INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,799.76 ROUTE : SR 340 CALL ORDER : 601 CONTRACT ID : M -25995-A COUNTIES : CLAY LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 03/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 100000F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORP. $ 92,442.15 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 95,151.85 102.9312% 3 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 105,445.00 114.0659% 4 35-1801998 CLR, INC. $ 107,673.60 116.4767% 5 35-1817574 YARDBERRY LANDSCAPE $ 113,646.00 122.9374% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 117,059.50 126.6300% 7 35-1991044 JOHNSON COMPANY INC. $ 120,971.50 130.8618% 8 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 147,059.80 159.0830% 9 35-1673827 HENDERSON, H.E., INC. $ 165,409.86 178.9333% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0999231 |(3) 38-1894432 |FOX CONTRACTORS CORP. |HUNT PAVING COMPANY, INC. |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 5.000 MOS | 1050.00000 5250.00| 1206.15000 6030.75| 500.00000 2500.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2310.00000 2310.00| 2420.00000 2420.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2000.00000 2000.00| 4105.50000 4105.50| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 1943.26000 1943.26| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10650.00000 10650.00| 2649.90000 2649.90| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0006 211-02060 100.000 CYS | 27.00000 2700.00| 25.39000 2539.00| 25.00000 2500.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 213-52830 205.000 CYS | 67.00000 13735.00| 63.74000 13066.70| 80.00000 16400.00 FLOWABLE MORTAR | | | 0008 303-52308 30.000 TON | 31.00000 930.00| 20.53000 615.90| 30.00000 900.00 COMPACTED AGGREGATE, O, 53 | | | 0009 502-06327 160.000 SYS | 52.50000 8400.00| 56.76000 9081.60| 70.00000 11200.00 PCCP, 10 IN. | | | 0010 503-05240 48.000 LFT | 22.00000 1056.00| 5.69000 273.12| 40.00000 1920.00 D-1 CONTRACTION JOINT | | | 0011 616-02320 400.000 SYS | 3.15000 1260.00| 3.39000 1356.00| 2.00000 800.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 601 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,799.76 ROUTE : SR 340 CALL ORDER : 601 CONTRACT ID : M -25995-A COUNTIES : CLAY LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0999231 |(3) 38-1894432 |FOX CONTRACTORS CORP. |HUNT PAVING COMPANY, INC. |IAFRATE, ANGELO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 616-06405 450.000 TON | 22.50000 10125.00| 26.90000 12105.00| 20.00000 9000.00 RIPRAP, REVETMENT | | | 0013 621-01004 1.000 EACH| 262.50000 262.50| 262.50000 262.50| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06560 250.000 SYS | 3.45000 862.50| 3.41000 852.50| 4.00000 1000.00 MULCHED SEEDING, U | | | 0015 714-03571 108.000 LFT | 69.00000 7452.00| 303.84000 32814.72| 200.00000 21600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 3 FT. INSTALLATION | | | 0016 801-04308 2.000 EACH| 105.00000 210.00| 105.00000 210.00| 150.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0017 801-06605 4.000 EACH| 84.00000 336.00| 84.00000 336.00| 50.00000 200.00 BARRICADE, IIIA | | | 0018 801-06606 8.000 EACH| 73.50000 588.00| 73.50000 588.00| 60.00000 480.00 BARRICADE, IIIB | | | 0019 801-06625 3.000 EACH| 99.75000 299.25| 99.75000 299.25| 85.00000 255.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0020 801-06640 12.000 EACH| 63.00000 756.00| 63.00000 756.00| 100.00000 1200.00 CONSTRUCTION SIGN, A | | | 0021 801-06645 5.000 EACH| 31.50000 157.50| 31.50000 157.50| 50.00000 250.00 CONSTRUCTION SIGN, B | | | 0022 801-06775 LUMP| 2800.00000 2800.00| 2386.25000 2386.25| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0023 808-06713 120.000 LFT | 1.26000 151.20| 1.26000 151.20| 6.00000 720.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 120.000 LFT | 1.26000 151.20| 1.26000 151.20| 6.00000 720.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 92,442.15| $ 95,151.85| $ 105,445.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 92,442.15| $ 95,151.85| $ 105,445.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 601 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,799.76 ROUTE : SR 340 CALL ORDER : 601 CONTRACT ID : M -25995-A COUNTIES : CLAY LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1817574 |(6) 35-0918397 |CLR, INC. |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 5.000 MOS | 1090.00000 5450.00| 2000.00000 10000.00| 2300.00000 11500.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2400.00000 2400.00| 3000.00000 3000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5250.00000 5250.00| 5600.00000 5600.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3150.00000 3150.00| 10300.00000 10300.00| 5770.00000 5770.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 18000.00000 18000.00| 15000.00000 15000.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0006 211-02060 100.000 CYS | 55.00000 5500.00| 35.00000 3500.00| 29.00000 2900.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 213-52830 205.000 CYS | 150.00000 30750.00| 60.00000 12300.00| 88.00000 18040.00 FLOWABLE MORTAR | | | 0008 303-52308 30.000 TON | 45.00000 1350.00| 60.00000 1800.00| 52.00000 1560.00 COMPACTED AGGREGATE, O, 53 | | | 0009 502-06327 160.000 SYS | 43.00000 6880.00| 25.00000 4000.00| 64.00000 10240.00 PCCP, 10 IN. | | | 0010 503-05240 48.000 LFT | 10.00000 480.00| 12.00000 576.00| 43.00000 2064.00 D-1 CONTRACTION JOINT | | | 0011 616-02320 400.000 SYS | 9.00000 3600.00| 3.50000 1400.00| 4.00000 1600.00 GEOTEXTILES | | | 0012 616-06405 450.000 TON | 16.00000 7200.00| 35.00000 15750.00| 30.00000 13500.00 RIPRAP, REVETMENT | | | 0013 621-01004 1.000 EACH| 200.00000 200.00| 750.00000 750.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06560 250.000 SYS | 3.90000 975.00| 1.50000 375.00| 3.25000 812.50 MULCHED SEEDING, U | | | 0015 714-03571 108.000 LFT | 117.00000 12636.00| 205.00000 22140.00| 225.00000 24300.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 3 FT. INSTALLATION | | | 0016 801-04308 2.000 EACH| 156.00000 312.00| 147.00000 294.00| 100.00000 200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0017 801-06605 4.000 EACH| 96.00000 384.00| 53.00000 212.00| 80.00000 320.00 BARRICADE, IIIA | | | 0018 801-06606 8.000 EACH| 84.00000 672.00| 60.00000 480.00| 70.00000 560.00 BARRICADE, IIIB | | | 0019 801-06625 3.000 EACH| 150.00000 450.00| 88.00000 264.00| 95.00000 285.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 601 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,799.76 ROUTE : SR 340 CALL ORDER : 601 CONTRACT ID : M -25995-A COUNTIES : CLAY LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1817574 |(6) 35-0918397 |CLR, INC. |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06640 12.000 EACH| 72.00000 864.00| 100.00000 1200.00| 60.00000 720.00 CONSTRUCTION SIGN, A | | | 0021 801-06645 5.000 EACH| 35.00000 175.00| 53.00000 265.00| 30.00000 150.00 CONSTRUCTION SIGN, B | | | 0022 801-06775 LUMP| 650.00000 650.00| 3000.00000 3000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0023 808-06713 120.000 LFT | 1.44000 172.80| 6.00000 720.00| 1.20000 144.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 120.000 LFT | 1.44000 172.80| 6.00000 720.00| 1.20000 144.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 107,673.60| $ 113,646.00| $ 117,059.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 107,673.60| $ 113,646.00| $ 117,059.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 601 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,799.76 ROUTE : SR 340 CALL ORDER : 601 CONTRACT ID : M -25995-A COUNTIES : CLAY LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-2070195 |(9) 35-1673827 |JOHNSON COMPANY INC. |ALPHA EXCAVATING & LANDSCAPI|HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 5.000 MOS | 900.00000 4500.00| 1200.00000 6000.00| 1050.00000 5250.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2450.00000 2450.00| 4500.00000 4500.00| 5628.80000 5628.80 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5000.00000 5000.00| 6500.00000 6500.00| 28500.00000 28500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 4780.40000 4780.40 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 19100.00000 19100.00| 18000.00000 18000.00| 23552.00000 23552.00 PRESENT STRUCTURE, REMOVE | | | 0006 211-02060 100.000 CYS | 14.80000 1480.00| 22.00000 2200.00| 52.40000 5240.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 213-52830 205.000 CYS | 77.00000 15785.00| 97.56000 19999.80| 138.19000 28328.95 FLOWABLE MORTAR | | | 0008 303-52308 30.000 TON | 16.00000 480.00| 25.00000 750.00| 46.79000 1403.70 COMPACTED AGGREGATE, O, 53 | | | 0009 502-06327 160.000 SYS | 70.00000 11200.00| 115.00000 18400.00| 86.78000 13884.80 PCCP, 10 IN. | | | 0010 503-05240 48.000 LFT | 15.00000 720.00| 25.00000 1200.00| 22.09000 1060.32 D-1 CONTRACTION JOINT | | | 0011 616-02320 400.000 SYS | 3.25000 1300.00| 3.00000 1200.00| 2.02000 808.00 GEOTEXTILES | | | 0012 616-06405 450.000 TON | 15.50000 6975.00| 22.70000 10215.00| 32.19000 14485.50 RIPRAP, REVETMENT | | | 0013 621-01004 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 262.50000 262.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06560 250.000 SYS | 3.59000 897.50| 3.75000 937.50| 3.41000 852.50 MULCHED SEEDING, U | | | 0015 714-03571 108.000 LFT | 269.25000 29079.00| 350.00000 37800.00| 228.03000 24627.24 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 3 FT. INSTALLATION | | | 0016 801-04308 2.000 EACH| 105.00000 210.00| 145.00000 290.00| 105.00000 210.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0017 801-06605 4.000 EACH| 85.00000 340.00| 100.00000 400.00| 84.00000 336.00 BARRICADE, IIIA | | | 0018 801-06606 8.000 EACH| 75.00000 600.00| 75.00000 600.00| 73.50000 588.00 BARRICADE, IIIB | | | 0019 801-06625 3.000 EACH| 100.00000 300.00| 92.50000 277.50| 99.75000 299.25 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 601 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,799.76 ROUTE : SR 340 CALL ORDER : 601 CONTRACT ID : M -25995-A COUNTIES : CLAY LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-2070195 |(9) 35-1673827 |JOHNSON COMPANY INC. |ALPHA EXCAVATING & LANDSCAPI|HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06640 12.000 EACH| 65.00000 780.00| 92.50000 1110.00| 63.00000 756.00 CONSTRUCTION SIGN, A | | | 0021 801-06645 5.000 EACH| 35.00000 175.00| 60.00000 300.00| 31.50000 157.50 CONSTRUCTION SIGN, B | | | 0022 801-06775 LUMP| 14000.00000 14000.00| 7500.00000 7500.00| 4096.00000 4096.00 MAINTAINING TRAFFIC | | | 0023 808-06713 120.000 LFT | 1.25000 150.00| 5.75000 690.00| 1.26000 151.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 120.000 LFT | 1.25000 150.00| 5.75000 690.00| 1.26000 151.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 120,971.50| $ 147,059.80| $ 165,409.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 120,971.50| $ 147,059.80| $ 165,409.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 641 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,172.97 ROUTE : VARIOUS CALL ORDER : 641 CONTRACT ID : M -26040-A COUNTIES : VARIOUS LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 100000J SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 281,851.80 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 286,416.00 101.6193% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 | |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 601-01128 2.000 EACH| 795.00000 1590.00| 1300.00000 2600.00| GUARDRAIL TRANSITION TYPE WGB | | | 0002 601-01522 2.000 EACH| 1053.00000 2106.00| 1400.00000 2800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0003 601-01700 4.000 EACH| 1335.00000 5340.00| 1700.00000 6800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0004 601-01867 2.000 EACH| 1350.00000 2700.00| 1475.00000 2950.00| GUARDRAIL TRANSITION, TGB RETROFIT | | | 0005 601-02211 7.000 EACH| 35.00000 245.00| 58.00000 406.00| GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | | IN LONG, GALVANIZED | | | 0006 601-02636 150.000 LFT | 13.50000 2025.00| 17.00000 2550.00| GUARDRAIL, W BEAM, NESTED | | | 0007 601-03452 200.000 EACH| 70.00000 14000.00| 90.00000 18000.00| EXCAVATION OF DAMAGED STEEL BEAM | | | GUARDRAIL BURIED END SECTION, LABOR ONLY| | | 0008 601-03453 12.000 EACH| 10.00000 120.00| 15.00000 180.00| GUARDRAIL, CLAMP BAR, 7.125 IN., | | | ALUMINUM | | | 0009 601-03456 2.000 EACH| 70.00000 140.00| 80.00000 160.00| GUARDRAIL POST, WOOD TYPE W5 | | | 0010 601-03471 4.000 EACH| 2685.00000 10740.00| 3500.00000 14000.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0011 601-03599 6.000 EACH| 101.00000 606.00| 130.00000 780.00| GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 641 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,172.97 ROUTE : VARIOUS CALL ORDER : 641 CONTRACT ID : M -26040-A COUNTIES : VARIOUS LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 | |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-03677 4.000 EACH| 522.00000 2088.00| 75.00000 300.00| ANCHOR, TYPE 5 | | | 0013 601-06035 1000.000 LFT | 6.50000 6500.00| 4.00000 4000.00| GUARDRAIL, RESET | | | 0014 601-06774 10.000 EACH| 3250.00000 32500.00| 3800.00000 38000.00| COMBINATION ATTENUATING TERMINAL | | | 0015 601-06798 50.000 EACH| 7.95000 397.50| 15.00000 750.00| TIMBER BLOCK | | | 0016 601-61320 100.000 LFT | 7.86000 786.00| 10.00000 1000.00| CURVED SECTION, STEEL BEAM GUARDRAIL | | | GALVANIZED, 12 GA. | | | 0017 601-61340 120.000 EACH| 65.00000 7800.00| 56.00000 6720.00| GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0018 601-61350 120.000 EACH| 15.35000 1842.00| 14.00000 1680.00| GUARD RAIL POST BRACKET, 15.5 LBS PER | | | LFT., GALVANIZED, 1 FT. 2.25 IN. | | | 0019 601-61360 100.000 EACH| 36.00000 3600.00| 40.00000 4000.00| GUARD RAIL POST, 8.5 LBS PER LFT., | | | GALVANIZED, 5 FT. 9 IN. LONG | | | 0020 601-61370 100.000 EACH| 13.00000 1300.00| 15.00000 1500.00| GUARD RAIL POST BRACKET, 8.5 LBS PER | | | LFT., GALVANIZED 1 FT. 2.25 IN. | | | 0021 601-61380 10.000 EACH| 21.10000 211.00| 32.00000 320.00| GUARD RAIL TERMINAL SECTION, FLATEND, | | | GALVANIZED | | | 0022 601-61390 10.000 EACH| 26.00000 260.00| 40.00000 400.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0023 601-61400 10.000 EACH| 358.00000 3580.00| 750.00000 7500.00| GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0024 601-61550 8.000 EACH| 67.85000 542.80| 40.00000 320.00| GUARD RAIL TERMINAL END SECTION, | | | ALUMINUM | | | 0025 601-62070 10000.000 LFT | 5.25000 52500.00| 5.25000 52500.00| GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0026 601-62090 3300.000 LFT | 2.70000 8910.00| 2.75000 9075.00| GUARD RAIL, STEEL BEAM, INSTALL | | | 0027 601-62100 350.000 EACH| 18.00000 6300.00| 26.00000 9100.00| GUARD RAIL POST, STEEL, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 641 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,172.97 ROUTE : VARIOUS CALL ORDER : 641 CONTRACT ID : M -26040-A COUNTIES : VARIOUS LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 | |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 601-62110 350.000 LFT | 2.50000 875.00| 3.00000 1050.00| GUARD RAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0029 601-62120 100.000 EACH| 5.50000 550.00| 7.00000 700.00| GUARD RAIL POST BRACKET, INSTALL | | | 0030 601-62150 50.000 EACH| 94.00000 4700.00| 70.00000 3500.00| GUARD RAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 7 FT. 0 IN. LONG | | | 0031 601-62297 10.000 EACH| 35.00000 350.00| 50.00000 500.00| GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0032 601-62530 4.000 EACH| 269.00000 1076.00| 65.00000 260.00| GUARD RAIL PIER CONNECTION, ES | | | 0033 601-62540 750.000 EACH| 13.50000 10125.00| 16.00000 12000.00| GUARD RAIL POST, PLUMB | | | 0034 601-62550 900.000 LFT | 9.00000 8100.00| 4.55000 4095.00| GUARD RAIL, TUBING, ELLIPTICAL, ALUMINUM| | | 0035 601-62580 12.000 EACH| 23.50000 282.00| 20.00000 240.00| GUARD RAIL SPLICE BAR, ALUMINUM | | | 0036 601-62630 50.000 EACH| 91.63000 4581.50| 50.00000 2500.00| GUARD RAIL POST, ALUMINUM, 6 FT. 3 IN. | | | 0037 601-62640 25.000 EACH| 93.75000 2343.75| 50.00000 1250.00| GUARD RAIL POST, ALUMINUM, 5 FT. 3 IN. | | | 0038 601-62680 8.000 EACH| 780.00000 6240.00| 500.00000 4000.00| GUARD RAIL TERMINAL SECTION, SINGLE | | | FACE, BURIED END, ALUMINUM | | | 0039 601-90382 10.000 EACH| 100.00000 1000.00| 85.00000 850.00| GUARD RAIL POST, ALUMINUM, 7 FT. | | | 0040 601-90389 10.000 EACH| 75.00000 750.00| 60.00000 600.00| GUARD RAIL TERMINAL SECTION, GALVANIZED,| | | 11 IN. | | | 0041 601-90677 2.000 EACH| 40.00000 80.00| 75.00000 150.00| DRILLED BRACKET, INSTALL | | | 0042 601-91198 1.000 EACH| 175.00000 175.00| 125.00000 125.00| GUARD RAIL POST, MODIFIED | | | 0043 601-91504 5.000 EACH| 77.75000 388.75| 140.00000 700.00| GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0044 601-91505 5.000 EACH| 58.00000 290.00| 92.00000 460.00| GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0045 601-91510 2.000 EACH| 58.00000 116.00| 92.00000 184.00| GUARD RAIL POST, W3, 8 IN. X 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 641 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,172.97 ROUTE : VARIOUS CALL ORDER : 641 CONTRACT ID : M -26040-A COUNTIES : VARIOUS LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 | |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 601-91511 2.000 EACH| 58.00000 116.00| 92.00000 184.00| GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0047 601-91542 5.000 EACH| 12.00000 60.00| 25.00000 125.00| GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0048 601-91575 2.000 EACH| 12.00000 24.00| 25.00000 50.00| GUARD RAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0049 601-91576 2.000 EACH| 10.00000 20.00| 24.00000 48.00| GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0050 601-91649 2.000 EACH| 115.00000 230.00| 160.00000 320.00| GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0051 601-91653 2.000 EACH| 95.00000 190.00| 150.00000 300.00| GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0052 601-93346 6.000 EACH| 36.00000 216.00| 75.00000 450.00| GUARD RAIL CONNECTOR, AS | | | 0053 601-94689 10.000 EACH| 2615.00000 26150.00| 2525.00000 25250.00| GUARDRAIL END TREATMENT, OS | | | 0054 601-95342 4.000 EACH| 66.00000 264.00| 80.00000 320.00| GUARD RAIL SPLICE PLATE, C, GALVANIZED | | | 0055 601-95972 5.000 EACH| 51.00000 255.00| 100.00000 500.00| GUARD RAIL POST (CRT), 8 IN.X 6 | | | IN.TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0056 601-98636 1500.000 LFT | 5.40000 8100.00| 4.65000 6975.00| GUARD RAIL CHANNEL, 6.7 LBS PER LFT., | | | GALVANIZED, 5 IN. | | | 0057 601-98637 4.000 EACH| 34.00000 136.00| 50.00000 200.00| GUARD RAIL BURIED END, TERMINAL | | | CONNECTOR, GALVANIZED | | | 0058 601-98638 4.000 EACH| 23.50000 94.00| 30.00000 120.00| GUARD RAIL SPLICE PLATE, ALUMINUM | | | 0059 601-99105 650.000 LFT | 9.51000 6181.50| 11.00000 7150.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0060 601-99108 350.000 LFT | 15.24000 5334.00| 15.24000 5334.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0061 706-01515 4.000 EACH| 97.00000 388.00| 40.00000 160.00| BRIDGE BRACKET, A, ALUMINUM | | | 0062 706-05587 5.000 EACH| 200.00000 1000.00| 350.00000 1750.00| BRIDGE BARRIER RAIL BRACKET, CONCRETE, | | | INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 641 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,172.97 ROUTE : VARIOUS CALL ORDER : 641 CONTRACT ID : M -26040-A COUNTIES : VARIOUS LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 | |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 706-62380 15.000 EACH| 250.00000 3750.00| 35.00000 525.00| BRIDGE RAILING POST, 5A | | | 0064 706-62390 4.000 EACH| 245.00000 980.00| 40.00000 160.00| BRIDGE RAILING POST, 6 | | | 0065 706-62400 4.000 EACH| 245.00000 980.00| 40.00000 160.00| BRIDGE RAILING POST, 7 | | | 0066 706-90672 4.000 EACH| 250.00000 1000.00| 40.00000 160.00| BRIDGE RAILING POST, ALUMINUM, 5 | | | 0067 706-94133 330.000 LFT | 28.00000 9240.00| 14.00000 4620.00| RAILING, TUBE, GALVANIZED STEEL | | | 0068 706-95431 2.000 EACH| 300.00000 600.00| 400.00000 800.00| BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE A | | | 0069 706-95432 2.000 EACH| 573.00000 1146.00| 500.00000 1000.00| BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE B | | | 0070 706-95433 2.000 EACH| 573.00000 1146.00| 500.00000 1000.00| BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE C | | | 0071 706-98639 4.000 EACH| 42.50000 170.00| 15.00000 60.00| BRIDGE RAILING SPLICE BAR, ALUMINUM | | | 0072 711-51823 6.000 EACH| 19.00000 114.00| 30.00000 180.00| EXPANSION ANCHOR, 0.75 IN. | | | 0073 801-06775 LUMP| 1500.00000 1500.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0074 802-97573 4.000 EACH| 60.00000 240.00| 40.00000 160.00| ANGLE POST | | | 0075 803-61430 10.000 EACH| 73.75000 737.50| 40.00000 400.00| BRIDGE BRACKET A, GALVANIZED | | | 0076 803-61440 10.000 EACH| 73.75000 737.50| 40.00000 400.00| BRIDGE BRACKET B, GALVANIZED | | | SECTION TOTALS | $ 281,851.80| $ 286,416.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 281,851.80| $ 286,416.00| ====================================================================================================================================