 42.000 m | 384.25000 16138.50| 315.00000 13230.00| 334.38000 14043.96 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0103 715-05407 42.000 m | 37.18000 1561.56| 39.00000 1638.00| 18.03000 757.26 PIPE, END BENT DRAIN, 150 mm | | | 0104 715-05595 1.300 m | 292.00000 379.60| 300.00000 390.00| 235.34000 305.94 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0105 715-05756 14.900 m | 106.00000 1579.40| 80.00000 1192.00| 75.60000 1126.44 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0106 715-05757 2.500 m | 320.00000 800.00| 750.00000 1875.00| 320.78000 801.95 PIPE EXTENSION, CIRCULAR, 900 mm | | | 0107 715-05943 109.400 m | 98.16000 10738.70| 105.00000 11487.00| 115.98000 12688.21 PIPE EXTENSION, FBC&L CSP, 300 mm | | | 0108 715-07251 1.500 m | 614.50000 921.75| 650.00000 975.00| 418.31000 627.47 PIPE EXTENSION, DEFORMED, MIN. AREA | | | 0.83 m2 | | | 0109 715-07252 2.000 EACH| 2250.00000 4500.00| 2100.00000 4200.00| 1982.65000 3965.30 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.83 m2 | | | 0110 715-44240 7.700 m3 | 645.85000 4973.05| 690.00000 5313.00| 983.83000 7575.49 CONCRETE, A, STRUCTURES | | | 0111 715-46000 5.000 EACH| 285.00000 1425.00| 290.00000 1450.00| 149.90000 749.50 PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 715-46005 3.000 EACH| 330.00000 990.00| 425.00000 1275.00| 168.67000 506.01 PIPE END SECTION, 375 mm | | | 0113 715-46010 2.000 EACH| 355.00000 710.00| 250.00000 500.00| 196.82000 393.64 PIPE END SECTION, 450 mm | | | 0114 715-46040 1.000 EACH| 870.00000 870.00| 750.00000 750.00| 539.47000 539.47 PIPE END SECTION, 900 mm | | | 0115 715-91361 16.000 m | 66.29000 1060.64| 70.00000 1120.00| 130.31000 2084.96 PIPE, PVC, 150 mm | | | 0116 715-97122 97.000 m | 13.00000 1261.00| 5.35000 518.95| 30.02000 2911.94 PIPE, PVC, 50 mm | | | 0117 718-06528 10.000 EACH| 475.00000 4750.00| 750.00000 7500.00| 473.67000 4736.70 OUTLET PROTECTOR, 1 | | | 0118 718-06529 3.000 EACH| 450.00000 1350.00| 640.00000 1920.00| 447.36000 1342.08 OUTLET PROTECTOR, 2 | | | 0119 718-06531 15.000 EACH| 415.00000 6225.00| 525.00000 7875.00| 415.78000 6236.70 OUTLET PROTECTOR, 3 | | | 0120 718-06532 2000.000 m | 4.00000 8000.00| 3.50000 7000.00| 3.16000 6320.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0121 718-52610 826.700 m3 | 28.90000 23891.63| 33.00000 27281.10| 25.15000 20791.51 AGGREGATE FOR UNDERDRAINS | | | 0122 720-07253 1.000 EACH| 865.00000 865.00| 1450.00000 1450.00| 903.23000 903.23 INLET, R | | | 0123 720-07254 1.000 EACH| 855.00000 855.00| 1450.00000 1450.00| 903.23000 903.23 INLET, R, MODIFIED | | | 0124 720-44296 9.000 EACH| 200.00000 1800.00| 450.00000 4050.00| 304.25000 2738.25 CAP INLET | | | 0125 720-45041 1.000 EACH| 2920.00000 2920.00| 3600.00000 3600.00| 1369.05000 1369.05 INLET, H5 | | | 0126 720-45090 4.000 EACH| 2200.88000 8803.52| 2300.00000 9200.00| 1147.28000 4589.12 INLET, UA | | | 0127 720-45095 4.000 EACH| 2200.88000 8803.52| 2300.00000 9200.00| 1200.08000 4800.32 INLET, WA | | | 0128 722-51401 10.000 m2 | 377.22000 3772.20| 400.00000 4000.00| 761.33000 7613.30 BRIDGE DECK PATCHING, FULL DEPTH | | | 0129 722-51842 1679.300 m2 | 40.10000 67339.93| 42.00000 70530.60| 63.43000 106518.00 BRIDGE DECK OVERLAY | | | 0130 722-51852 60.000 m2 | 111.29000 6677.40| 120.00000 7200.00| 71.62000 4297.20 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0131 722-60824 1115.500 m2 | 0.14000 156.17| 0.15000 167.33| 8.26000 9214.03 SURFACE MILLING | | | 0132 728-98377 LUMP| 9619.25000 9619.25| 10200.00000 10200.00| 8547.11000 8547.11 MASONRY COATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 801-03290 12.000 EACH| 175.00000 2100.00| 105.00000 1260.00| 105.26000 1263.12 CONSTRUCTION SIGN, C | | | 0134 801-04308 16.000 EACH| 199.00000 3184.00| 170.00000 2720.00| 163.15000 2610.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0135 801-06199 2.000 EACH| 275.00000 550.00| 175.00000 350.00| 548.41000 1096.82 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0136 801-06207 25871.000 m | 2.92000 75543.32| 2.80000 72438.80| 3.11000 80458.81 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0137 801-06208 360.000 m | 3.65000 1314.00| 3.50000 1260.00| 3.58000 1288.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0138 801-06469 2465.000 m | 5.70000 14050.50| 5.50000 13557.50| 5.60000 13804.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0139 801-06605 42.000 EACH| 95.00000 3990.00| 65.00000 2730.00| 50.52000 2121.84 BARRICADE, IIIA | | | 0140 801-06606 1.000 EACH| 215.00000 215.00| 100.00000 100.00| 71.58000 71.58 BARRICADE, IIIB | | | 0141 801-06608 9.000 EACH| 229.00000 2061.00| 575.00000 5175.00| 402.09000 3618.81 BARRICADE, III, PERMANENT | | | 0142 801-06625 18.000 EACH| 55.00000 990.00| 110.00000 1980.00| 83.16000 1496.88 DETOUR ROUTE MARKER ASSEMBLY | | | 0143 801-06640 128.000 EACH| 85.00000 10880.00| 55.00000 7040.00| 88.42000 11317.76 CONSTRUCTION SIGN, A | | | 0144 801-06645 10.000 EACH| 35.00000 350.00| 26.00000 260.00| 40.00000 400.00 CONSTRUCTION SIGN, B | | | 0145 801-06710 606.000 DAY | 12.00000 7272.00| 14.00000 8484.00| 13.68000 8290.08 FLASHING ARROW SIGN | | | 0146 801-06775 LUMP| 98500.00000 98500.00| 310000.00000 310000.00| 49284.44000 49284.44 MAINTAINING TRAFFIC | | | 0147 802-04893 2.000 EACH| 76.44000 152.88| 200.00000 400.00| 80.46000 160.92 REFERENCE POST | | | 0148 802-05701 20.700 m | 34.81000 720.57| 40.00000 828.00| 36.64000 758.45 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0149 802-05702 103.270 m | 28.38000 2930.80| 35.00000 3614.45| 29.87000 3084.67 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0150 802-07057 107.320 m2 | 143.70000 15421.88| 145.00000 15561.40| 151.26000 16233.22 SIGN, PANEL, WITH LEGEND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 802-07059 22.000 EACH| 46.29000 1018.38| 47.00000 1034.00| 48.73000 1072.06 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0152 802-07060 4.000 EACH| 96.04000 384.16| 245.00000 980.00| 101.09000 404.36 SIGN, SHEET, RELOCATE | | | 0153 802-07101 1.000 EACH| 8578.92000 8578.92| 9000.00000 9000.00| 9030.17000 9030.17 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0154 802-07102 4.000 EACH| 7541.10000 30164.40| 8000.00000 32000.00| 7937.76000 31751.04 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0155 802-07151 4.000 EACH| 233.15000 932.60| 400.00000 1600.00| 245.41000 981.64 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0156 802-07158 4.000 EACH| 3830.38000 15321.52| 2800.00000 11200.00| 4031.86000 16127.44 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0157 802-07289 1.000 EACH| 12641.22000 12641.22| 9500.00000 9500.00| 13306.15000 13306.15 BOX TRUSS SIGN STRUCTURE FOUNDATION, 1B | | | 0158 802-07290 1.000 EACH| 2836.51000 2836.51| 6000.00000 6000.00| 2985.71000 2985.71 BOX TRUSS SIGN STRUCTURE FOUNDATION, 1C | | | 0159 802-76025 0.160 m2 | 159.10000 25.46| 196.00000 31.36| 167.50000 26.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0160 802-76035 26.620 m2 | 136.06000 3621.92| 145.00000 3859.90| 143.22000 3812.52 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0161 802-76095 291.200 kg | 4.25000 1237.60| 5.40000 1572.48| 4.47000 1301.66 STRUCTURAL STEEL, BREAKAWAY | | | 0162 802-76110 1.000 EACH| 25429.40000 25429.40| 26000.00000 26000.00| 26766.99000 26766.99 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0163 802-76140 4.000 EACH| 16948.63000 67794.52| 20000.00000 80000.00| 17840.13000 71360.52 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0164 802-93388 1.000 EACH| 60.76000 60.76| 265.00000 265.00| 63.96000 63.96 BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0165 804-06771 46.000 EACH| 32.00000 1472.00| 27.00000 1242.00| 27.37000 1259.02 DELINEATOR POST, FLEXIBLE | | | 0166 805-06592 54.000 m | 44.98000 2428.92| 28.00000 1512.00| 47.35000 2556.90 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0167 805-86889 115.000 m | 0.92000 105.80| 1.45000 166.75| 0.97000 111.55 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0168 805-86925 4.000 EACH| 12.71000 50.84| 18.25000 73.00| 13.38000 53.52 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0169 805-86930 15.000 EACH| 11.28000 169.20| 7.00000 105.00| 11.87000 178.05 INSULATING LINK, NOT WATERPROOFED | | | 0170 805-86935 16.000 EACH| 12.80000 204.80| 18.00000 288.00| 13.47000 215.52 INSULATING LINK, WATERPROOFED | | | 0171 805-98335 432.500 m | 16.44000 7110.30| 11.00000 4757.50| 17.30000 7482.25 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0172 805-98336 54.000 m | 20.41000 1102.14| 11.00000 594.00| 21.48000 1159.92 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0173 807-02191 4.000 EACH| 523.33000 2093.32| 325.00000 1300.00| 550.86000 2203.44 HANDHOLE, LIGHTING | | | 0174 807-86910 5.000 EACH| 27.67000 138.35| 32.00000 160.00| 29.13000 145.65 CONNECTOR KIT, UNFUSED | | | 0175 807-86915 10.000 EACH| 28.71000 287.10| 32.00000 320.00| 30.22000 302.20 CONNECTOR KIT, FUSED | | | 0176 808-06694 244.000 m | 0.45000 109.80| 0.48000 117.12| 1.02000 248.88 LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0177 808-06701 42.000 m | 1.00000 42.00| 1.05000 44.10| 0.98000 41.16 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0178 808-06702 2119.000 m | 1.23000 2606.37| 1.30000 2754.70| 1.23000 2606.37 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0179 808-06703 3743.000 m | 0.82000 3069.26| 0.85000 3181.55| 0.98000 3668.14 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0180 808-06711 619.000 m | 0.22000 136.18| 0.23000 142.37| 0.51000 315.69 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0181 808-06713 3600.000 m | 0.22000 792.00| 0.23000 828.00| 0.51000 1836.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0182 808-06714 2529.000 m | 0.22000 556.38| 0.23000 581.67| 0.51000 1289.79 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0183 808-06716 7413.000 m | 1.25000 9266.25| 1.20000 8895.60| 1.00000 7413.00 LINE, REMOVE | | | 0184 808-06723 4.000 EACH| 37.00000 148.00| 38.00000 152.00| 91.58000 366.32 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0185 808-06724 4.000 EACH| 44.00000 176.00| 45.00000 180.00| 125.26000 501.04 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 301 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,766,392.38 ROUTE : I-465 CALL ORDER : 301 CONTRACT ID : R -26266-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996260 |(2) 35-0918397 |(3) 35-1917625 |BERNS/E & B PAVING JV |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 808-06726 54.000 m | 1.25000 67.50| 1.35000 72.90| 13.47000 727.38 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0187 808-75008 186.000 m | 0.45000 83.70| 0.48000 89.28| 1.02000 189.72 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0188 808-75051 188.000 m | 3.58000 673.04| 3.75000 705.00| 8.05000 1513.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0189 808-75054 98.000 m | 3.58000 350.84| 3.75000 367.50| 8.05000 788.90 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0190 808-75060 96.000 m | 1.00000 96.00| 1.05000 100.80| 6.74000 647.04 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | 0191 808-75061 320.000 m | 4.48000 1433.60| 4.75000 1520.00| 10.10000 3232.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0192 808-75245 2243.000 m | 0.82000 1839.26| 0.85000 1906.55| 0.98000 2198.14 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0193 808-75998 133.000 EACH| 20.75000 2759.75| 22.00000 2926.00| 35.79000 4760.07 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0194 202-51822 1115.500 m2 | 11.97000 13352.54| 12.75000 14222.63| 10.93000 12192.42 BRIDGE DECK OVERLAY, REMOVE | | | 0195 202-51368 221.300 m2 | 27.27000 6034.85| 28.00000 6196.40| 25.97000 5747.16 SLOPEWALL, REMOVE | | | SECTION TOTALS | $ 4,158,437.20| $ 5,028,447.18| $ 5,177,145.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,158,437.20| $ 5,028,447.18| $ 5,177,145.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,588.32 ROUTE : CALL ORDER : 311 CONTRACT ID : R -26273-A COUNTIES : PULASKI LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/19/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0764407 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 205,062.10 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 220,606.04 107.5801% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKING AREA RECONSTRUCTION | | | 0001 105-06845 LUMP| 10385.00000 10385.00| 4100.00000 4100.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 10250.00000 10250.00| 4960.00000 4960.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-04089 1.000 EACH| 55.00000 55.00| 78.75000 78.75| SIGN, SHEET, REMOVE | | | 0004 202-04791 95.000 EACH| 10.00000 950.00| 55.50000 5272.50| PARKING BARRIER, REMOVE | | | 0005 202-52710 2.600 SYS | 10.00000 26.00| 301.75000 784.55| SIDEWALK, CONCRETE, REMOVE | | | 0006 202-94747 28.000 EACH| 10.00000 280.00| 43.00000 1204.00| POST, REMOVE | | | 0007 203-02000 510.000 CYS | 6.00000 3060.00| 23.40000 11934.00| EXCAVATION, COMMON | | | 0008 211-02060 6.100 CYS | 30.00000 183.00| 262.60000 1601.86| B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 120.000 TON | 18.00000 2160.00| 26.30000 3156.00| COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 15.000 TON | 145.00000 2175.00| 150.00000 2250.00| HMA FOR PATCHING | | | 0011 402-05474 1155.000 TON | 43.00000 49665.00| 43.65000 50415.75| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 402-05477 865.000 TON | 47.00000 40655.00| 51.95000 44936.75| HMA SURFACE 9.5 mm, MAINLINE | | | 0013 406-05520 2.800 TON | 140.00000 392.00| 596.00000 1668.80| ASPHALT FOR TACK COAT | | | 0014 601-90027 144.000 LFT | 45.00000 6480.00| 55.65000 8013.60| GUARD RAIL, WOOD BEAM | | | 0015 603-01947 1.000 EACH| 2450.00000 2450.00| 2730.00000 2730.00| GATE BARRICADE , 28' | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,588.32 ROUTE : CALL ORDER : 311 CONTRACT ID : R -26273-A COUNTIES : PULASKI LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 85.000 TON | 68.00000 5780.00| 51.95000 4415.75| HMA FOR APPROACHES | | | 0017 611-95023 1.000 EACH| 140.00000 140.00| 200.00000 200.00| MAILBOX ASSEMBLY, RESET | | | 0018 613-90513 1320.000 CYS | 13.50000 17820.00| 9.60000 12672.00| SALVAGE ROAD MATERIAL FOR BASE | | | 0019 615-06496 135.000 EACH| 46.00000 6210.00| 48.30000 6520.50| PARKING BARRIER | | | 0020 621-01004 1.000 EACH| 250.00000 250.00| 262.50000 262.50| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 3450.000 SYS | 0.65000 2242.50| 0.68000 2346.00| MULCHED SEEDING, R | | | 0022 621-06575 405.000 SYS | 6.05000 2450.25| 6.35000 2571.75| SODDING, NURSERY | | | 0023 715-05149 165.000 LFT | 22.00000 3630.00| 11.70000 1930.50| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0024 715-05151 74.000 LFT | 27.00000 1998.00| 22.60000 1672.40| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0025 715-05152 528.000 LFT | 16.50000 8712.00| 13.15000 6943.20| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0026 715-46010 1.000 EACH| 215.00000 215.00| 767.50000 767.50| PIPE END SECTION, 18 IN. | | | 0027 720-45005 1.000 EACH| 885.00000 885.00| 1264.60000 1264.60| INLET, A2 | | | 0028 720-45275 2.000 EACH| 690.00000 1380.00| 1483.60000 2967.20| PIPE CATCH BASIN, 24 IN. | | | 0029 720-45410 1.000 EACH| 1750.00000 1750.00| 1609.00000 1609.00| MANHOLE, C4 | | | 0030 720-91352 1.000 EACH| 1700.00000 1700.00| 1552.00000 1552.00| CATCH BASIN, F7 | | | 0031 720-94612 2.000 EACH| 2300.00000 4600.00| 2236.00000 4472.00| MANHOLE, K4 | | | 0032 802-76025 12.000 SFT | 45.00000 540.00| 13.29000 159.48| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0033 802-96994 132.000 LFT | 12.00000 1584.00| 10.34000 1364.88| SIGN POST, WOOD, 4 IN. X 6 IN. | | | 0034 802-99060 4.000 EACH| 165.00000 660.00| 173.25000 693.00| SIGN AND SUPPORT, WOOD POST, REMOVE AND | | | REINSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,588.32 ROUTE : CALL ORDER : 311 CONTRACT ID : R -26273-A COUNTIES : PULASKI LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06713 2702.000 LFT | 0.25000 675.50| 0.26000 702.52| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-75007 105.000 LFT | 0.37000 38.85| 0.39000 40.95| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0037 808-97222 9.000 EACH| 15.00000 135.00| 15.75000 141.75| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0038 201-52370 LUMP| 500.00000 500.00| 4350.00000 4350.00| CLEARING RIGHT OF WAY | | | 0039 203-02070 600.000 CYS | 20.00000 12000.00| 29.80000 17880.00| BORROW | | | SECTION TOTALS | $ 205,062.10| $ 220,606.04| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 205,062.10| $ 220,606.04| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,318.54 ROUTE : I-90 CALL ORDER : 321 CONTRACT ID : RT-26144-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 06/18/02 10:00 AM DISTRICT : TOLL ST. JOSEPH OTHERS CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,628,549.61 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,721,079.68 105.6817% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,731,837.18 106.3423% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-06845 LUMP| 4383.00000 4383.00| 7635.00000 7635.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2133.00000 8532.00| 1654.00000 6616.00| 1500.00000 6000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 15180.00000 15180.00| 86000.00000 86000.00| 34000.00000 34000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12857.00000 12857.00| 1.00000 1.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 1875.00000 1875.00| 1.00000 1.00| 1200.00000 1200.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-01845 1600.000 LFT | 5.70000 9120.00| 5.70000 9120.00| 3.00000 4800.00 CONDUIT, REMOVE | | | 0007 202-02240 2340.000 SYS | 1.46000 3416.40| 3.00000 7020.00| 3.25000 7605.00 PAVEMENT, REMOVE | | | 0008 202-02271 1.000 EACH| 383.00000 383.00| 150.00000 150.00| 400.00000 400.00 HEADWALL, REMOVE | | | 0009 202-02272 48.000 LFT | 8.00000 384.00| 3.00000 144.00| 5.00000 240.00 PAVED SIDE DITCH, REMOVE | | | 0010 202-03783 18.000 EACH| 250.00000 4500.00| 250.00000 4500.00| 250.00000 4500.00 SIGN, PANEL, REMOVE AND REPLACE | | | 0011 202-04089 4.000 EACH| 12.00000 48.00| 12.00000 48.00| 12.00000 48.00 SIGN, SHEET, REMOVE | | | 0012 202-04089 8.000 EACH| 120.00000 960.00| 120.00000 960.00| 120.00000 960.00 SIGN, SHEET, REMOVE AND REPLACE | | | 0013 202-60820 216333.000 SYS | 0.10000 21633.30| 0.05000 10816.65| 0.34000 73553.22 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,318.54 ROUTE : I-90 CALL ORDER : 321 CONTRACT ID : RT-26144-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 06/18/02 10:00 AM DISTRICT : TOLL ST. JOSEPH OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-60822 266.000 SYS | 2.50000 665.00| 10.00000 2660.00| 1.50000 399.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0015 202-99187 2150.000 LFT | 1.25000 2687.50| 1.25000 2687.50| 1.00000 2150.00 FENCE, FARM FIELD, REMOVE | | | 0016 202-99626 12.000 EACH| 100.00000 1200.00| 100.00000 1200.00| 120.00000 1440.00 FOUNDATION FOR SIGNING, REMOVE | | | 0017 203-02000 850.000 CYS | 7.10000 6035.00| 3.00000 2550.00| 10.00000 8500.00 EXCAVATION, COMMON | | | 0018 203-02045 3184.000 CYS | 1.00000 3184.00| 0.01000 31.84| 6.00000 19104.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0019 203-02070 200.000 CYS | 12.67000 2534.00| 9.10000 1820.00| 9.50000 1900.00 BORROW | | | 0020 203-02080 0.500 MILE| 12636.00000 6318.00| 48000.00000 24000.00| 4000.00000 2000.00 LINEAR GRADING | | | 0021 205-06932 80.000 LFT | 5.06000 404.80| 5.06000 404.80| 6.25000 500.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0022 205-06935 4.000 EACH| 225.00000 900.00| 600.00000 2400.00| 45.00000 180.00 TEMPORARY SEDIMENT BASIN | | | 0023 205-06937 2200.000 LFT | 1.65000 3630.00| 1.65000 3630.00| 1.50000 3300.00 TEMPORARY SILT FENCE | | | 0024 211-02050 11462.000 CYS | 10.81000 123904.22| 9.10000 104304.20| 9.50000 108889.00 B BORROW | | | 0025 303-52308 1028.000 TON | 12.24000 12582.72| 7.00000 7196.00| 10.00000 10280.00 COMPACTED AGGREGATE, O, 53 | | | 0026 305-05204 250.000 TON | 145.00000 36250.00| 90.00000 22500.00| 225.00000 56250.00 HMA FOR PATCHING | | | 0027 401-05437 4865.000 TON | 31.34000 152469.10| 28.00000 136220.00| 30.00000 145950.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05454 2593.000 TON | 29.26000 75871.18| 30.00000 77790.00| 34.00000 88162.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0029 401-05456 14118.000 TON | 35.97000 507824.46| 46.50000 656487.00| 38.00000 536484.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 401-05462 631.000 TON | 31.93000 20147.83| 31.00000 19561.00| 34.00000 21454.00 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0031 401-05464 526.000 TON | 39.14000 20587.64| 39.00000 20514.00| 38.00000 19988.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0032 401-05467 150000.000 LFT | 0.27000 40500.00| 0.01000 1500.00| 0.11000 16500.00 MILLED HMA CORRUGATIONS | | | 0033 402-05477 8950.000 TON | 30.01000 268589.50| 31.00000 277450.00| 36.00000 322200.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,318.54 ROUTE : I-90 CALL ORDER : 321 CONTRACT ID : RT-26144-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 06/18/02 10:00 AM DISTRICT : TOLL ST. JOSEPH OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 405-05517 15.000 TON | 346.00000 5190.00| 0.01000 0.15| 250.00000 3750.00 ASPHALT FOR PRIME COAT | | | 0035 406-05520 68.300 TON | 443.72000 30306.08| 200.00000 13660.00| 225.00000 15367.50 ASPHALT FOR TACK COAT | | | 0036 603-06040 2150.000 LFT | 4.00000 8600.00| 4.00000 8600.00| 4.50000 9675.00 FENCE, FARM FIELD, 47 IN. | | | 0037 616-02842 18.000 TON | 71.29000 1283.22| 50.00000 900.00| 45.00000 810.00 RIPRAP, DITCH | | | 0038 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01853 11800.000 SYS | 0.38000 4484.00| 0.38000 4484.00| 0.50000 5900.00 MULCHED SEEDING, GRASS, 1 | | | 0040 621-06570 1330.000 CYS | 21.11000 28076.30| 0.01000 13.30| 11.25000 14962.50 TOP SOIL | | | 0041 621-06574 13628.000 SYS | 2.82000 38430.96| 0.01000 136.28| 1.00000 13628.00 SODDING | | | 0042 715-06507 30.000 LFT | 38.60000 1158.00| 25.00000 750.00| 28.00000 840.00 PIPE, RCP, II, D0.01=1250, 18 IN. | | | 0043 715-06521 60.000 LFT | 29.73000 1783.80| 20.00000 1200.00| 27.00000 1620.00 PIPE, CORRUGATED PE, S, 24 IN. | | | 0044 715-25764 2.000 EACH| 1660.00000 3320.00| 1400.00000 2800.00| 1800.00000 3600.00 GRATED BOX END SECTION, I, 2:1, 12 IN. | | | 0045 715-46020 3.000 EACH| 439.00000 1317.00| 270.00000 810.00| 300.00000 900.00 PIPE END SECTION, 24 IN. | | | 0046 801-01093 4.000 EACH| 810.00000 3240.00| 810.00000 3240.00| 820.00000 3280.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0047 801-06207 9000.000 LFT | 1.01000 9090.00| 0.80000 7200.00| 1.00000 9000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06640 50.000 EACH| 96.00000 4800.00| 96.00000 4800.00| 100.00000 5000.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 52.00000 208.00 CONSTRUCTION SIGN, B | | | 0050 801-06710 90.000 DAY | 18.00000 1620.00| 18.00000 1620.00| 18.00000 1620.00 FLASHING ARROW SIGN | | | 0051 801-06775 LUMP| 5650.00000 5650.00| 64110.00000 64110.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0052 801-09133 2.000 EACH| 4700.00000 9400.00| 4700.00000 9400.00| 4700.00000 9400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 321 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,318.54 ROUTE : I-90 CALL ORDER : 321 CONTRACT ID : RT-26144-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 06/18/02 10:00 AM DISTRICT : TOLL ST. JOSEPH OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 802-02293 12.000 CYS | 450.00000 5400.00| 450.00000 5400.00| 450.00000 5400.00 CONCRETE, SIGN FOUNDATION | | | 0054 805-86839 800.000 LFT | 0.60000 480.00| 0.60000 480.00| 0.60000 480.00 WIRE, THW, NO. 4 COPPER IN CONDUIT, 1C | | | 0055 807-06476 2.000 EACH| 2680.00000 5360.00| 2680.00000 5360.00| 2680.00000 5360.00 LIGHT POLE, HIGH MAST, RELOCATE | | | 0056 808-75002 4300.000 LFT | 0.18000 774.00| 0.18000 774.00| 0.18000 774.00 LINE, PAINT, BROKEN, WHITE, 6 IN. | | | 0057 808-75007 77657.000 LFT | 0.18000 13978.26| 0.18000 13978.26| 0.18000 13978.26 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0058 808-75047 41225.000 LFT | 0.18000 7420.50| 0.18000 7420.50| 0.18000 7420.50 LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0059 808-75996 734.000 EACH| 10.46000 7677.64| 8.00000 5872.00| 3.00000 2202.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 734.000 EACH| 24.00000 17616.00| 24.00000 17616.00| 25.00000 18350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 808-96075 52864.000 LFT | 0.55000 29075.20| 0.55000 29075.20| 0.55000 29075.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | 0062 621-06574 4100.000 SYS | 2.82000 11562.00| 2.82000 11562.00| 1.00000 4100.00 SODDING | | | SECTION TOTALS | $ 1,628,549.61| $ 1,721,079.68| $ 1,731,837.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,628,549.61| $ 1,721,079.68| $ 1,731,837.18 ====================================================================================================================================