INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 52 CALL ORDER : 491 CONTRACT ID : M -26942-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 86,781.85 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,710.57 ROUTE : 263 CALL ORDER : 501 CONTRACT ID : M -27602-A COUNTIES : WARREN LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 143,706.00 100.0000% 2 35-1801998 CLR, INC. $ 157,471.00 109.5786% ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 35-1801998 |( ) |B & P CONSTRUCTION |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 3550.00000 3550.00| 1300.00000 1300.00| CONSTRUCTION ENGINEERING | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP | 3300.00000 3300.00| 7800.00000 7800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 4800.00000 4800.00| 1575.00000 1575.00| CLEARING RIGHT OF WAY | | | 0005 621-06559 400.000 SYS | 2.00000 800.00| 2.55000 1020.00| MULCHED SEEDING, R | | | 0006 725-06875 186.000 LFT | 662.50000 123225.00| 753.00000 140058.00| PIPE LINER, THERMOPLASTIC, 66 IN. | | | 0007 801-03290 2.000 EACH | 200.00000 400.00| 448.50000 897.00| CONSTRUCTION SIGN, C | | | 0008 801-06640 4.000 EACH | 220.00000 880.00| 755.00000 3020.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP | 6750.00000 6750.00| 1800.00000 1800.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 143,706.00| $ 157,471.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 143,706.00| $ 157,471.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 31 CALL ORDER : 511 CONTRACT ID : M -27644-B COUNTIES : MIAMI LETTING DATE : 04/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/24/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 203,701.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 9 CALL ORDER : 521 CONTRACT ID : M -27801-A COUNTIES : HANCOCK LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 45,618.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 49,851.00 109.2792% 3 35-1817574 YARDBERRY LANDSCAPE $ 60,512.00 132.6494% 4 35-1341287 HARCO ASPHALT PAVING INC. $ 61,994.00 135.8981% 5 35-1139301 E & B PAVING, INC. $ 63,192.00 138.5243% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 67,722.00 148.4546% 7 35-1609544 SCHUTT-LOOKABILL CO $ 69,035.76 151.3345% 8 35-2064912 B & P CONSTRUCTION $ 74,193.00 162.6397% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 525 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,385.75 ROUTE : 145 CALL ORDER : 525 CONTRACT ID : M -27976-C COUNTIES : ORANGE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 86,000.00 100.0000% 2 35-0958970 LUTGRING BROTHERS, INC. $ 94,605.50 110.0064% 3 35-1817574 YARDBERRY LANDSCAPE $ 106,093.80 123.3649% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0958970 |( 3 ) 35-1817574 |GOHMANN ASPHALT & CONSTR., I |LUTGRING BROTHERS, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE REPLACEMENT | | | 0001 110-01001 LUMP | 4000.00000 4000.00| 5500.00000 5500.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02271 2.000 EACH | 200.00000 400.00| 350.00000 700.00| 500.00000 1000.00 HEADWALL, REMOVE | | | 0003 202-02272 100.000 LFT | 3.00000 300.00| 6.75000 675.00| 10.00000 1000.00 PAVED SIDE DITCH, REMOVE | | | 0004 205-06931 10.000 TON | 25.00000 250.00| 26.00000 260.00| 100.00000 1000.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0005 213-08058 660.000 CYS | 58.00000 38280.00| 1.00000 660.00| 65.00000 42900.00 FLOWABLE BACKFILL | | | 0006 402-07451 4.000 TON | 60.00000 240.00| 170.00000 680.00| 125.00000 500.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0007 406-05521 40.000 SYS | 0.50000 20.00| 1.00000 40.00| 7.00000 280.00 ASPHALT FOR TACK COAT | | | 0008 601-06035 10.000 LFT | 200.00000 2000.00| 85.00000 850.00| 25.00000 250.00 GUARDRAIL, RESET | | | 0009 616-02320 720.000 SYS | 2.00000 1440.00| 2.70000 1944.00| 4.50000 3240.00 GEOTEXTILES | | | 0010 616-06451 80.000 TON | 20.00000 1600.00| 23.00000 1840.00| 50.00000 4000.00 RIPRAP, UNIFORM | | | 0011 621-01004 1.000 EACH | 515.00000 515.00| 100.00000 100.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-06559 500.000 SYS | 1.75000 875.00| 0.80000 400.00| 1.00000 500.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 525 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,385.75 ROUTE : 145 CALL ORDER : 525 CONTRACT ID : M -27976-C COUNTIES : ORANGE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0958970 |( 3 ) 35-1817574 |GOHMANN ASPHALT & CONSTR., I |LUTGRING BROTHERS, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 715-05019 240.000 LFT | 64.00000 15360.00| 180.00000 43200.00| 73.00000 17520.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0014 715-08305 70.000 TON | 60.00000 4200.00| 270.00000 18900.00| 100.00000 7000.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0015 715-46040 4.000 EACH | 950.00000 3800.00| 750.00000 3000.00| 1200.00000 4800.00 PIPE END SECTION, 36 IN. | | | 0016 801-03290 4.000 EACH | 120.00000 480.00| 120.00000 480.00| 105.00000 420.00 CONSTRUCTION SIGN, C | | | 0017 801-04308 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 250.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0018 801-06625 69.000 EACH | 55.00000 3795.00| 55.00000 3795.00| 35.00000 2415.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0019 801-06640 46.000 EACH | 79.00000 3634.00| 79.00000 3634.00| 95.00000 4370.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 2324.00000 2324.00| 4500.00000 4500.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | 0021 801-07118 168.000 LFT | 9.00000 1512.00| 9.00000 1512.00| 4.10000 688.80 BARRICADE, III-A | | | 0022 808-06713 40.000 LFT | 5.00000 200.00| 8.00000 320.00| 2.00000 80.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 40.000 LFT | 5.00000 200.00| 8.00000 320.00| 2.00000 80.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75996 11.000 EACH | 5.00000 55.00| 10.50000 115.50| 150.00000 1650.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 11.000 EACH | 20.00000 220.00| 80.00000 880.00| 150.00000 1650.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 86,000.00| $ 94,605.50| $ 106,093.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 86,000.00| $ 94,605.50| $ 106,093.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 44 CALL ORDER : 531 CONTRACT ID : M -28012-A COUNTIES : RUSH LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/12/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 271,523.63 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 277,424.80 102.1734% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 294,600.00 108.4988% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 299,573.53 110.3306% 5 84-1656426 SEBCORP INC $ 300,822.05 110.7904% 6 35-1357381 O'MARA, DAVE CONTRACTOR $ 302,464.65 111.3953% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 305,002.00 112.3298% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 308,641.50 113.6702% 9 35-1817574 YARDBERRY LANDSCAPE $ 372,483.95 137.1829% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,005.81 ROUTE : SR 13 CALL ORDER : 541 CONTRACT ID : M -28013-A COUNTIES : MADISON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/13/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 332,502.14 100.0000% 2 84-1656426 SEBCORP INC CONDITIONAL BID $ 340,312.63 102.3490% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 342,100.00 102.8866% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 349,715.45 105.1769% 5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 356,104.79 107.0985% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 374,281.50 112.5651% ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 84-1656426 |( 3 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |SEBCORP INC |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 105-06845 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| 3100.00000 3100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1500.00000 6000.00| 2000.00000 8000.00| 2500.00000 10000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 16000.00000 16000.00| 18500.00000 18500.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 523.000 LFT | 2.50000 1307.50| 5.00000 2615.00| 2.39000 1249.97 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 11900.00000 11900.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 90.000 CYS | 20.00000 1800.00| 25.00000 2250.00| 48.00000 4320.00 EXCAVATION, COMMON | | | 0009 203-02070 175.000 CYS | 20.00000 3500.00| 14.00000 2450.00| 25.00000 4375.00 BORROW | | | 0010 203-51223 50.000 CYS | 30.00000 1500.00| 20.00000 1000.00| 36.00000 1800.00 EXCAVATION, WATERWAY | | | 0011 205-06937 200.000 LFT | 2.50000 500.00| 7.00000 1400.00| 2.79000 558.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,005.81 ROUTE : SR 13 CALL ORDER : 541 CONTRACT ID : M -28013-A COUNTIES : MADISON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 84-1656426 |( 3 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |SEBCORP INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 207-08263 845.000 SYS | 14.00000 11830.00| 19.90000 16815.50| 14.00000 11830.00 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-07454 310.000 CYS | 21.00000 6510.00| 20.00000 6200.00| 25.00000 7750.00 STRUCTURE BACKFILL | | | 0014 213-08058 300.000 CYS | 110.00000 33000.00| 70.00000 21000.00| 75.00000 22500.00 FLOWABLE BACKFILL | | | 0015 303-01180 115.000 TON | 30.00000 3450.00| 21.00000 2415.00| 34.00000 3910.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0016 303-07449 52.000 TON | 44.00000 2288.00| 45.00000 2340.00| 45.00000 2340.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 306-08043 650.000 SYS | 6.00000 3900.00| 8.00000 5200.00| 10.00000 6500.00 MILLING, TRANSITION | | | 0018 402-07433 265.000 TON | 50.00000 13250.00| 55.00000 14575.00| 54.00000 14310.00 HMA SURFACE, TYPE B | | | 0019 402-07438 210.000 TON | 50.00000 10500.00| 50.00000 10500.00| 54.00000 11340.00 HMA INTERMEDIATE, TYPE B | | | 0020 406-05520 1.100 TON | 160.00000 176.00| 160.00000 176.00| 200.00000 220.00 ASPHALT FOR TACK COAT | | | 0021 601-01846 1.000 EACH | 1550.00000 1550.00| 1600.00000 1600.00| 1544.00000 1544.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-06854 2.000 EACH | 2425.00000 4850.00| 2500.00000 5000.00| 2417.00000 4834.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 3.000 EACH | 2025.00000 6075.00| 2100.00000 6300.00| 2017.00000 6051.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 568.750 LFT | 13.50000 7678.13| 13.50000 7678.13| 13.35000 7592.81 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 615-06520 1.000 EACH | 500.00000 500.00| 800.00000 800.00| 925.00000 925.00 MONUMENT, RE-ESTABLISH , BRONZE BENCH | | | MARK | | | 0026 616-02320 805.000 SYS | 3.00000 2415.00| 2.50000 2012.50| 3.00000 2415.00 GEOTEXTILES | | | 0027 616-06405 340.000 TON | 28.00000 9520.00| 19.00000 6460.00| 30.00000 10200.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH | 300.00000 300.00| 250.00000 250.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 1850.000 SYS | 0.50000 925.00| 0.50000 925.00| 0.67000 1239.50 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,005.81 ROUTE : SR 13 CALL ORDER : 541 CONTRACT ID : M -28013-A COUNTIES : MADISON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 84-1656426 |( 3 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |SEBCORP INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 621-06570 140.000 CYS | 50.00000 7000.00| 40.00000 5600.00| 34.00000 4760.00 TOP SOIL , ENCASEMENT | | | 0031 714-06660 80.000 SYS | 600.00000 48000.00| 570.00000 45600.00| 400.00000 32000.00 WINGWALL | | | 0032 715-05116 20.000 LFT | 29.00000 580.00| 100.00000 2000.00| 32.00000 640.00 PIPE, TYPE 1, CIRCULAR, 8 IN. | | | 0033 715-08305 110.000 TON | 70.00000 7700.00| 107.00000 11770.00| 65.00000 7150.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0034 723-08134 68.000 LFT | 1400.00000 95200.00| 1380.00000 93840.00| 1725.00000 117300.00 STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | X 120 IN. | | | 0035 801-04308 7.000 EACH | 60.00000 420.00| 60.00000 420.00| 80.00000 560.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06207 82.000 LFT | 0.90000 73.80| 2.00000 164.00| 2.00000 164.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06625 33.000 EACH | 60.00000 1980.00| 60.00000 1980.00| 55.00000 1815.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 16.000 EACH | 65.00000 1040.00| 65.00000 1040.00| 75.00000 1200.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 1000.00000 1000.00| 4500.00000 4500.00| 4052.06000 4052.06 MAINTAINING TRAFFIC | | | 0040 801-07118 96.000 LFT | 7.00000 672.00| 7.00000 672.00| 5.00000 480.00 BARRICADE, III-A | | | 0041 801-07119 96.000 LFT | 7.50000 720.00| 8.00000 768.00| 5.00000 480.00 BARRICADE, III-B | | | 0042 804-06725 4.000 EACH | 17.54000 70.16| 18.00000 72.00| 17.54000 70.16 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0043 808-06712 205.000 LFT | 0.39000 79.95| 0.50000 102.50| 0.50000 102.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0044 808-06713 1640.000 LFT | 0.39000 639.60| 0.50000 820.00| 0.50000 820.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 332,502.14| $ 340,312.63| $ 342,100.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 332,502.14| $ 340,312.63| $ 342,100.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,005.81 ROUTE : SR 13 CALL ORDER : 541 CONTRACT ID : M -28013-A COUNTIES : MADISON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1065659 |( 6 ) 35-1364963 |HUNT PAVING COMPANY, INC. |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. 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 | 3500.00000 3500.00| 16000.00000 16000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1500.00000 6000.00| 1475.00000 5900.00| 1250.00000 5000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 17500.00000 17500.00| 17000.00000 17000.00| 18500.00000 18500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 523.000 LFT | 2.40000 1255.20| 2.39000 1249.97| 3.50000 1830.50 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP | 10500.00000 10500.00| 16000.00000 16000.00| 47500.00000 47500.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 90.000 CYS | 85.00000 7650.00| 32.00000 2880.00| 12.00000 1080.00 EXCAVATION, COMMON | | | 0009 203-02070 175.000 CYS | 5.00000 875.00| 35.00000 6125.00| 12.00000 2100.00 BORROW | | | 0010 203-51223 50.000 CYS | 110.00000 5500.00| 44.00000 2200.00| 12.00000 600.00 EXCAVATION, WATERWAY | | | 0011 205-06937 200.000 LFT | 2.00000 400.00| 3.25000 650.00| 3.00000 600.00 TEMPORARY SILT FENCE | | | 0012 207-08263 845.000 SYS | 15.00000 12675.00| 18.00000 15210.00| 12.00000 10140.00 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-07454 310.000 CYS | 39.00000 12090.00| 33.00000 10230.00| 35.00000 10850.00 STRUCTURE BACKFILL | | | 0014 213-08058 300.000 CYS | 57.00000 17100.00| 65.00000 19500.00| 90.00000 27000.00 FLOWABLE BACKFILL | | | 0015 303-01180 115.000 TON | 24.00000 2760.00| 21.00000 2415.00| 20.00000 2300.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0016 303-07449 52.000 TON | 32.00000 1664.00| 21.00000 1092.00| 20.00000 1040.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 306-08043 650.000 SYS | 6.50000 4225.00| 6.00000 3900.00| 5.00000 3250.00 MILLING, TRANSITION | | | 0018 402-07433 265.000 TON | 50.00000 13250.00| 56.00000 14840.00| 60.00000 15900.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 541 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,005.81 ROUTE : SR 13 CALL ORDER : 541 CONTRACT ID : M -28013-A COUNTIES : MADISON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1065659 |( 6 ) 35-1364963 |HUNT PAVING COMPANY, INC. |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07438 210.000 TON | 50.00000 10500.00| 56.00000 11760.00| 60.00000 12600.00 HMA INTERMEDIATE, TYPE B | | | 0020 406-05520 1.100 TON | 160.00000 176.00| 375.00000 412.50| 200.00000 220.00 ASPHALT FOR TACK COAT | | | 0021 601-01846 1.000 EACH | 1500.00000 1500.00| 1544.00000 1544.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-06854 2.000 EACH | 2400.00000 4800.00| 2418.00000 4836.00| 2750.00000 5500.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 3.000 EACH | 2000.00000 6000.00| 2018.00000 6054.00| 2250.00000 6750.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 568.750 LFT | 13.00000 7393.75| 13.35000 7592.81| 14.00000 7962.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 615-06520 1.000 EACH | 750.00000 750.00| 100.00000 100.00| 900.00000 900.00 MONUMENT, RE-ESTABLISH , BRONZE BENCH | | | MARK | | | 0026 616-02320 805.000 SYS | 4.80000 3864.00| 2.70000 2173.50| 3.00000 2415.00 GEOTEXTILES | | | 0027 616-06405 340.000 TON | 45.00000 15300.00| 35.00000 11900.00| 24.00000 8160.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 1850.000 SYS | 0.50000 925.00| 0.45000 832.50| 0.90000 1665.00 MULCHED SEEDING, R | | | 0030 621-06570 140.000 CYS | 100.00000 14000.00| 40.00000 5600.00| 20.00000 2800.00 TOP SOIL , ENCASEMENT | | | 0031 714-06660 80.000 SYS | 670.00000 53600.00| 850.00000 68000.00| 450.00000 36000.00 WINGWALL | | | 0032 715-05116 20.000 LFT | 26.00000 520.00| 41.00000 820.00| 20.00000 400.00 PIPE, TYPE 1, CIRCULAR, 8 IN. | | | 0033 715-08305 110.000 TON | 70.00000 7700.00| 85.00000 9350.00| 80.00000 8800.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0034 723-08134 68.000 LFT | 1200.00000 81600.00| 1230.00000 83640.00| 1680.00000 114240.00 STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | X 120 IN. | | | 0035 801-04308 7.000 EACH | 150.00000 1050.00| 60.00000 420.00| 100.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06207 82.000 LFT | 3.00000 246.00| 0.90000 73.80| 1.00000 82.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 541 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,005.81 ROUTE : SR 13 CALL ORDER : 541 CONTRACT ID : M -28013-A COUNTIES : MADISON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1065659 |( 6 ) 35-1364963 |HUNT PAVING COMPANY, INC. |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 801-06625 33.000 EACH | 60.00000 1980.00| 60.00000 1980.00| 70.00000 2310.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 16.000 EACH | 200.00000 3200.00| 65.00000 1040.00| 75.00000 1200.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 14500.00000 14500.00| 350.00000 350.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0040 801-07118 96.000 LFT | 9.00000 864.00| 7.00000 672.00| 8.50000 816.00 BARRICADE, III-A | | | 0041 801-07119 96.000 LFT | 11.00000 1056.00| 7.50000 720.00| 8.50000 816.00 BARRICADE, III-B | | | 0042 804-06725 4.000 EACH | 18.00000 72.00| 17.54000 70.16| 20.00000 80.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0043 808-06712 205.000 LFT | 0.50000 102.50| 0.39000 79.95| 0.50000 102.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0044 808-06713 1640.000 LFT | 0.50000 820.00| 0.39000 639.60| 0.50000 820.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 349,715.45| $ 356,104.79| $ 374,281.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 349,715.45| $ 356,104.79| $ 374,281.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,676.03 ROUTE : SR 26 CALL ORDER : 551 CONTRACT ID : M -28014-A COUNTIES : JAY LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/13/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1556319 JUTTE EXCAVATING, INC. $ 274,399.91 97.9708% 2 35-1416264 LIMESTONE PRODUCTS, INC. AWARD $ 280,083.30 100.0000% 3 84-1656426 SEBCORP INC $ 296,726.00 105.9421% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 306,781.35 109.5322% 5 35-1058755 BAKER & SCHULTZ, INC. $ 323,565.40 115.5247% ==================================================================================================================================== |( 1 ) 34-1556319 |( 2 ) 35-1416264 |( 3 ) 84-1656426 |JUTTE EXCAVATING, INC. |LIMESTONE PRODUCTS, INC. |SEBCORP 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 | 3000.00000 3000.00| 4500.00000 4500.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 700.00000 2800.00| 1980.00000 7920.00| 2000.00000 8000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 5000.00000 5000.00| 23550.00000 23550.00| 16500.00000 16500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-51330 LUMP | 12500.00000 12500.00| 6440.00000 6440.00| 19500.00000 19500.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 205.000 CYS | 7.00000 1435.00| 35.24000 7224.20| 20.00000 4100.00 EXCAVATION, COMMON | | | 0008 203-02070 285.000 CYS | 8.00000 2280.00| 8.50000 2422.50| 15.00000 4275.00 BORROW | | | 0009 203-51223 71.000 CYS | 7.00000 497.00| 11.00000 781.00| 20.00000 1420.00 EXCAVATION, WATERWAY | | | 0010 205-06937 220.000 LFT | 2.00000 440.00| 2.10000 462.00| 5.00000 1100.00 TEMPORARY SILT FENCE | | | 0011 207-08263 1335.000 SYS | 1.00000 1335.00| 9.96000 13296.60| 15.50000 20692.50 SUBGRADE TREATMENT, TYPE IA | | | 0012 211-07454 249.000 CYS | 10.00000 2490.00| 27.08000 6742.92| 19.00000 4731.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,676.03 ROUTE : SR 26 CALL ORDER : 551 CONTRACT ID : M -28014-A COUNTIES : JAY LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1556319 |( 2 ) 35-1416264 |( 3 ) 84-1656426 |JUTTE EXCAVATING, INC. |LIMESTONE PRODUCTS, INC. |SEBCORP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 213-08058 145.000 CYS | 60.00000 8700.00| 71.50000 10367.50| 70.00000 10150.00 FLOWABLE BACKFILL | | | 0014 303-01180 140.000 TON | 14.00000 1960.00| 15.00000 2100.00| 20.00000 2800.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0015 303-07449 100.000 TON | 14.00000 1400.00| 18.01000 1801.00| 18.00000 1800.00 COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07493 276.000 TON | 38.43000 10606.68| 38.43000 10606.68| 40.00000 11040.00 WIDENING WITH HMA, TYPE B | | | 0017 306-08043 560.000 SYS | 5.00000 2800.00| 2.50000 1400.00| 10.00000 5600.00 MILLING, TRANSITION | | | 0018 402-07433 268.000 TON | 48.50000 12998.00| 48.47000 12989.96| 50.00000 13400.00 HMA SURFACE, TYPE B | | | 0019 402-07438 212.000 TON | 41.00000 8692.00| 50.59000 10725.08| 45.00000 9540.00 HMA INTERMEDIATE, TYPE B | | | 0020 406-05520 1.400 TON | 240.00000 336.00| 240.00000 336.00| 240.00000 336.00 ASPHALT FOR TACK COAT | | | 0021 601-06854 2.000 EACH | 2100.00000 4200.00| 2200.00000 4400.00| 2100.00000 4200.00 GUARDRAIL, W-BEAM, NESTED | | | 0022 601-94689 4.000 EACH | 2300.00000 9200.00| 2450.00000 9800.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 575.000 LFT | 13.00000 7475.00| 14.00000 8050.00| 13.00000 7475.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 615-06520 1.000 EACH | 250.00000 250.00| 200.00000 200.00| 800.00000 800.00 MONUMENT, RE-ESTABLISH , BRONZE BENCH | | | MARK | | | 0025 616-02320 706.000 SYS | 1.50000 1059.00| 2.75000 1941.50| 2.50000 1765.00 GEOTEXTILES | | | 0026 616-06405 425.000 TON | 20.00000 8500.00| 22.45000 9541.25| 16.00000 6800.00 RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH | 225.00000 225.00| 300.00000 300.00| 225.00000 225.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 4345.000 SYS | 0.40500 1759.73| 0.42000 1824.90| 0.50000 2172.50 MULCHED SEEDING, R | | | 0029 621-06570 60.000 CYS | 20.00000 1200.00| 33.50000 2010.00| 50.00000 3000.00 TOP SOIL , ENCASEMENT | | | 0030 714-06660 81.000 SYS | 390.00000 31590.00| 493.33000 39959.73| 490.00000 39690.00 WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,676.03 ROUTE : SR 26 CALL ORDER : 551 CONTRACT ID : M -28014-A COUNTIES : JAY LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1556319 |( 2 ) 35-1416264 |( 3 ) 84-1656426 |JUTTE EXCAVATING, INC. |LIMESTONE PRODUCTS, INC. |SEBCORP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 715-05119 46.000 LFT | 40.00000 1840.00| 21.50000 989.00| 40.00000 1840.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0032 715-08305 107.000 TON | 53.50000 5724.50| 72.24000 7729.68| 75.00000 8025.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0033 715-46005 2.000 EACH | 100.00000 200.00| 604.00000 1208.00| 400.00000 800.00 PIPE END SECTION, 15 IN. | | | 0034 723-06913 48.000 LFT | 2399.00000 115152.00| 1297.60000 62284.80| 1300.00000 62400.00 STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 108 IN. | | | 0035 801-04308 5.000 EACH | 190.00000 950.00| 195.00000 975.00| 190.00000 950.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06207 88.000 LFT | 1.00000 88.00| 3.00000 264.00| 3.00000 264.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06625 54.000 EACH | 7.50000 405.00| 8.00000 432.00| 10.00000 540.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 35.000 EACH | 13.00000 455.00| 14.00000 490.00| 15.00000 525.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 3500.00000 3500.00| 2440.00000 2440.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0040 801-07118 96.000 LFT | 2.65000 254.40| 3.00000 288.00| 3.00000 288.00 BARRICADE, III-A | | | 0041 801-07119 96.000 LFT | 3.00000 288.00| 3.50000 336.00| 3.00000 288.00 BARRICADE, III-B | | | 0042 804-06725 4.000 EACH | 20.00000 80.00| 40.00000 160.00| 50.00000 200.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0043 808-06712 220.000 LFT | 0.37000 81.40| 0.40000 88.00| 0.40000 88.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0044 808-06713 1760.000 LFT | 0.37000 651.20| 0.40000 704.00| 0.40000 704.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 274,399.91| $ 280,083.30| $ 296,726.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 274,399.91| $ 280,083.30| $ 296,726.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,676.03 ROUTE : SR 26 CALL ORDER : 551 CONTRACT ID : M -28014-A COUNTIES : JAY LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 35-1058755 |( ) |BROOKS CONSTRUCTION COMPANY |BAKER & SCHULTZ, 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 | 15000.00000 15000.00| 3800.00000 3800.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1475.00000 5900.00| 2400.00000 9600.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-51330 LUMP | 15000.00000 15000.00| 14890.00000 14890.00| PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 205.000 CYS | 32.00000 6560.00| 15.00000 3075.00| EXCAVATION, COMMON | | | 0008 203-02070 285.000 CYS | 26.00000 7410.00| 15.00000 4275.00| BORROW | | | 0009 203-51223 71.000 CYS | 36.00000 2556.00| 11.00000 781.00| EXCAVATION, WATERWAY | | | 0010 205-06937 220.000 LFT | 3.25000 715.00| 3.50000 770.00| TEMPORARY SILT FENCE | | | 0011 207-08263 1335.000 SYS | 15.00000 20025.00| 11.00000 14685.00| SUBGRADE TREATMENT, TYPE IA | | | 0012 211-07454 249.000 CYS | 36.00000 8964.00| 26.00000 6474.00| STRUCTURE BACKFILL | | | 0013 213-08058 145.000 CYS | 70.00000 10150.00| 80.00000 11600.00| FLOWABLE BACKFILL | | | 0014 303-01180 140.000 TON | 17.00000 2380.00| 19.20000 2688.00| COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0015 303-07449 100.000 TON | 17.00000 1700.00| 19.20000 1920.00| COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07493 276.000 TON | 37.00000 10212.00| 39.00000 10764.00| WIDENING WITH HMA, TYPE B | | | 0017 306-08043 560.000 SYS | 5.50000 3080.00| 6.00000 3360.00| MILLING, TRANSITION | | | 0018 402-07433 268.000 TON | 49.00000 13132.00| 49.00000 13132.00| HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 551 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,676.03 ROUTE : SR 26 CALL ORDER : 551 CONTRACT ID : M -28014-A COUNTIES : JAY LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 35-1058755 |( ) |BROOKS CONSTRUCTION COMPANY |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07438 212.000 TON | 45.00000 9540.00| 42.00000 8904.00| HMA INTERMEDIATE, TYPE B | | | 0020 406-05520 1.400 TON | 315.00000 441.00| 240.00000 336.00| ASPHALT FOR TACK COAT | | | 0021 601-06854 2.000 EACH | 2450.00000 4900.00| 2100.00000 4200.00| GUARDRAIL, W-BEAM, NESTED | | | 0022 601-94689 4.000 EACH | 2055.00000 8220.00| 2300.00000 9200.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 575.000 LFT | 13.60000 7820.00| 13.00000 7475.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 615-06520 1.000 EACH | 100.00000 100.00| 800.00000 800.00| MONUMENT, RE-ESTABLISH , BRONZE BENCH | | | MARK | | | 0025 616-02320 706.000 SYS | 2.25000 1588.50| 2.30000 1623.80| GEOTEXTILES | | | 0026 616-06405 425.000 TON | 35.00000 14875.00| 22.00000 9350.00| RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH | 225.00000 225.00| 625.00000 625.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 4345.000 SYS | 0.41000 1781.45| 0.52000 2259.40| MULCHED SEEDING, R | | | 0029 621-06570 60.000 CYS | 60.00000 3600.00| 25.00000 1500.00| TOP SOIL , ENCASEMENT | | | 0030 714-06660 81.000 SYS | 500.00000 40500.00| 690.00000 55890.00| WINGWALL | | | 0031 715-05119 46.000 LFT | 39.00000 1794.00| 24.00000 1104.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0032 715-08305 107.000 TON | 70.00000 7490.00| 54.00000 5778.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0033 715-46005 2.000 EACH | 200.00000 400.00| 250.00000 500.00| PIPE END SECTION, 15 IN. | | | 0034 723-06913 48.000 LFT | 1200.00000 57600.00| 1925.00000 92400.00| STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 108 IN. | | | 0035 801-04308 5.000 EACH | 65.00000 325.00| 190.00000 950.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06207 88.000 LFT | 0.95000 83.60| 3.00000 264.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 551 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,676.03 ROUTE : SR 26 CALL ORDER : 551 CONTRACT ID : M -28014-A COUNTIES : JAY LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 35-1058755 |( ) |BROOKS CONSTRUCTION COMPANY |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 801-06625 54.000 EACH | 45.00000 2430.00| 7.50000 405.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 35.000 EACH | 70.00000 2450.00| 13.00000 455.00| CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 350.00000 350.00| 1400.00000 1400.00| MAINTAINING TRAFFIC | | | 0040 801-07118 96.000 LFT | 6.00000 576.00| 2.65000 254.40| BARRICADE, III-A | | | 0041 801-07119 96.000 LFT | 8.50000 816.00| 2.95000 283.20| BARRICADE, III-B | | | 0042 804-06725 4.000 EACH | 20.00000 80.00| 15.00000 60.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0043 808-06712 220.000 LFT | 0.51000 112.20| 0.37000 81.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0044 808-06713 1760.000 LFT | 0.51000 897.60| 0.37000 651.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 306,781.35| $ 323,565.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 306,781.35| $ 323,565.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -28100-A COUNTIES : VARIOUS LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/13/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1944148 DALTONS, INC. $ 167,259.24 100.0000% 2 35-1038926 TOWNSEND TREE SERVICE CO $ 185,808.96 111.0904% 3 23-2332783 DEANGELO BROTHERS, INC. $ 189,978.75 113.5834% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 271,934.92 ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : M -28110-A COUNTIES : MONROE LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 242,397.35 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 245,498.83 101.2795% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( ) |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 900.00000 5400.00| 1650.00000 9900.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 5000.00000 5000.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07491 200.000 TON | 100.00000 20000.00| 80.00000 16000.00| HMA PATCHING, TYPE C | | | 0006 306-08032 3000.000 SYS | 0.80000 2400.00| 0.60000 1800.00| MILLING, TRANSITION | | | 0007 306-08034 40355.000 SYS | 0.97000 39144.35| 0.60000 24213.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 402-07434 3329.300 TON | 45.00000 149818.50| 40.25000 134004.33| HMA SURFACE, TYPE C | | | 0009 406-05520 12.100 TON | 150.00000 1815.00| 170.00000 2057.00| ASPHALT FOR TACK COAT | | | 0010 615-97768 215.000 EACH | 13.50000 2902.50| 20.00000 4300.00| PARKING BARRIER, RESET | | | 0011 720-44000 5.000 EACH | 400.00000 2000.00| 460.00000 2300.00| CASTING, ADJUST TO GRADE | | | 0012 801-06640 8.000 EACH | 150.00000 1200.00| 120.00000 960.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP | 5000.00000 5000.00| 31580.00000 31580.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 271,934.92 ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : M -28110-A COUNTIES : MONROE LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( ) |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 808-06713 25000.000 LFT | 0.30000 7500.00| 0.25000 6250.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0015 808-06714 50.000 LFT | 0.30000 15.00| 0.25000 12.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-97222 8.000 EACH | 25.00000 200.00| 15.00000 120.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 242,397.35| $ 245,498.83| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 242,397.35| $ 245,498.83| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 59,855.00 ROUTE : VARIOUS CALL ORDER : 581 CONTRACT ID : M -28126-A COUNTIES : VARIOUS LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 49,820.00 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 53,445.00 107.2762% 3 35-1127746 S & G EXCAVATING INC $ 78,620.00 157.8081% 4 35-1636776 LINKEL COMPANY $ 180,600.00 362.5050% ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-2070195 |( 3 ) 35-1127746 |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI |S & G EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DEBRIS REMOVAL | | | 0001 105-07577 3.000 MOS | 300.00000 900.00| 65.00000 195.00| 150.00000 450.00 CELLULAR SERVICE | | | 0002 110-01001 LUMP | 2420.00000 2420.00| 2500.00000 2500.00| 9450.00000 9450.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-90788 LUMP | 7500.00000 7500.00| 8500.00000 8500.00| 15840.00000 15840.00 DEBRIS, REMOVE , STR. NO. 1 | | | 0004 201-90788 LUMP | 1500.00000 1500.00| 2500.00000 2500.00| 0.00000 0.00 DEBRIS, REMOVE , STR. NO. 2 | | | 0005 201-90788 LUMP | 1500.00000 1500.00| 1250.00000 1250.00| 1200.00000 1200.00 DEBRIS, REMOVE , STR. NO. 3 | | | 0006 201-90788 LUMP | 6000.00000 6000.00| 9000.00000 9000.00| 7220.00000 7220.00 DEBRIS, REMOVE , STR. NO. 4 | | | 0007 201-90788 LUMP | 4000.00000 4000.00| 7000.00000 7000.00| 11960.00000 11960.00 DEBRIS, REMOVE , STR. NO. 5 | | | 0008 201-90788 LUMP | 23000.00000 23000.00| 20000.00000 20000.00| 29800.00000 29800.00 DEBRIS, REMOVE , STR. NO. 6 | | | 0009 801-06775 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 2700.00000 2700.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 49,820.00| $ 53,445.00| $ 78,620.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 49,820.00| $ 53,445.00| $ 78,620.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 59,855.00 ROUTE : VARIOUS CALL ORDER : 581 CONTRACT ID : M -28126-A COUNTIES : VARIOUS LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DEBRIS REMOVAL | | | 0001 105-07577 3.000 MOS | 200.00000 600.00| | CELLULAR SERVICE | | | 0002 110-01001 LUMP | 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-90788 LUMP | 20000.00000 20000.00| | DEBRIS, REMOVE , STR. NO. 1 | | | 0004 201-90788 LUMP | 20000.00000 20000.00| | DEBRIS, REMOVE , STR. NO. 2 | | | 0005 201-90788 LUMP | 25000.00000 25000.00| | DEBRIS, REMOVE , STR. NO. 3 | | | 0006 201-90788 LUMP | 25000.00000 25000.00| | DEBRIS, REMOVE , STR. NO. 4 | | | 0007 201-90788 LUMP | 20000.00000 20000.00| | DEBRIS, REMOVE , STR. NO. 5 | | | 0008 201-90788 LUMP | 20000.00000 20000.00| | DEBRIS, REMOVE , STR. NO. 6 | | | 0009 801-06775 LUMP | 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 180,600.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 180,600.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,934.00 ROUTE : VARIOUS CALL ORDER : 591 CONTRACT ID : M -28131-A COUNTIES : VARIOUS LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 12/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 319,200.00 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 331,573.00 103.8763% 3 35-2110733 SPECIALTIES COMPANY LLC $ 399,561.00 125.1758% ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 105-06845 LUMP | 2484.00000 2484.00| 100.00000 100.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07577 12.000 MOS | 140.00000 1680.00| 200.00000 2400.00| 150.00000 1800.00 CELLULAR SERVICE | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 110-01001 LUMP | 2300.00000 2300.00| 7500.00000 7500.00| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 601-01128 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 1400.00000 1400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0006 601-01522 1.000 EACH | 1390.00000 1390.00| 1650.00000 1650.00| 1500.00000 1500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0007 601-01700 8.000 EACH | 1525.00000 12200.00| 1750.00000 14000.00| 1800.00000 14400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0008 601-01867 1.000 EACH | 1280.00000 1280.00| 1650.00000 1650.00| 1600.00000 1600.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0009 601-02211 350.000 EACH | 46.00000 16100.00| 56.00000 19600.00| 70.00000 24500.00 GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | | IN LONG, GALVANIZED | | | 0010 601-02800 10.000 EACH | 1125.00000 11250.00| 800.00000 8000.00| 1200.00000 12000.00 GUARDRAIL TRANSITION, TGT | | | 0011 601-03452 6.000 EACH | 70.00000 420.00| 75.00000 450.00| 150.00000 900.00 EXCAVATION OF DAMAGED STEEL BEAM | | | GUARDRAIL BURIED END SECTION, LABOR ONLY| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,934.00 ROUTE : VARIOUS CALL ORDER : 591 CONTRACT ID : M -28131-A COUNTIES : VARIOUS LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 601-03453 160.000 EACH | 9.50000 1520.00| 10.00000 1600.00| 25.00000 4000.00 GUARDRAIL, CLAMP BAR, 7.125 IN., | | | ALUMINUM | | | 0013 601-03456 15.000 EACH | 65.00000 975.00| 75.00000 1125.00| 100.00000 1500.00 GUARDRAIL POST, WOOD TYPE W5 | | | 0014 601-03471 8.000 EACH | 3195.00000 25560.00| 3450.00000 27600.00| 3600.00000 28800.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0015 601-03599 5.000 EACH | 130.00000 650.00| 150.00000 750.00| 200.00000 1000.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0016 601-03677 1.000 EACH | 366.00000 366.00| 125.00000 125.00| 650.00000 650.00 ANCHOR, TYPE 5 | | | 0017 601-06035 100.000 LFT | 4.95000 495.00| 6.00000 600.00| 9.00000 900.00 GUARDRAIL, RESET | | | 0018 601-06774 2.000 EACH | 3945.00000 7890.00| 4200.00000 8400.00| 4000.00000 8000.00 COMBINATION ATTENUATING TERMINAL | | | 0019 601-06798 200.000 EACH | 8.40000 1680.00| 10.00000 2000.00| 25.00000 5000.00 TIMBER BLOCK | | | 0020 601-06854 5.000 EACH | 2240.00000 11200.00| 2200.00000 11000.00| 2300.00000 11500.00 GUARDRAIL, W-BEAM, NESTED | | | 0021 601-61320 500.000 LFT | 11.00000 5500.00| 11.00000 5500.00| 11.75000 5875.00 CURVED SECTION, STEEL BEAM GUARDRAIL | | | GALVANIZED, 12 GA. | | | 0022 601-61340 59.000 EACH | 80.40000 4743.60| 44.00000 2596.00| 75.00000 4425.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0023 601-61350 100.000 EACH | 14.50000 1450.00| 9.00000 900.00| 22.00000 2200.00 GUARD RAIL POST BRACKET, 15.5 LBS PER | | | LFT., GALVANIZED, 1 FT. 2.25 IN. | | | 0024 601-61360 20.000 EACH | 27.00000 540.00| 36.00000 720.00| 50.00000 1000.00 GUARD RAIL POST, 8.5 LBS PER LFT., | | | GALVANIZED, 5 FT. 9 IN. LONG | | | 0025 601-61370 235.000 EACH | 14.50000 3407.50| 9.00000 2115.00| 20.00000 4700.00 GUARD RAIL POST BRACKET, 8.5 LBS PER | | | LFT., GALVANIZED 1 FT. 2.25 IN. | | | 0026 601-61380 1.000 EACH | 21.00000 21.00| 50.00000 50.00| 40.00000 40.00 GUARD RAIL TERMINAL SECTION, FLATEND, | | | GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,934.00 ROUTE : VARIOUS CALL ORDER : 591 CONTRACT ID : M -28131-A COUNTIES : VARIOUS LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0027 601-61390 10.000 EACH | 31.00000 310.00| 60.00000 600.00| 45.00000 450.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0028 601-61400 2.000 EACH | 495.00000 990.00| 800.00000 1600.00| 850.00000 1700.00 GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0029 601-61550 5.000 EACH | 50.00000 250.00| 40.00000 200.00| 85.00000 425.00 GUARD RAIL TERMINAL END SECTION, | | | ALUMINUM | | | 0030 601-62070 14000.000 LFT | 6.90000 96600.00| 7.00000 98000.00| 6.75000 94500.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0031 601-62090 15.000 LFT | 2.70000 40.50| 3.00000 45.00| 4.00000 60.00 GUARD RAIL, STEEL BEAM, INSTALL | | | 0032 601-62100 15.000 EACH | 18.50000 277.50| 26.00000 390.00| 40.00000 600.00 GUARD RAIL POST, STEEL, INSTALL | | | 0033 601-62110 240.000 LFT | 2.65000 636.00| 2.20000 528.00| 4.00000 960.00 GUARD RAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0034 601-62120 6.000 EACH | 5.80000 34.80| 6.00000 36.00| 10.00000 60.00 GUARD RAIL POST BRACKET, INSTALL | | | 0035 601-62150 1.000 EACH | 80.00000 80.00| 90.00000 90.00| 125.00000 125.00 GUARD RAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 7 FT. 0 IN. LONG | | | 0036 601-62297 1.000 EACH | 39.00000 39.00| 55.00000 55.00| 75.00000 75.00 GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0037 601-62530 1.000 EACH | 70.00000 70.00| 65.00000 65.00| 350.00000 350.00 GUARD RAIL PIER CONNECTION, ES | | | 0038 601-62540 800.000 EACH | 13.50000 10800.00| 16.00000 12800.00| 25.00000 20000.00 GUARD RAIL POST, PLUMB | | | 0039 601-62550 450.000 LFT | 6.50000 2925.00| 4.30000 1935.00| 15.00000 6750.00 GUARD RAIL, TUBING, ELLIPTICAL, ALUMINU | | | 0040 601-62580 25.000 EACH | 24.75000 618.75| 18.00000 450.00| 50.00000 1250.00 GUARD RAIL SPLICE BAR, ALUMINUM | | | 0041 601-62630 4.000 EACH | 70.00000 280.00| 90.00000 360.00| 110.00000 440.00 GUARD RAIL POST, ALUMINUM, 6 FT. 3 IN. | | | 0042 601-62640 15.000 EACH | 70.00000 1050.00| 80.00000 1200.00| 110.00000 1650.00 GUARD RAIL POST, ALUMINUM, 5 FT. 3 IN. | | | 0043 601-62680 1.000 EACH | 560.00000 560.00| 700.00000 700.00| 950.00000 950.00 GUARD RAIL TERMINAL SECTION, SINGLE | | | FACE, BURIED END, ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 591 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,934.00 ROUTE : VARIOUS CALL ORDER : 591 CONTRACT ID : M -28131-A COUNTIES : VARIOUS LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 601-90382 1.000 EACH | 90.00000 90.00| 100.00000 100.00| 120.00000 120.00 GUARD RAIL POST, ALUMINUM, 7 FT. | | | 0045 601-90389 1.000 EACH | 60.00000 60.00| 90.00000 90.00| 100.00000 100.00 GUARD RAIL TERMINAL SECTION, GALVANIZED | | | 11 IN. | | | 0046 601-90677 1.000 EACH | 40.00000 40.00| 60.00000 60.00| 125.00000 125.00 DRILLED BRACKET, INSTALL | | | 0047 601-91198 4.000 EACH | 140.00000 560.00| 125.00000 500.00| 225.00000 900.00 GUARD RAIL POST, MODIFIED | | | 0048 601-91504 1.000 EACH | 75.00000 75.00| 115.00000 115.00| 175.00000 175.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0049 601-91505 1.000 EACH | 55.00000 55.00| 100.00000 100.00| 130.00000 130.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0050 601-91510 1.000 EACH | 55.00000 55.00| 100.00000 100.00| 130.00000 130.00 GUARD RAIL POST, W3, 8 IN. X 8 IN. | | | 0051 601-91511 1.000 EACH | 55.00000 55.00| 100.00000 100.00| 130.00000 130.00 GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0052 601-91542 2.000 EACH | 12.00000 24.00| 40.00000 80.00| 30.00000 60.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0053 601-91575 2.000 EACH | 12.00000 24.00| 38.00000 76.00| 30.00000 60.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0054 601-91576 2.000 EACH | 10.00000 20.00| 38.00000 76.00| 30.00000 60.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0055 601-91649 6.000 EACH | 125.00000 750.00| 150.00000 900.00| 200.00000 1200.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0056 601-91653 2.000 EACH | 105.00000 210.00| 115.00000 230.00| 155.00000 310.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0057 601-93346 5.000 EACH | 36.00000 180.00| 80.00000 400.00| 125.00000 625.00 GUARD RAIL CONNECTOR, AS | | | 0058 601-94689 15.000 EACH | 2430.00000 36450.00| 2700.00000 40500.00| 2900.00000 43500.00 GUARDRAIL END TREATMENT, OS | | | 0059 601-95342 4.000 EACH | 90.00000 360.00| 75.00000 300.00| 100.00000 400.00 GUARD RAIL SPLICE PLATE, C, GALVANIZED | | | 0060 601-95972 25.000 EACH | 60.00000 1500.00| 60.00000 1500.00| 100.00000 2500.00 GUARD RAIL POST (CRT), 8 IN.X 6 IN. | | | TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0061 601-97774 1.000 EACH | 1250.00000 1250.00| 1300.00000 1300.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 591 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,934.00 ROUTE : VARIOUS CALL ORDER : 591 CONTRACT ID : M -28131-A COUNTIES : VARIOUS LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 601-98636 260.000 LFT | 4.50000 1170.00| 4.75000 1235.00| 6.75000 1755.00 GUARD RAIL CHANNEL, 6.7 LBS PER LFT., | | | GALVANIZED, 5 IN. | | | 0063 601-98637 1.000 EACH | 40.00000 40.00| 55.00000 55.00| 75.00000 75.00 GUARD RAIL BURIED END, TERMINAL | | | CONNECTOR, GALVANIZED | | | 0064 601-98638 1.000 EACH | 23.50000 23.50| 30.00000 30.00| 50.00000 50.00 GUARD RAIL SPLICE PLATE, ALUMINUM | | | 0065 601-99105 1500.000 LFT | 13.00000 19500.00| 13.60000 20400.00| 13.00000 19500.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0066 601-99108 150.000 LFT | 20.40000 3060.00| 22.00000 3300.00| 17.00000 2550.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0067 601-99123 1.000 EACH | 1995.00000 1995.00| 2300.00000 2300.00| 1900.00000 1900.00 GUARDRAIL TRANSITION, GP | | | 0068 706-01515 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 150.00000 150.00 BRIDGE BRACKET, A, ALUMINUM | | | 0069 706-05587 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 500.00000 500.00 BRIDGE BARRIER RAIL BRACKET, CONCRETE, | | | INSTALL | | | 0070 706-06347 100.000 LFT | 115.00000 11500.00| 50.00000 5000.00| 130.00000 13000.00 RAILING, CF-1 | | | 0071 706-62380 3.000 EACH | 135.00000 405.00| 40.00000 120.00| 350.00000 1050.00 BRIDGE RAILING POST, 5A | | | 0072 706-62390 1.000 EACH | 135.00000 135.00| 40.00000 40.00| 350.00000 350.00 BRIDGE RAILING POST, 6 | | | 0073 706-62400 1.000 EACH | 135.00000 135.00| 40.00000 40.00| 350.00000 350.00 BRIDGE RAILING POST, 7 | | | 0074 706-90672 8.000 EACH | 135.00000 1080.00| 45.00000 360.00| 350.00000 2800.00 BRIDGE RAILING POST, ALUMINUM, 5 | | | 0075 706-94133 1.000 LFT | 22.30000 22.30| 50.00000 50.00| 40.00000 40.00 RAILING, TUBE, GALVANIZED STEEL | | | 0076 706-95431 1.000 EACH | 350.00000 350.00| 400.00000 400.00| 600.00000 600.00 BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE A | | | 0077 706-95432 1.000 EACH | 550.00000 550.00| 500.00000 500.00| 700.00000 700.00 BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE B | | | 0078 706-95433 1.000 EACH | 550.00000 550.00| 500.00000 500.00| 700.00000 700.00 BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 591 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 338,934.00 ROUTE : VARIOUS CALL ORDER : 591 CONTRACT ID : M -28131-A COUNTIES : VARIOUS LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 706-98639 1.000 EACH | 20.00000 20.00| 25.00000 25.00| 70.00000 70.00 BRIDGE RAILING SPLICE BAR, ALUMINUM | | | 0080 711-51823 1.000 EACH | 19.00000 19.00| 25.00000 25.00| 35.00000 35.00 EXPANSION ANCHOR, 0.75 IN. | | | 0081 801-06775 LUMP | 4822.55000 4822.55| 9800.00000 9800.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0082 802-97573 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 125.00000 125.00 ANGLE POST | | | 0083 803-61430 1.000 EACH | 50.00000 50.00| 40.00000 40.00| 100.00000 100.00 BRIDGE BRACKET A, GALVANIZED | | | 0084 803-61440 1.000 EACH | 50.00000 50.00| 40.00000 40.00| 100.00000 100.00 BRIDGE BRACKET B, GALVANIZED | | | SECTION TOTALS | $ 319,200.00| $ 331,573.00| $ 399,561.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 319,200.00| $ 331,573.00| $ 399,561.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-64, US 41 CALL ORDER : 601 CONTRACT ID : M -28133-A COUNTIES : POSEY SULLIVAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0392360 HOOSIER COMPANY, INC. $ 120,820.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 129,727.64 107.3727% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 76,000.00 ROUTE : VARIOUS CALL ORDER : 611 CONTRACT ID : M -28137-A COUNTIES : LAKE NEWTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT PORTER CONTRACT TIME : 65 CALENDAR DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1341875 CAVINDER & CAVINDER, INC. $ 60,800.00 100.0000% 2 35-1958578 FEENEY, V., INC. $ 61,499.00 101.1497% 3 35-2034028 C & H MOWING, INC. CONDITIONAL BID $ 65,500.00 107.7303% 4 35-2154772 COMPTON'S MOWING SERVICE INC. $ 84,000.00 138.1579% 5 35-1636776 LINKEL COMPANY $ 166,000.00 273.0263% ==================================================================================================================================== |( 1 ) 35-1341875 |( 2 ) 35-1958578 |( 3 ) 35-2034028 |CAVINDER & CAVINDER, INC. |FEENEY, V., INC. |C & H MOWING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL | 22000.00000 22000.00| 30000.00000 30000.00| 20000.00000 20000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL | 20000.00000 20000.00| 20000.00000 20000.00| 30000.00000 30000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL | 18800.00000 18800.00| 11499.00000 11499.00| 15500.00000 15500.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 60,800.00| $ 61,499.00| $ 65,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 60,800.00| $ 61,499.00| $ 65,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 611 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 76,000.00 ROUTE : VARIOUS CALL ORDER : 611 CONTRACT ID : M -28137-A COUNTIES : LAKE NEWTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT PORTER SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2154772 |( 5 ) 35-1636776 |( ) |COMPTON'S MOWING SERVICE INC |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL | 28000.00000 28000.00| 66000.00000 66000.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL | 28000.00000 28000.00| 68000.00000 68000.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL | 28000.00000 28000.00| 32000.00000 32000.00| MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 84,000.00| $ 166,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 84,000.00| $ 166,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 621 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 65,500.00 ROUTE : I-65 CALL ORDER : 621 CONTRACT ID : M -28138-A COUNTIES : LAKE NEWTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT JASPER CONTRACT TIME : 45 CALENDAR DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1958578 FEENEY, V., INC. $ 52,000.00 100.0000% 2 35-1341875 CAVINDER & CAVINDER, INC. $ 52,300.00 100.5769% 3 35-2034028 C & H MOWING, INC. CONDITIONAL BID $ 55,000.00 105.7692% 4 35-2154772 COMPTON'S MOWING SERVICE INC. $ 56,000.00 107.6923% 5 35-1991044 JOHNSON COMPANY INC. $ 59,710.00 114.8269% 6 35-1636776 LINKEL COMPANY $ 142,000.00 273.0769% ==================================================================================================================================== |( 1 ) 35-1958578 |( 2 ) 35-1341875 |( 3 ) 35-2034028 |FEENEY, V., INC. |CAVINDER & CAVINDER, INC. |C & H MOWING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL | 26000.00000 26000.00| 18200.00000 18200.00| 20000.00000 20000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL | 16000.00000 16000.00| 17100.00000 17100.00| 20000.00000 20000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL | 10000.00000 10000.00| 17000.00000 17000.00| 15000.00000 15000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 52,000.00| $ 52,300.00| $ 55,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 52,000.00| $ 52,300.00| $ 55,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 621 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 65,500.00 ROUTE : I-65 CALL ORDER : 621 CONTRACT ID : M -28138-A COUNTIES : LAKE NEWTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT JASPER SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2154772 |( 5 ) 35-1991044 |( 6 ) 35-1636776 |COMPTON'S MOWING SERVICE INC |JOHNSON COMPANY INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL | 20000.00000 20000.00| 25000.00000 25000.00| 50000.00000 50000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL | 20000.00000 20000.00| 25000.00000 25000.00| 60000.00000 60000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL | 16000.00000 16000.00| 9710.00000 9710.00| 32000.00000 32000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 56,000.00| $ 59,710.00| $ 142,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 56,000.00| $ 59,710.00| $ 142,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 631 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,829.58 ROUTE : 912 CALL ORDER : 631 CONTRACT ID : M -28139-A COUNTIES : LAKE LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 CALENDAR DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2034028 C & H MOWING, INC. $ 22,250.00 100.0000% 2 35-2154772 COMPTON'S MOWING SERVICE INC. $ 23,000.00 103.3708% 3 35-1341875 CAVINDER & CAVINDER, INC. $ 25,900.00 116.4045% 4 35-1958578 FEENEY, V., INC. $ 30,000.00 134.8315% 5 35-1636776 LINKEL COMPANY $ 95,000.00 426.9663% ==================================================================================================================================== |( 1 ) 35-2034028 |( 2 ) 35-2154772 |( 3 ) 35-1341875 |C & H MOWING, INC. |COMPTON'S MOWING SERVICE INC |CAVINDER & CAVINDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL | 6500.00000 6500.00| 4600.00000 4600.00| 5800.00000 5800.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL | 5500.00000 5500.00| 4600.00000 4600.00| 5100.00000 5100.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL | 4500.00000 4500.00| 4600.00000 4600.00| 5000.00000 5000.00 MOWING, CYCLE NO. 3 | | | 0004 623-04887 1.000 CYCL | 3500.00000 3500.00| 4600.00000 4600.00| 5000.00000 5000.00 MOWING, CYCLE NO. 4 | | | 0005 623-05684 1.000 CYCL | 2250.00000 2250.00| 4600.00000 4600.00| 5000.00000 5000.00 MOWING, CYCLE NO. 5 | | | SECTION TOTALS | $ 22,250.00| $ 23,000.00| $ 25,900.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 22,250.00| $ 23,000.00| $ 25,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 631 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,829.58 ROUTE : 912 CALL ORDER : 631 CONTRACT ID : M -28139-A COUNTIES : LAKE LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1958578 |( 5 ) 35-1636776 |( ) |FEENEY, V., INC. |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL | 15000.00000 15000.00| 25000.00000 25000.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL | 5250.00000 5250.00| 25000.00000 25000.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL | 3750.00000 3750.00| 20000.00000 20000.00| MOWING, CYCLE NO. 3 | | | 0004 623-04887 1.000 CYCL | 3000.00000 3000.00| 15000.00000 15000.00| MOWING, CYCLE NO. 4 | | | 0005 623-05684 1.000 CYCL | 3000.00000 3000.00| 10000.00000 10000.00| MOWING, CYCLE NO. 5 | | | SECTION TOTALS | $ 30,000.00| $ 95,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 30,000.00| $ 95,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 641 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,753.64 ROUTE : CALL ORDER : 641 CONTRACT ID : M -28141-A COUNTIES : FRANKLIN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/29/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 252,350.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 339,788.00 134.6495% ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( ) |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1450.00000 8700.00| 1200.00000 7200.00| FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 4620.00000 4620.00| 2000.00000 2000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-04791 327.000 EACH | 4.00000 1308.00| 10.00000 3270.00| PARKING BARRIER, REMOVE | | | 0006 203-02000 670.000 CYS | 13.00000 8710.00| 25.00000 16750.00| EXCAVATION, COMMON | | | 0007 304-07491 50.000 TON | 90.00000 4500.00| 125.00000 6250.00| HMA PATCHING, TYPE C | | | 0008 306-08032 578.000 SYS | 7.00000 4046.00| 7.00000 4046.00| MILLING, TRANSITION | | | 0009 402-07434 3420.000 TON | 52.00000 177840.00| 70.00000 239400.00| HMA SURFACE, TYPE C | | | 0010 402-07442 931.000 TON | 33.00000 30723.00| 50.00000 46550.00| HMA BASE, TYPE C | | | 0011 406-05520 15.000 TON | 195.00000 2925.00| 200.00000 3000.00| ASPHALT FOR TACK COAT | | | 0012 615-06496 15.000 EACH | 55.00000 825.00| 50.00000 750.00| PARKING BARRIER | | | 0013 615-97768 327.000 EACH | 13.00000 4251.00| 10.00000 3270.00| PARKING BARRIER, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 641 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,753.64 ROUTE : CALL ORDER : 641 CONTRACT ID : M -28141-A COUNTIES : FRANKLIN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( ) |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06640 10.000 EACH | 150.00000 1500.00| 200.00000 2000.00| CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 1000.00000 1000.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0016 808-06713 1400.000 LFT | 1.00000 1400.00| 2.00000 2800.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 252,350.00| $ 339,788.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 252,350.00| $ 339,788.00| $ ====================================================================================================================================