INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 170 CONTRACT ID : R -27832-A COUNTIES : ST. JOSEPH LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/25/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 1,431,825.58 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,737,995.56 121.3832% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 1,767,261.13 123.4271% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,596,149.04 ROUTE : I-90 CALL ORDER : 340 CONTRACT ID : RT-27887-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT ST. JOSEPH OTHERS CONTRACT TIME : 08/12/05 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 $ 2,415,624.65 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,670,940.61 110.5694% 3 35-1120685 WALSH & KELLY INC $ 2,878,188.32 119.1488% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,924,246.75 121.0555% 5 35-1185040 NIBLOCK EXCAVATING, INC. $ 3,219,221.47 133.2666% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1120685 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-04655 3.000 MOS | 150.00000 450.00| 300.00000 900.00| 600.00000 1800.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 120000.00000 120000.00| 133500.00000 133500.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07491 1000.000 TON | 10.00000 10000.00| 25.00000 25000.00| 40.00000 40000.00 HMA PATCHING, TYPE C | | | 0006 306-08034 256256.000 SYS | 0.01000 2562.56| 0.50000 128128.00| 0.60000 153753.60 MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08034 280427.000 SYS | 0.01000 2804.27| 0.20000 56085.40| 0.54000 151430.58 MILLING, ASPHALT, 1 1/2 IN. , | | | NON-MAINLINE | | | 0008 401-05467 254050.000 LFT | 1.18000 299779.00| 0.14000 35567.00| 0.16000 40648.00 MILLED HMA CORRUGATIONS | | | 0009 401-06264 LUMP | 30000.00000 30000.00| 10000.00000 10000.00| 8200.00000 8200.00 PROFILOGRAPH, HMA | | | 0010 401-07337 21141.000 TON | 31.90000 674397.90| 56.63000 1197214.83| 58.00000 1226178.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | MAINLINE | | | 0011 401-07337 290.000 TON | 31.90000 9251.00| 52.80000 15312.00| 58.00000 16820.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | RAMPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,596,149.04 ROUTE : I-90 CALL ORDER : 340 CONTRACT ID : RT-27887-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT ST. JOSEPH OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1120685 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 402-05490 21257.000 TON | 47.00000 999079.00| 23.00000 488911.00| 33.00000 701481.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0014 406-05520 135.000 TON | 5.00000 675.00| 50.00000 6750.00| 200.00000 27000.00 ASPHALT FOR TACK COAT | | | 0015 801-01093 4.000 EACH | 425.00000 1700.00| 425.00000 1700.00| 865.00000 3460.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0016 801-06207 10560.000 LFT | 0.95000 10032.00| 3.00000 31680.00| 3.00000 31680.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 32.000 EACH | 89.00000 2848.00| 89.00000 2848.00| 70.00000 2240.00 CONSTRUCTION SIGN, A | | | 0018 801-06710 50.000 DAY | 320.00000 16000.00| 50.00000 2500.00| 28.00000 1400.00 FLASHING ARROW SIGN | | | 0019 801-06775 LUMP | 108000.00000 108000.00| 404000.00000 404000.00| 188000.00000 188000.00 MAINTAINING TRAFFIC | | | 0020 801-09133 6.000 EACH | 3600.00000 21600.00| 3600.00000 21600.00| 5800.00000 34800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0021 808-75007 68207.000 LFT | 0.16000 10913.12| 0.16000 10913.12| 0.14000 9548.98 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0022 808-75015 3000.000 LFT | 0.45000 1350.00| 0.45000 1350.00| 0.65000 1950.00 LINE, PAINT, SOLID, WHITE, 12 IN. | | | 0023 808-75047 100848.000 LFT | 0.16000 16135.68| 0.16000 16135.68| 0.14000 14118.72 LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0024 808-75996 1638.000 EACH | 6.95000 11384.10| 7.31000 11973.78| 7.00000 11466.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 1638.000 EACH | 24.69000 40442.22| 25.50000 41769.00| 23.00000 37674.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0026 808-96075 50424.000 LFT | 0.45000 22690.80| 0.45000 22690.80| 0.56000 28237.44 LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | 0027 402-07122 63.000 TON | 56.00000 3528.00| 70.00000 4410.00| 100.00000 6300.00 HMA SURFACE, 9.5 mm, CROSSOVER | | | SECTION TOTALS | $ 2,415,624.65| $ 2,670,940.61| $ 2,878,188.32 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,415,624.65| $ 2,670,940.61| $ 2,878,188.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,596,149.04 ROUTE : I-90 CALL ORDER : 340 CONTRACT ID : RT-27887-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT ST. JOSEPH OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1185040 |( ) |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-04655 3.000 MOS | 200.00000 600.00| 344.07000 1032.21| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 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 | 175000.00000 175000.00| 107556.07000 107556.07| MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07491 1000.000 TON | 35.00000 35000.00| 146.41000 146410.00| HMA PATCHING, TYPE C | | | 0006 306-08034 256256.000 SYS | 3.35000 858457.60| 0.87000 222942.72| MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08034 280427.000 SYS | 0.50000 140213.50| 0.63000 176669.01| MILLING, ASPHALT, 1 1/2 IN. , | | | NON-MAINLINE | | | 0008 401-05467 254050.000 LFT | 0.15000 38107.50| 0.09000 22864.50| MILLED HMA CORRUGATIONS | | | 0009 401-06264 LUMP | 10000.00000 10000.00| 47636.10000 47636.10| PROFILOGRAPH, HMA | | | 0010 401-07337 21141.000 TON | 33.00000 697653.00| 57.25000 1210322.25| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | MAINLINE | | | 0011 401-07337 290.000 TON | 65.00000 18850.00| 72.29000 20964.10| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | RAMPS | | | 0013 402-05490 21257.000 TON | 32.00000 680224.00| 41.91000 890880.87| HMA SURFACE 9.5 mm, SHOULDER | | | 0014 406-05520 135.000 TON | 1.00000 135.00| 297.67000 40185.45| ASPHALT FOR TACK COAT | | | 0015 801-01093 4.000 EACH | 500.00000 2000.00| 864.00000 3456.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0016 801-06207 10560.000 LFT | 1.00000 10560.00| 0.96000 10137.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 32.000 EACH | 96.25000 3080.00| 102.60000 3283.20| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,596,149.04 ROUTE : I-90 CALL ORDER : 340 CONTRACT ID : RT-27887-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT ST. JOSEPH OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1185040 |( ) |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06710 50.000 DAY | 21.75000 1087.50| 19.44000 972.00| FLASHING ARROW SIGN | | | 0019 801-06775 LUMP | 120000.00000 120000.00| 144561.71000 144561.71| MAINTAINING TRAFFIC | | | 0020 801-09133 6.000 EACH | 3900.00000 23400.00| 9882.00000 59292.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0021 808-75007 68207.000 LFT | 0.15000 10231.05| 0.15000 10231.05| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0022 808-75015 3000.000 LFT | 0.70000 2100.00| 0.70000 2100.00| LINE, PAINT, SOLID, WHITE, 12 IN. | | | 0023 808-75047 100848.000 LFT | 0.15000 15127.20| 0.15000 15127.20| LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0024 808-75996 1638.000 EACH | 3.00000 4914.00| 4.13000 6764.94| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 1638.000 EACH | 25.00000 40950.00| 24.84000 40687.92| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0026 808-96075 50424.000 LFT | 0.60000 30254.40| 0.60000 30254.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | 0027 402-07122 63.000 TON | 100.00000 6300.00| 77.59000 4888.17| HMA SURFACE, 9.5 mm, CROSSOVER | | | SECTION TOTALS | $ 2,924,246.75| $ 3,219,221.47| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,924,246.75| $ 3,219,221.47| $ ====================================================================================================================================