INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,189,728.17 ROUTE : TOLL ROAD CALL ORDER : 400 CONTRACT ID : RT-25703-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 05/22/01 10:00 AM DISTRICT : TOLL STEUBEN CONTRACT TIME : 08/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 636,567.98 100.0000% 2 35-1139301 E & B PAVING, INC. $ 691,098.43 108.5663% 3 35-1065659 BROOKS CONSTRUCTION $ 707,291.47 111.1101% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 786,970.20 123.6270% ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 7000.00000 7000.00| 2213.00000 2213.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 188372.000 SYS | 0.24000 45209.28| 0.56000 105488.32| 0.46000 86651.12 SURFACE MILLING, ASPHALT | | | 0003 401-05467 3170.000 LFT | 1.50000 4755.00| 1.51000 4786.70| 2.00000 6340.00 MILLED HMA CORRUGATIONS | | | 0004 402-05495 15545.000 TON | 33.50000 520757.50| 35.25000 547961.25| 36.57000 568480.65 HMA WEDGE AND LEVEL | | | 0005 406-05520 49.000 TON | 250.00000 12250.00| 140.00000 6860.00| 144.00000 7056.00 ASPHALT FOR TACK COAT | | | 0006 801-01093 4.000 EACH| 400.00000 1600.00| 100.00000 400.00| 400.00000 1600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0007 801-06640 32.000 EACH| 98.00000 3136.00| 50.00000 1600.00| 98.00000 3136.00 CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 18.00000 540.00| 20.00000 600.00| 18.00000 540.00 FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 12000.00000 12000.00| 1000.00000 1000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0010 808-75007 68530.000 LFT | 0.07000 4797.10| 0.03000 2055.90| 0.06500 4454.45 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0011 808-75047 58610.000 LFT | 0.07000 4102.70| 0.03000 1758.30| 0.06500 3809.65 LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0012 808-75996 492.000 EACH| 3.00000 1476.00| 4.78000 2351.76| 2.60000 1279.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0013 808-75998 492.000 EACH| 18.50000 9102.00| 18.50000 9102.00| 18.50000 9102.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,189,728.17 ROUTE : TOLL ROAD CALL ORDER : 400 CONTRACT ID : RT-25703-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 05/22/01 10:00 AM DISTRICT : TOLL STEUBEN SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-96075 24606.000 LFT | 0.40000 9842.40| 0.20000 4921.20| 0.40000 9842.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | SECTION TOTALS | $ 636,567.98| $ 691,098.43| $ 707,291.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 636,567.98| $ 691,098.43| $ 707,291.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,189,728.17 ROUTE : TOLL ROAD CALL ORDER : 400 CONTRACT ID : RT-25703-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 05/22/01 10:00 AM DISTRICT : TOLL STEUBEN SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 4800.00000 4800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 188372.000 SYS | 0.60000 113023.20| | SURFACE MILLING, ASPHALT | | | 0003 401-05467 3170.000 LFT | 0.70000 2219.00| | MILLED HMA CORRUGATIONS | | | 0004 402-05495 15545.000 TON | 38.60000 600037.00| | HMA WEDGE AND LEVEL | | | 0005 406-05520 49.000 TON | 278.00000 13622.00| | ASPHALT FOR TACK COAT | | | 0006 801-01093 4.000 EACH| 400.00000 1600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0007 801-06640 32.000 EACH| 98.00000 3136.00| | CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 18.00000 540.00| | FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 17000.00000 17000.00| | MAINTAINING TRAFFIC | | | 0010 808-75007 68530.000 LFT | 0.07000 4797.10| | LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0011 808-75047 58610.000 LFT | 0.07000 4102.70| | LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0012 808-75996 492.000 EACH| 6.40000 3148.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0013 808-75998 492.000 EACH| 18.50000 9102.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0014 808-96075 24606.000 LFT | 0.40000 9842.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | SECTION TOTALS | $ 786,970.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 786,970.20| | ====================================================================================================================================