ILLINOIS DEPARTMENT OF TRANSPORTATION PAGE: 1 06/22/10 11:24:39 U N I T P R I C E T A B U L A T I O N O F B I D S LETTING DATE: 05/14/2010 LETTING TYPE: SPECIAL CONTRACT NUMBER: 78144 LETTING ITEM NUMBER: 036 RESPONSIBLE DISTRICT: 09 BIDS LOCKED: Y SECTION: (18,20,22,28,29,30)RS-2 COUNTY: UNION ESTIMATE: -------------------------- SUMMARY OF CONTRACTOR BIDS -------------------------- "AS READ" SUMMATION SUMMATION OF NBR BIDR CONTR COMB ITEM CONTR BIDDER OF BIDDER CALCULATED LOW BIDR CALC BLANK NBR BIDDER NAME GROUP COMB GRP NBR GROUP TOTAL PRICE EXTENSIONS EXTENSIONS BID EXTENSION DIFF BIDS 5550 E. T. Simonds Construction Company NO ALT 2,372,318.24 * 2,372,318.24 2,372,318.24 * **** TOTAL GROUP NO ALT PAY ITEMS FOR THIS CONTRACT = 22 ---------------------- DETAIL CONTRACTOR BIDS ---------------------- ITEM NBR ITEM DESCRIPTION UNIT OF UNIT BIDDER CALCULATED BIDR CALC BIDR NBR BIDDER NAME QUANTITY MEASURE PRICE EXTENSION EXTENSION EXTENSION DIFF X0322729 MATL TRANSFER DEVICE 12,483.000 TON 5550 E. T. Simonds Construction Company 2.4700 30,833.01 30,833.01 40600100 BIT MATLS PR CT 27,029.000 GALLON 5550 E. T. Simonds Construction Company 0.0000 0.00 0.00 40600300 AGG PR CT 448.000 TON 5550 E. T. Simonds Construction Company 0.0000 0.00 0.00 40600645 LEV BIND MM N90 12,403.000 TON 5550 E. T. Simonds Construction Company 82.2600 1,020,270.78 1,020,270.78 40600895 CONSTRUC TEST STRIP 2.000 EACH 5550 E. T. Simonds Construction Company 0.0000 0.00 0.00 40600982 HMA SURF REM BUTT JT 1,022.000 SQ YD 5550 E. T. Simonds Construction Company 11.7000 11,957.40 11,957.40 40600990 TEMPORARY RAMP 125.000 SQ YD 5550 E. T. Simonds Construction Company 10.0000 1,250.00 1,250.00 40603320 HMA SC "C" N90 12,483.000 TON 5550 E. T. Simonds Construction Company 82.2600 1,026,851.58 1,026,851.58 40800050 INCIDENTAL HMA SURF 297.000 TON 5550 E. T. Simonds Construction Company 126.0700 37,442.79 37,442.79 44000155 HMA SURF REM 1 1/2 484.000 SQ YD 5550 E. T. Simonds Construction Company 14.8500 7,187.40 7,187.40 48102100 AGG WEDGE SHLD TYPE B 2,038.000 TON 5550 E. T. Simonds Construction Company 44.6300 90,955.94 90,955.94 67000400 ENGR FIELD OFFICE A 3.000 CAL MO 5550 E. T. Simonds Construction Company 2,500.0000 7,500.00 7,500.00 67100100 MOBILIZATION 1.000 L SUM 5550 E. T. Simonds Construction Company 44,274.0000 44,274.00 44,274.00 70100460 TRAF CONT-PROT 701306 1.000 L SUM 5550 E. T. Simonds Construction Company 47,453.0000 47,453.00 47,453.00 70300100 SHORT-TERM PAVT MKING 8,639.000 FOOT 5550 E. T. Simonds Construction Company 0.7500 6,479.25 6,479.25 70300220 TEMP PVT MK LINE 4 184,503.000 FOOT 5550 E. T. Simonds Construction Company 0.0000 0.00 0.00 70300280 TEMP PVT MK LINE 24 278.000 FOOT 5550 E. T. Simonds Construction Company 0.0000 0.00 0.00 70301000 WORK ZONE PAVT MK REM 63,737.000 SQ FT 5550 E. T. Simonds Construction Company 0.0000 0.00 0.00 78000650 THPL PVT MK LINE 24 278.000 FOOT 5550 E. T. Simonds Construction Company 11.2900 3,138.62 3,138.62 78001110 PAINT PVT MK LINE 4 184,503.000 FOOT 5550 E. T. Simonds Construction Company 0.0900 16,605.27 16,605.27 78100100 RAISED REFL PAVT MKR 664.000 EACH 5550 E. T. Simonds Construction Company 22.8000 15,139.20 15,139.20 78300200 RAISED REF PVT MK REM 664.000 EACH 5550 E. T. Simonds Construction Company 7.5000 4,980.00 4,980.00