INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 144,699.75 ROUTE : US 31 CALL ORDER : 511 CONTRACT ID : M -25899-A COUNTIES : ST. JOSEPH LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 67,893.88 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 74,744.50 110.0901% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 90,081.52 132.6798% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1120685 |(3) 35-0918397 |BROOKS CONSTRUCTION |WALSH & KELLY |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| 3390.00000 3390.00| 3600.00000 3600.00| 4400.00000 4400.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 18260.000 SYS | 0.45000 8217.00| 0.50000 9130.00| 1.00000 18260.00 SURFACE MILLING, ASPHALT | | | 0003 402-05495 1600.000 TON | 31.45000 50320.00| 33.00000 52800.00| 36.00000 57600.00 HMA WEDGE AND LEVEL | | | 0004 406-05520 7.000 TON | 30.00000 210.00| 220.00000 1540.00| 0.01000 0.07 ASPHALT FOR TACK COAT | | | 0005 801-06207 610.000 LFT | 0.50000 305.00| 1.00000 610.00| 1.00000 610.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0006 801-06640 11.000 EACH| 45.00000 495.00| 45.00000 495.00| 45.00000 495.00 CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 2240.43000 2240.43| 4100.00000 4100.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0008 808-06694 6400.000 LFT | 0.22000 1408.00| 0.20000 1280.00| 0.22000 1408.00 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0009 808-06711 1855.000 LFT | 0.11000 204.05| 0.10000 185.50| 0.11000 204.05 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0010 808-06713 3100.000 LFT | 0.11000 341.00| 0.10000 310.00| 0.11000 341.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0011 808-06714 6100.000 LFT | 0.11000 671.00| 0.10000 610.00| 0.11000 671.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0012 808-75008 420.000 LFT | 0.22000 92.40| 0.20000 84.00| 0.22000 92.40 LINE, PAINT, SOLID, WHITE, 8 IN. | | | SECTION TOTALS | $ 67,893.88| $ 74,744.50| $ 90,081.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 67,893.88| $ 74,744.50| $ 90,081.52 ====================================================================================================================================