INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,718,443.25 ROUTE : I-69 CALL ORDER : 330 CONTRACT ID : RS-27930-A COUNTIES : ALLEN WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON CONTRACT TIME : 10/19/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,345,382.77 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,382,566.07 101.5854% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 9000.00000 9000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1470.00000 13230.00| 1400.00000 12600.00| 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 | 117000.00000 117000.00| 120000.00000 120000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02271 4.000 EACH | 427.04000 1708.16| 300.00000 1200.00| HEADWALL, REMOVE | | | 0007 203-02080 0.311 MILE | 10677.95000 3320.84| 20000.00000 6220.00| LINEAR GRADING | | | 0008 303-01180 330.000 TON | 5.00000 1650.00| 1.00000 330.00| COMPACTED AGGREGATE, NO. 53 | | | 0009 303-07449 5600.000 TON | 7.50000 42000.00| 1.00000 5600.00| COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07491 870.000 TON | 74.41000 64736.70| 120.00000 104400.00| HMA PATCHING, TYPE C | | | 0011 306-08034 284300.000 SYS | 0.51000 144993.00| 0.01000 2843.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 401-06264 LUMP | 8500.00000 8500.00| 8000.00000 8000.00| PROFILOGRAPH, HMA | | | 0013 401-07337 23500.000 TON | 40.72000 956920.00| 61.00000 1433500.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm _ _ | | | SMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,718,443.25 ROUTE : I-69 CALL ORDER : 330 CONTRACT ID : RS-27930-A COUNTIES : ALLEN WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 70.000 TON | 10.00000 700.00| 1.00000 70.00| ASPHALT FOR TACK COAT | | | 0015 503-05240 66.000 LFT | 8.69000 573.54| 6.00000 396.00| D-1 CONTRACTION JOINT | | | 0016 506-06333 350.000 SYS | 134.17000 46959.50| 100.00000 35000.00| PCCP PATCHING, FULL DEPTH | | | 0017 506-06334 50.000 SYS | 169.13000 8456.50| 250.00000 12500.00| PCCP PATCHING, PARTIAL DEPTH | | | 0020 606-07484 224000.000 LFT | 0.10000 22400.00| 0.01000 2240.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0021 616-02320 2100.000 SYS | 1.54000 3234.00| 0.75000 1575.00| GEOTEXTILES | | | 0022 616-06405 1600.000 TON | 23.98000 38368.00| 27.00000 43200.00| RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH | 485.00000 485.00| 485.00000 485.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06545 1.100 TON | 630.00000 693.00| 630.00000 693.00| FERTILIZER | | | 0025 621-06553 425.000 LBS | 3.26000 1385.50| 3.26000 1385.50| SEED MIXTURE, R | | | 0026 621-06565 5.500 TON | 475.00000 2612.50| 475.00000 2612.50| MULCHING MATERIAL | | | 0027 621-06574 3400.000 SYS | 3.10000 10540.00| 3.10000 10540.00| SODDING | | | 0028 715-01466 1.000 EACH | 14057.19000 14057.19| 13000.00000 13000.00| GRATED BOX END SECTION, I, 6:1, 48 IN. | | | 0029 715-05596 40.000 LFT | 40.64000 1625.60| 72.00000 2880.00| PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0030 715-06004 1.000 EACH | 1068.85000 1068.85| 2200.00000 2200.00| CONCRETE ANCHOR, 48 IN. | | | 0031 715-46010 4.000 EACH | 382.55000 1530.20| 400.00000 1600.00| PIPE END SECTION, 18 IN. | | | 0032 715-46040 2.000 EACH | 684.59000 1369.18| 920.00000 1840.00| PIPE END SECTION, 36 IN. | | | 0033 716-07633 100.000 LFT | 191.00000 19100.00| 220.00000 22000.00| PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0034 716-07635 100.000 LFT | 287.00000 28700.00| 320.00000 32000.00| PIPE INSTALLATION, TRENCHLESS, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,718,443.25 ROUTE : I-69 CALL ORDER : 330 CONTRACT ID : RS-27930-A COUNTIES : ALLEN WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 716-07637 207.000 LFT | 364.00000 75348.00| 380.00000 78660.00| PIPE INSTALLATION, TRENCHLESS, 48 IN. | | | 0036 725-06858 171.000 LFT | 118.00000 20178.00| 136.00000 23256.00| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0037 725-06870 207.000 LFT | 104.00000 21528.00| 123.00000 25461.00| PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0038 801-01093 36.000 EACH | 550.00000 19800.00| 100.00000 3600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-06207 1000.000 LFT | 0.74000 740.00| 0.70000 700.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 34.000 EACH | 80.00000 2720.00| 80.00000 2720.00| CONSTRUCTION SIGN, A | | | 0041 801-06710 200.000 DAY | 10.00000 2000.00| 5.00000 1000.00| FLASHING ARROW SIGN | | | 0042 801-06775 LUMP | 298674.00000 298674.00| 74000.00000 74000.00| MAINTAINING TRAFFIC | | | 0043 801-09133 10.000 EACH | 3950.00000 39500.00| 3500.00000 35000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0044 801-92448 300.000 DAY | 1.75000 525.00| 1.00000 300.00| CONSTRUCTION SIGNS, MOBILE | | | 0045 804-04435 400.000 EACH | 2.50000 1000.00| 2.50000 1000.00| DELINEATOR POST, REMOVE | | | 0046 804-06771 820.000 EACH | 23.50000 19270.00| 23.50000 19270.00| DELINEATOR POST, FLEXIBLE | | | 0047 808-01328 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WRONG WAY RAMP ARROW | | | 0048 808-03631 117000.000 LFT | 0.41000 47970.00| 0.41000 47970.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0049 808-03632 115000.000 LFT | 0.41000 47150.00| 0.41000 47150.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0050 808-05534 8100.000 LFT | 0.82000 6642.00| 0.82000 6642.00| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0051 808-05535 700.000 LFT | 8.25000 5775.00| 8.25000 5775.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0052 808-05866 3.000 SYS | 50.00000 150.00| 50.00000 150.00| PAVEMENT MESSAGE MARKING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,718,443.25 ROUTE : I-69 CALL ORDER : 330 CONTRACT ID : RS-27930-A COUNTIES : ALLEN WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 808-06368 2600.000 LFT | 1.12000 2912.00| 2.00000 5200.00| TRANSVERSE MARKING, REMOVE | | | 0054 808-06716 39300.000 LFT | 0.21000 8253.00| 0.21000 8253.00| LINE, REMOVE | | | 0055 808-74805 70.000 LFT | 8.25000 577.50| 3.00000 210.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0056 808-75061 28000.000 LFT | 2.79000 78120.00| 1.00000 28000.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0057 808-75994 254.000 EACH | 12.50000 3175.00| 1.00000 254.00| PRISMATIC REFLECTOR | | | 0058 808-75996 1465.000 EACH | 2.71000 3970.15| 1.00000 1465.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 1465.000 EACH | 21.25000 31131.25| 20.00000 29300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0060 202-93608 1.000 EACH | 928.70000 928.70| 8000.00000 8000.00| MEDIAN CROSSOVER, REMOVE | | | 0061 610-07486 100.000 TON | 50.35000 5035.00| 50.00000 5000.00| HMA FOR APPROACHES, TYPE A | | | 0062 715-05119 60.000 LFT | 26.46000 1587.60| 34.00000 2040.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0063 715-97686 2.000 EACH | 5917.04000 11834.08| 7000.00000 14000.00| GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0064 802-91122 2.000 EACH | 87.55000 175.10| 75.00000 150.00| SIGN, GROUND MOUNTED, RESET | | | 0065 305-03375 100.000 LFT | 1.08000 108.00| 1.02000 102.00| CRACKS, TRANSVERSE, ROUT, CLEAN, AND | | | SEAL | | | 0066 305-93341 7625.000 LFT | 0.96000 7320.00| 0.90000 6862.50| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0067 305-93342 10127.790 LFT | 1.30000 13166.13| 1.28000 12963.57| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | SECTION TOTALS | $ 2,345,382.77| $ 2,382,566.07| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,345,382.77| $ 2,382,566.07| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,647,171.66 ROUTE : 69 CALL ORDER : 340 CONTRACT ID : RS-27931-A COUNTIES : GRANT LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/19/05 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. $ 1,137,452.16 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,239,504.23 108.9720% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 4300.00000 4300.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1474.60000 8847.60| 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 | 56800.00000 56800.00| 61000.00000 61000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 213-04324 20.000 CYS | 75.00000 1500.00| 88.74000 1774.80| FLOWABLE FILL | | | 0007 303-07449 3100.000 TON | 3.00000 9300.00| 7.50000 23250.00| COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07491 77.000 TON | 500.00000 38500.00| 222.52000 17134.04| HMA PATCHING, TYPE C | | | 0009 306-08034 8800.000 SYS | 1.85000 16280.00| 2.50000 22000.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0010 401-07320 6900.000 TON | 20.00000 138000.00| 30.15000 208035.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0011 406-05520 27.000 TON | 1.00000 27.00| 10.00000 270.00| ASPHALT FOR TACK COAT | | | 0012 501-06266 LUMP | 5000.00000 5000.00| 3650.00000 3650.00| PROFILOGRAPH, PCCP | | | 0013 506-06333 245.000 SYS | 172.00000 42140.00| 143.63000 35189.35| PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,647,171.66 ROUTE : 69 CALL ORDER : 340 CONTRACT ID : RS-27931-A COUNTIES : GRANT LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 507-07480 175000.000 SYS | 1.80000 315000.00| 2.19000 383250.00| PCCP PROFILING | | | 0017 606-07484 124966.000 LFT | 0.01000 1249.66| 0.01000 1249.66| MILLED HMA SHOULDER CORRUGATIONS | | | 0018 610-07486 60.000 TON | 60.00000 3600.00| 64.30000 3858.00| HMA FOR APPROACHES, TYPE A | | | 0019 616-02320 70.000 SYS | 1.00000 70.00| 10.13000 709.10| GEOTEXTILES | | | 0020 616-06405 80.000 TON | 26.00000 2080.00| 28.68000 2294.40| RIPRAP, REVETMENT | | | 0021 616-93766 70.000 SYS | 17.00000 1190.00| 10.02000 701.40| BREAKING CONCRETE SLOPEWALL | | | 0022 715-05756 16.000 LFT | 160.00000 2560.00| 112.37000 1797.92| PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0023 801-01093 14.000 EACH | 600.00000 8400.00| 600.00000 8400.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0024 801-06640 20.000 EACH | 89.00000 1780.00| 89.00000 1780.00| CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 153500.00000 153500.00| 148400.66000 148400.66| MAINTAINING TRAFFIC | | | 0026 801-09133 4.000 EACH | 4000.00000 16000.00| 4000.00000 16000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0027 804-04435 272.000 EACH | 3.00000 816.00| 3.00000 816.00| DELINEATOR POST, REMOVE | | | 0028 804-06771 285.000 EACH | 25.00000 7125.00| 25.00000 7125.00| DELINEATOR POST, FLEXIBLE | | | 0029 808-03631 62800.000 LFT | 0.30000 18840.00| 0.38000 23864.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0030 808-03632 62800.000 LFT | 0.30000 18840.00| 0.38000 23864.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0031 808-05534 7710.000 LFT | 1.00000 7710.00| 0.76000 5859.60| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0032 808-05535 830.000 LFT | 9.00000 7470.00| 11.00000 9130.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0033 808-75061 15750.000 LFT | 2.50000 39375.00| 2.80000 44100.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,647,171.66 ROUTE : 69 CALL ORDER : 340 CONTRACT ID : RS-27931-A COUNTIES : GRANT LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 808-75996 880.000 EACH | 10.00000 8800.00| 3.15000 2772.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 880.000 EACH | 18.00000 15840.00| 17.80000 15664.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0036 801-92448 240.000 DAY | 10.00000 2400.00| 2.10000 504.00| CONSTRUCTION SIGNS, MOBILE | | | 0037 801-06710 40.000 DAY | 40.00000 1600.00| 20.00000 800.00| FLASHING ARROW SIGN | | | 0038 305-03375 1300.000 LFT | 1.00000 1300.00| 1.10000 1430.00| CRACKS, TRANSVERSE, ROUT, CLEAN, AND | | | SEAL | | | 0039 305-93341 55785.000 LFT | 1.00000 55785.00| 0.90000 50206.50| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0040 305-93342 77715.000 LFT | 1.50000 116572.50| 1.28000 99475.20| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | SECTION TOTALS | $ 1,137,452.16| $ 1,239,504.23| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,137,452.16| $ 1,239,504.23| $ ====================================================================================================================================