INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,785.00 ROUTE : CALL ORDER : 530 CONTRACT ID : M -27902-A COUNTIES : OWEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 126,487.34 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 150,627.00 119.0846% 3 35-1341287 HARCO ASPHALT PAVING INC. $ 176,692.00 139.6915% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 178,077.00 140.7864% ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1418333 |( 3 ) 35-1341287 |WABASH VALLEY ASPHALT CO. LL |ROGERS GROUP, INC. |HARCO ASPHALT PAVING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 6200.00000 6200.00| 15000.00000 15000.00| 8500.00000 8500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 50.000 TON | 10.00000 500.00| 42.00000 2100.00| 25.00000 1250.00 COMPACTED AGGREGATE, NO. 53 | | | 0005 303-07449 200.000 TON | 56.00000 11200.00| 42.00000 8400.00| 30.00000 6000.00 COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07489 50.000 TON | 25.00000 1250.00| 75.00000 3750.00| 100.00000 5000.00 HMA PATCHING, TYPE A | | | 0007 304-07492 75.000 TON | 57.42000 4306.50| 50.00000 3750.00| 100.00000 7500.00 WIDENING WITH HMA, TYPE A | | | 0008 402-07450 2100.000 TON | 46.78000 98238.00| 50.00000 105000.00| 66.40000 139440.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0009 406-05520 5.000 TON | 239.40000 1197.00| 205.00000 1025.00| 300.00000 1500.00 ASPHALT FOR TACK COAT | | | 0010 801-06640 4.000 EACH | 210.00000 840.00| 150.00000 600.00| 250.00000 1000.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP | 2753.84000 2753.84| 11000.00000 11000.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 126,487.34| $ 150,627.00| $ 176,692.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 126,487.34| $ 150,627.00| $ 176,692.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,785.00 ROUTE : CALL ORDER : 530 CONTRACT ID : M -27902-A COUNTIES : OWEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 9000.00000 9000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 50.000 TON | 45.00000 2250.00| | COMPACTED AGGREGATE, NO. 53 | | | 0005 303-07449 200.000 TON | 52.00000 10400.00| | COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07489 50.000 TON | 142.00000 7100.00| | HMA PATCHING, TYPE A | | | 0007 304-07492 75.000 TON | 125.00000 9375.00| | WIDENING WITH HMA, TYPE A | | | 0008 402-07450 2100.000 TON | 65.00000 136500.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0009 406-05520 5.000 TON | 270.00000 1350.00| | ASPHALT FOR TACK COAT | | | 0010 801-06640 4.000 EACH | 225.00000 900.00| | CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP | 1200.00000 1200.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 178,077.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 178,077.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 28 CALL ORDER : 540 CONTRACT ID : M -28237-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 ISOM, JACK CONSTRUCTION CO $193,855.69 100.0000% 2 ATLAS EXCAVATING, INC. $194,178.62 99.8337% 3 DEICHMAN EXCAVATING CO $202,967.60 95.6698% 4 MILESTONE CONTRACTORS, L.P. $211,973.30 95.7515% 5 HIS CONSTRUCTORS LLC $217,432.02 97.4895% 6 RIETH RILEY CONSTRUCTION $222,000.00 97.9423% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 142,942.00 ROUTE : CALL ORDER : 550 CONTRACT ID : M -28287-A COUNTIES : PUTNAM LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 103,959.14 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 120,946.00 116.3399% 3 35-1341287 HARCO ASPHALT PAVING INC. $ 132,182.00 127.1480% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 143,677.00 138.2053% ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1418333 |( 3 ) 35-1341287 |WABASH VALLEY ASPHALT CO. LL |ROGERS GROUP, INC. |HARCO ASPHALT PAVING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 3660.00000 3660.00| 10000.00000 10000.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 301-07448 50.000 TON | 10.00000 500.00| 10.00000 500.00| 40.00000 2000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 304-07489 50.000 TON | 25.00000 1250.00| 77.50000 3875.00| 150.00000 7500.00 HMA PATCHING, TYPE A | | | 0006 402-07450 1900.000 TON | 50.41000 95779.00| 50.00000 95000.00| 57.50000 109250.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0007 406-05520 1.800 TON | 239.40000 430.92| 205.00000 369.00| 350.00000 630.00 ASPHALT FOR TACK COAT | | | 0008 801-06640 8.000 EACH | 157.50000 1260.00| 150.00000 1200.00| 250.00000 2000.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP | 1077.22000 1077.22| 10000.00000 10000.00| 4800.00000 4800.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 103,959.14| $ 120,946.00| $ 132,182.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 103,959.14| $ 120,946.00| $ 132,182.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 142,942.00 ROUTE : CALL ORDER : 550 CONTRACT ID : M -28287-A COUNTIES : PUTNAM LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 8500.00000 8500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 301-07448 50.000 TON | 57.00000 2850.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 304-07489 50.000 TON | 143.00000 7150.00| | HMA PATCHING, TYPE A | | | 0006 402-07450 1900.000 TON | 64.00000 121600.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0007 406-05520 1.800 TON | 275.00000 495.00| | ASPHALT FOR TACK COAT | | | 0008 801-06640 8.000 EACH | 235.00000 1880.00| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP | 1200.00000 1200.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 143,677.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 143,677.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,034.04 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -28364-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 340,910.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 350,825.00 102.9084% 3 35-2110733 SPECIALTIES COMPANY LLC $ 497,706.00 145.9934% ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0002 202-02241 1000.000 LFT | 3.00000 3000.00| 3.00000 3000.00| 4.00000 4000.00 GUARDRAIL, REMOVE | | | 0003 601-01846 2.000 EACH | 1875.00000 3750.00| 1875.00000 3750.00| 2400.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0004 601-02208 1.000 EACH | 78.00000 78.00| 78.00000 78.00| 120.00000 120.00 GUARDRAIL TERMINAL SECTION, GALVANIZED, | | | 11 IN., INSTALLED | | | 0005 601-02209 1.000 EACH | 45.00000 45.00| 45.00000 45.00| 100.00000 100.00 GUARDRAIL, STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE, GALVANIZED, INSTALLED| | | 0006 601-02211 250.000 EACH | 60.00000 15000.00| 50.00000 12500.00| 80.00000 20000.00 GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | | IN LONG, GALVANIZED | | | 0007 601-02212 250.000 EACH | 15.00000 3750.00| 18.50000 4625.00| 20.00000 5000.00 GUARDRAIL POST, BRACKET, 8.5 LBS PER FT | | | GALVANIZED, 1 FT. 5 IN. | | | 0008 601-03457 10.000 EACH | 195.00000 1950.00| 155.00000 1550.00| 175.00000 1750.00 GUARDRAIL W THRIE BEAM RAIL SECTION, 12 | | | FT. 6 IN. | | | 0009 601-03463 5.000 EACH | 10.00000 50.00| 8.00000 40.00| 17.00000 85.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION, LABOR ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,034.04 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -28364-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0010 601-03469 200.000 EACH | 6.00000 1200.00| 6.00000 1200.00| 9.00000 1800.00 W BEAM BACK UP PLATE, STEEL | | | 0011 601-03471 5.000 EACH | 1350.00000 6750.00| 890.00000 4450.00| 1400.00000 7000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGE 1 | | | 0012 601-03471 5.000 EACH | 1950.00000 9750.00| 1700.00000 8500.00| 2500.00000 12500.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGE 1, 2 | | | 0013 601-03471 3.000 EACH | 2850.00000 8550.00| 2760.00000 8280.00| 3900.00000 11700.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGE 1, 2, 3 | | | 0014 601-03471 5.000 EACH | 3725.00000 18625.00| 3775.00000 18875.00| 4400.00000 22000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGE 1, 2, 3, 4 MS | | | 0015 601-03471 5.000 EACH | 3725.00000 18625.00| 3775.00000 18875.00| 4400.00000 22000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGE 1, 2, 3, 4 OS | | | 0016 601-03677 1.000 EACH | 250.00000 250.00| 700.00000 700.00| 800.00000 800.00 ANCHOR, TYPE 5 | | | 0017 601-05856 2.000 EACH | 475.00000 950.00| 310.00000 620.00| 525.00000 1050.00 CAT , 10 GA. SLOTTED RAIL, MKWB | | | 0018 601-05856 2.000 EACH | 320.00000 640.00| 250.00000 500.00| 425.00000 850.00 CAT , 12 GA. SLOTTED RAIL, MKWB | | | 0019 601-05856 5.000 EACH | 105.00000 525.00| 200.00000 1000.00| 330.00000 1650.00 CAT , FOUNDATION TUBE, RESET | | | 0020 601-05856 1.000 EACH | 250.00000 250.00| 175.00000 175.00| 450.00000 450.00 CAT , NOSE PLATE, MKNP | | | 0021 601-05856 5.000 EACH | 250.00000 1250.00| 200.00000 1000.00| 400.00000 2000.00 CAT , NOSE SIDE PLATE, MKSD | | | 0022 601-05856 1.000 EACH | 900.00000 900.00| 604.00000 604.00| 1500.00000 1500.00 CAT , REPAIR, LABOR ONLY | | | 0023 601-05856 1.000 EACH | 425.00000 425.00| 375.00000 375.00| 550.00000 550.00 CAT , STAGE 1 REPAIR, LABOR ONLY | | | 0024 601-05856 1.000 EACH | 450.00000 450.00| 325.00000 325.00| 850.00000 850.00 CAT , STAGE 2 REPAIR, LABOR ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,034.04 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -28364-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0025 601-05856 1.000 EACH | 500.00000 500.00| 325.00000 325.00| 1150.00000 1150.00 CAT , STAGE 3 REPAIR, LABOR ONLY | | | 0026 601-05856 10.000 EACH | 130.00000 1300.00| 150.00000 1500.00| 200.00000 2000.00 CAT POST, WOOD, NO. 2-6 | | | 0027 601-05856 5.000 EACH | 150.00000 750.00| 170.00000 850.00| 200.00000 1000.00 CAT POST, WOOD, NO.1 | | | 0028 601-05857 50.000 EACH | 15.00000 750.00| 22.00000 1100.00| 20.00000 1000.00 GUARDRAIL, BLOCKOUT, WOOD, 4 IN. X 6 IN | | | 0029 601-06037 1.000 EACH | 700.00000 700.00| 650.00000 650.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, I | | | 0030 601-06273 1.000 EACH | 50.00000 50.00| 35.00000 35.00| 75.00000 75.00 GUARDRAIL END TREATMENT, SKT-350 , | | | ET-2000, BLOCKS ONLY | | | 0031 601-06273 3.000 EACH | 800.00000 2400.00| 850.00000 2550.00| 1100.00000 3300.00 GUARDRAIL END TREATMENT, SKT-350 , | | | ET-2000, HEAD ONLY | | | 0032 601-06273 1.000 EACH | 175.00000 175.00| 100.00000 100.00| 250.00000 250.00 GUARDRAIL END TREATMENT, SKT-350 , | | | ET-2000, POST ONLY | | | 0033 601-06273 1.000 EACH | 200.00000 200.00| 300.00000 300.00| 425.00000 425.00 GUARDRAIL END TREATMENT, SKT-350 , | | | ET-2000, RESET HEAD | | | 0034 601-06273 1.000 EACH | 300.00000 300.00| 325.00000 325.00| 390.00000 390.00 GUARDRAIL END TREATMENT, SKT-350 , | | | ET-2000, SLOTTED RAIL ONLY | | | 0035 601-06854 1.000 EACH | 22.00000 22.00| 22.00000 22.00| 40.00000 40.00 GUARDRAIL, W-BEAM, NESTED , TIMBER | | | BLOCK ONLY | | | 0036 601-52540 1.000 EACH | 1875.00000 1875.00| 2000.00000 2000.00| 2700.00000 2700.00 GUARDRAIL TERMINAL SECTION, W BEAM | | | 0037 601-61320 400.000 LFT | 12.25000 4900.00| 17.00000 6800.00| 14.00000 5600.00 CURVED SECTION, STEEL BEAM GUARDRAIL | | | GALVANIZED, 12 GA. | | | 0038 601-61330 370.000 LFT | 5.00000 1850.00| 10.00000 3700.00| 12.00000 4440.00 CHANNEL, 6.7 LBS PER LFT, 5 IN., | | | GALVANIZED | | | 0039 601-61340 60.000 EACH | 70.00000 4200.00| 91.00000 5460.00| 120.00000 7200.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,034.04 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -28364-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-61380 1.000 EACH | 50.00000 50.00| 40.00000 40.00| 85.00000 85.00 GUARD RAIL TERMINAL SECTION, FLATEND, | | | GALVANIZED | | | 0041 601-61390 10.000 EACH | 40.00000 400.00| 35.00000 350.00| 55.00000 550.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0042 601-61400 12.000 EACH | 565.00000 6780.00| 625.00000 7500.00| 800.00000 9600.00 GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0043 601-61410 1.000 EACH | 60.00000 60.00| 60.00000 60.00| 90.00000 90.00 GUARD RAIL TERMINAL SECTION, DOUBLE | | | FACE, GALVANIZED | | | 0044 601-61420 1.000 EACH | 625.00000 625.00| 670.00000 670.00| 950.00000 950.00 GUARD RAIL BURIED END, GALVANIZED, | | | DOUBLE FACE | | | 0045 601-61550 1.000 EACH | 70.00000 70.00| 75.00000 75.00| 110.00000 110.00 GUARD RAIL TERMINAL END SECTION, | | | ALUMINUM | | | 0046 601-62070 5000.000 LFT | 8.80000 44000.00| 9.50000 47500.00| 11.00000 55000.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0047 601-62090 1000.000 LFT | 3.00000 3000.00| 3.50000 3500.00| 4.00000 4000.00 GUARD RAIL, STEEL BEAM, INSTALL | | | 0048 601-62100 10.000 EACH | 25.00000 250.00| 27.00000 270.00| 40.00000 400.00 GUARD RAIL POST, STEEL, INSTALL | | | 0049 601-62110 200.000 LFT | 3.00000 600.00| 3.80000 760.00| 6.00000 1200.00 GUARD RAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0050 601-62120 10.000 EACH | 8.00000 80.00| 5.75000 57.50| 32.00000 320.00 GUARD RAIL POST BRACKET, INSTALL | | | 0051 601-62297 1.000 EACH | 55.00000 55.00| 65.00000 65.00| 130.00000 130.00 GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0052 601-62510 3.000 EACH | 55.00000 165.00| 55.00000 165.00| 130.00000 390.00 GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | MICHIGAN END SHOE | | | 0053 601-62530 1.000 EACH | 145.00000 145.00| 290.00000 290.00| 750.00000 750.00 GUARD RAIL PIER CONNECTION, ES | | | 0054 601-62540 700.000 EACH | 24.00000 16800.00| 24.00000 16800.00| 29.00000 20300.00 GUARD RAIL POST, PLUMB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 560 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,034.04 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -28364-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 601-62554 500.000 LFT | 2.75000 1375.00| 3.00000 1500.00| 10.00000 5000.00 GUARD RAIL, TUBING, ELLIPTICAL, | | | ALUMINUM, INSTALL | | | 0056 601-62570 1.000 EACH | 25.00000 25.00| 19.50000 19.50| 75.00000 75.00 GUARD RAIL DIAPHRAGM, ALUMINUM | | | 0057 601-62600 1.000 EACH | 50.00000 50.00| 72.00000 72.00| 150.00000 150.00 GUARD RAIL POST BRACKET, A, ALUMINUM | | | 0058 601-62720 50.000 LFT | 9.00000 450.00| 14.00000 700.00| 30.00000 1500.00 GUARD RAIL, TUBING, 1, ALUMINUM | | | 0059 601-62770 40.000 EACH | 10.00000 400.00| 10.00000 400.00| 30.00000 1200.00 GUARD RAIL ANCHOR, 0.75 IN. BOLT, | | | GALVANIZED THRU CONCRETE BRIDGE | | | 0060 601-90365 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 225.00000 225.00 ANCHOR CABLE ASSEMBLY, WITH ANCHOR AND | | | BEARING PLATE CONNECTIONS AND TAPERED | | | WASHER FOR BCT | | | 0061 601-90382 20.000 EACH | 50.00000 1000.00| 100.00000 2000.00| 200.00000 4000.00 GUARD RAIL POST, ALUMINUM, 7 FT. | | | 0062 601-90389 8.000 EACH | 75.00000 600.00| 78.00000 624.00| 120.00000 960.00 GUARD RAIL TERMINAL SECTION, GALVANIZED | | | 11 IN. | | | 0063 601-90677 20.000 EACH | 26.00000 520.00| 26.00000 520.00| 100.00000 2000.00 DRILLED BRACKET, INSTALL | | | 0064 601-90678 10.000 CYS | 225.00000 2250.00| 225.00000 2250.00| 300.00000 3000.00 CONCRETE, A, BURIED END SECTION | | | 0065 601-90960 40.000 LFT | 9.00000 360.00| 15.00000 600.00| 30.00000 1200.00 GUARD RAIL, TUBE, ALUMINUM, III | | | 0066 601-90962 5.000 EACH | 25.00000 125.00| 25.00000 125.00| 100.00000 500.00 GUARD RAIL EXPANSION ANCHORS, | | | REPLACEMENT | | | 0067 601-91197 100.000 EACH | 20.00000 2000.00| 25.00000 2500.00| 30.00000 3000.00 GUARD RAIL POST BRACKET, 15 LBS PER LFT | | | , ADJUSTABLE, 1 FT. 4.5 IN. | | | 0068 601-91423 1.000 EACH | 30.00000 30.00| 30.00000 30.00| 75.00000 75.00 GUARD RAIL SPLICE PLATE, C, LABOR ONLY | | | 0069 601-91468 30.000 EACH | 50.00000 1500.00| 50.19000 1505.70| 83.00000 2490.00 GUARD RAIL POST, 8.5 LBS PER LFT., | | | GALVANIZED, 6 FT. 0 IN. LONG | | | 0070 601-91504 3.000 EACH | 125.00000 375.00| 115.00000 345.00| 200.00000 600.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 560 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,034.04 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -28364-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 601-91505 3.000 EACH | 105.00000 315.00| 85.00000 255.00| 175.00000 525.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0072 601-91512 12.000 EACH | 35.00000 420.00| 35.00000 420.00| 60.00000 720.00 GUARD RAIL ATTENUATING TERMINAL, WOOD | | | BLOCK, MKA | | | 0073 601-91513 12.000 EACH | 30.00000 360.00| 30.00000 360.00| 60.00000 720.00 GUARD RAIL ATTENUATING TERMINAL, WOOD | | | BLOCK, MKE | | | 0074 601-91542 4.000 EACH | 45.00000 180.00| 22.00000 88.00| 50.00000 200.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0075 601-91576 4.000 EACH | 45.00000 180.00| 22.00000 88.00| 50.00000 200.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0076 601-91649 1.000 EACH | 175.00000 175.00| 130.00000 130.00| 235.00000 235.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0077 601-91650 20.000 LFT | 17.00000 340.00| 45.00000 900.00| 225.00000 4500.00 GUARD RAIL THRIE BEAM EXPANSION RAIL, | | | GALVANIZED | | | 0078 601-91653 1.000 EACH | 40.00000 40.00| 95.00000 95.00| 180.00000 180.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0079 601-92973 2.000 EACH | 260.00000 520.00| 300.00000 600.00| 450.00000 900.00 GUARD RAIL END TREATMENT, LABOR ONLY | | | 0080 601-93346 5.000 EACH | 65.00000 325.00| 65.00000 325.00| 150.00000 750.00 GUARD RAIL CONNECTOR, AS | | | 0081 601-94689 20.000 EACH | 2900.00000 58000.00| 2525.00000 50500.00| 3800.00000 76000.00 GUARDRAIL END TREATMENT, OS | | | 0082 601-94690 1.000 EACH | 4200.00000 4200.00| 3755.00000 3755.00| 5000.00000 5000.00 GUARDRAIL END TREATMENT, MS | | | 0083 601-95342 1.000 EACH | 80.00000 80.00| 110.00000 110.00| 150.00000 150.00 GUARD RAIL SPLICE PLATE, C, GALVANIZED | | | 0084 601-95917 20.000 EACH | 20.00000 400.00| 35.00000 700.00| 100.00000 2000.00 GUARD RAIL POST PADDLE, ALUMINUM, | | | INSTALL | | | 0085 601-95924 5.000 EACH | 25.00000 125.00| 25.00000 125.00| 50.00000 250.00 GUARD RAIL TERMINAL PIECE,ALUMINUM, | | | INSTALL | | | 0086 601-95927 3.000 EACH | 200.00000 600.00| 200.00000 600.00| 350.00000 1050.00 GUARD RAIL TERMINAL SECTION, SINGLEFACE | | | BURIED END, ALUMINUM, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 560 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,034.04 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -28364-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 601-95928 3.000 EACH | 225.00000 675.00| 225.00000 675.00| 350.00000 1050.00 GUARD RAIL TERMINAL SECTION, DOUBLEFACE | | | BURIED END, ALUMINUM, INSTALL | | | 0088 601-95972 15.000 EACH | 75.00000 1125.00| 100.00000 1500.00| 125.00000 1875.00 GUARD RAIL POST (CRT), 8 IN.X 6 IN. | | | TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0089 601-98826 1.000 EACH | 85.00000 85.00| 100.00000 100.00| 175.00000 175.00 BREAKAWAY CABLE TERMINAL, A, BASE | | | PADDLE POST OR ALTERNATE POST ASSEMBLY | | | A USING PLATE B TS 6 X 6 X 0.1875 IN | | | 0090 601-98836 1.000 EACH | 85.00000 85.00| 100.00000 100.00| 175.00000 175.00 BREAKAWAY CABLE TERMINAL, A, TERMINAL | | | TUBE POST OR POST 1 A 2 TS 6 X 6 X 0. | | | 1875 IN., REPAIR | | | 0091 601-98837 25.000 LFT | 10.00000 250.00| 10.00000 250.00| 14.00000 350.00 BREAKAWAY CABLE TERMINAL, A, PUNCHED | | | GUARD RAIL SECTION, NOMINAL 25 FT., | | | REPAIR | | | 0092 601-98838 3.000 EACH | 85.00000 255.00| 130.00000 390.00| 225.00000 675.00 BREAKAWAY CABLE TERMINAL, A, FOUNDATION | | | POST, INCLUDING PLATES B AND C, REPAIR | | | 0093 601-99105 500.000 LFT | 17.30000 8650.00| 18.00000 9000.00| 19.00000 9500.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0094 601-99106 50.000 LFT | 25.80000 1290.00| 25.80000 1290.00| 29.00000 1450.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0095 601-99108 50.000 LFT | 30.00000 1500.00| 35.00000 1750.00| 31.00000 1550.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0096 601-99109 50.000 LFT | 36.00000 1800.00| 41.00000 2050.00| 39.00000 1950.00 GUARDRAIL, W BEAM, DOUBLE FACED, 3 FT. | | | 1.5 IN. SPACING | | | 0097 601-99132 1.000 EACH | 75.00000 75.00| 40.00000 40.00| 100.00000 100.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0098 601-99133 1.000 EACH | 50.00000 50.00| 40.00000 40.00| 100.00000 100.00 GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0099 603-06040 2800.000 LFT | 5.00000 14000.00| 4.80000 13440.00| 7.00000 19600.00 FENCE, FARM FIELD, 47 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 560 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,034.04 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -28364-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 603-06045 1000.000 LFT | 9.00000 9000.00| 9.00000 9000.00| 12.00000 12000.00 FENCE, CHAIN LINK, 48 IN. | | | 0101 603-06060 200.000 LFT | 5.00000 1000.00| 5.50000 1100.00| 6.00000 1200.00 FENCE, FARM FIELD, RESET | | | 0102 603-06065 200.000 LFT | 6.05000 1210.00| 8.00000 1600.00| 11.00000 2200.00 FENCE, CHAIN LINK, RESET | | | 0103 603-98840 1000.000 LFT | 4.25000 4250.00| 6.00000 6000.00| 6.00000 6000.00 FENCE, CHAIN LINK FABRIC, 9 GAUGE | | | 0104 603-98841 1000.000 LFT | 3.00000 3000.00| 4.00000 4000.00| 4.00000 4000.00 FENCE, FARM FIELD FABRIC, 9 GAUGE | | | 0105 603-98842 6.000 EACH | 80.00000 480.00| 48.00000 288.00| 80.00000 480.00 POST, LINE, 3.65 LBS PER LFT. | | | 0106 603-98848 75.000 EACH | 30.00000 2250.00| 27.00000 2025.00| 40.00000 3000.00 POST, LINE, CHAIN LINK | | | 0107 603-98848 20.000 EACH | 20.00000 400.00| 12.00000 240.00| 20.00000 400.00 POST, LINE, CHAIN LINK , PLUMB | | | 0108 603-98849 30.000 EACH | 12.00000 360.00| 10.50000 315.00| 20.00000 600.00 POST, LINE, FARM FIELD | | | 0109 603-98849 10.000 EACH | 8.00000 80.00| 5.00000 50.00| 10.00000 100.00 POST, LINE, FARM FIELD , PLUMB | | | 0110 603-98850 1000.000 LFT | 0.80000 800.00| 1.00000 1000.00| 1.00000 1000.00 WIRE, 4 POINT BARB, 12.5 GAUGE | | | 0111 603-98851 1000.000 LFT | 0.80000 800.00| 1.00000 1000.00| 1.00000 1000.00 WIRE, TENSION, 7 GAUGE | | | 0112 603-98852 20.000 EACH | 36.00000 720.00| 37.00000 740.00| 50.00000 1000.00 FENCE, 1.25 IN. DIAGONAL BRACE, 2.27 | | | LBS/LFT | | | 0113 603-98853 4.000 EACH | 16.00000 64.00| 15.50000 62.00| 25.00000 100.00 FENCE, TRUSS ROD, .375 IN. | | | 0114 603-98854 4.000 EACH | 35.00000 140.00| 38.00000 152.00| 75.00000 300.00 FENCE, BRACE, 1.25 IN., 2.27 LBS PER | | | LFT. | | | 0115 603-98855 4.000 EACH | 10.00000 40.00| 6.50000 26.00| 10.00000 40.00 FENCE, FLAT STRETCHER BAR, .1875 IN. X | | | 75 IN. | | | 0116 702-06850 10.000 EACH | 30.00000 300.00| 35.00000 350.00| 100.00000 1000.00 SOUND BARRIER CAP | | | 0117 702-06850 10.000 EACH | 200.00000 2000.00| 125.00000 1250.00| 235.00000 2350.00 SOUND BARRIER EXPANSION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 560 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,034.04 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -28364-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 702-06850 10.000 EACH | 130.00000 1300.00| 125.00000 1250.00| 235.00000 2350.00 SOUND BARRIER FLASHING | | | 0119 702-06850 15.000 EACH | 80.00000 1200.00| 250.00000 3750.00| 450.00000 6750.00 SOUND BARRIER PLUMB | | | 0120 702-06851 300.000 LFT | 22.00000 6600.00| 20.00000 6000.00| 60.00000 18000.00 SOUND BARRIER | | | 0121 702-06851 250.000 LFT | 8.40000 2100.00| 15.00000 3750.00| 40.00000 10000.00 SOUND BARRIER LABOR ONLY | | | 0122 706-05732 1.000 EACH | 1000.00000 1000.00| 1650.00000 1650.00| 2000.00000 2000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0123 706-05733 1.000 EACH | 1000.00000 1000.00| 1650.00000 1650.00| 3000.00000 3000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0124 706-05734 1.000 EACH | 500.00000 500.00| 1000.00000 1000.00| 3000.00000 3000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0125 706-05735 1.000 EACH | 500.00000 500.00| 75.00000 75.00| 250.00000 250.00 CONCRETE BRIDGE RAILING TRANSITION, WBT | | | 0126 706-62310 1.000 EACH | 60.00000 60.00| 75.00000 75.00| 150.00000 150.00 BRIDGE RAILING BRACKET A, GALVANIZED | | | 0127 706-62320 1.000 EACH | 60.00000 60.00| 275.00000 275.00| 150.00000 150.00 BRIDGE RAILING BRACKET B, GALVANIZED | | | 0128 706-62390 1.000 EACH | 120.00000 120.00| 248.00000 248.00| 500.00000 500.00 BRIDGE RAILING POST, 6 | | | 0129 706-62400 1.000 EACH | 120.00000 120.00| 15.00000 15.00| 500.00000 500.00 BRIDGE RAILING POST, 7 | | | 0130 706-90676 1.000 EACH | 20.00000 20.00| 15.00000 15.00| 30.00000 30.00 EXPANSION ANCHOR | | | 0131 706-95929 25.000 EACH | 40.00000 1000.00| 75.00000 1875.00| 150.00000 3750.00 BRIDGE RAILING POST, 5, ALUMINUM, | | | INSTALL | | | 0132 706-95930 15.000 EACH | 40.00000 600.00| 75.00000 1125.00| 150.00000 2250.00 BRIDGE RAILING POST, 5A, ALUMINUM, | | | INSTALL | | | 0133 711-98839 10.000 EACH | 75.00000 750.00| 100.00000 1000.00| 300.00000 3000.00 ANCHOR ASSEMBLY AS1, REPAIR | | | 0134 807-06796 1.000 EACH | 10.00000 10.00| 19.30000 19.30| 150.00000 150.00 ELECTRIC | | | SECTION TOTALS | $ 340,910.00| $ 350,825.00| $ 497,706.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 340,910.00| $ 350,825.00| $ 497,706.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 46 CALL ORDER : 570 CONTRACT ID : M -28419-A COUNTIES : BROWN LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 01/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B & P CONSTRUCTION $185,808.00 100.0000% 2 ALPHA EXCAVATING & LANDSCAPING $189,412.00 98.0973% 3 CLR, INC. $224,007.00 84.5563% 4 HENDERSON, H.E., INC. $258,754.03 86.5714% 5 MIDWEST MOLE, INC. $293,824.50 88.0641% 6 PIPE LINERS, LTD. $312,328.00 94.0756% 7 YARDBERRY LANDSCAPE $345,890.00 90.2969% ====================================================================================================================================