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ALTERNATE "B" - ASPHALT SURFACE
<br /> Project............................ City Project 9113 ,
<br /> ML King, Jr. Drive ENGINEER'S ESTIMATE DUNN COMPANY ILLINOIS VALLEY PAVING
<br /> Extension - Mound 724 NORTH MERCER P. 0. BOX 648
<br /> to Ash DECATUR, ILLINOIS 62522 DECATUR, 1L 62525
<br /> Bid Date........................... July 28, 1993
<br /> Time...............•••............. 10:00 a.m.
<br /> - _______________________________________________________________________________________________________________
<br /> PAY ITEM I UNIT I �TY II pRICE I TOTAL I pRICE I TOTAL I pRICE I TOTAL i
<br /> ------------------------------------------------------------------------------------
<br /> -------------------------------------------------
<br /> I. BASE BID
<br /> TREE REMOVAL (6-15" DIAMETER) tNCH 312 20.00 6,240.00 21.00 6,552.00 20.00 6,240.00
<br /> TREE REMOVAL (OVER 15" DIAMETER) INCH 707 75.00 10,605.00 44.00 31,108.00 35.00 24,745.00 ',
<br /> SPECIAL EXCAVATION C.Y. 1,470 8.00 11,760.00 11.00 16,170.00 76.75 24,622.50
<br /> BITUMINOUS CONC. SURFACE REMOVAL S.Y. 3,381 2.00 6,762.00 2.75 9,297.75 2.90 9,804.90 I
<br /> COLD MILLING
<br /> LIME MODIFIED SUBGRADE 12" S.Y. 18,175 2.50 45,437.50 1.90 34,532.50 2.30 41,802.50 i
<br /> 7RENCH BACKFILL C.Y. 1,320 74.00 18,480.00 14.85 79,602.00 13.00 77,160.00 I
<br /> SUB-BASE GRANULAR MATERIAL, TYPE B TONS 388 72.00 4,656.00 26.00 70,088.00 16.00 6,208.00 '
<br /> AGGREGATE BASE COURSE, TYPE A TONS 92 14.00 1,288.00 23.80 2,189.60 16.00 1,472.00 i
<br /> PORTLAND CEMENT CONCRETE PAVMT 7" S.Y. 286 22.00 6,292.00 27.50 7,865.00 26.10 7,464.60 I
<br /> PORTLAND CEMENT CONCRETE PVMT, 8" S.Y. 1,057 25.00 26,425.00 27.65 29,226.05 26.35 27,851.95 �
<br /> P.C.C. BASE COURSE, &� S.Y. 175 20.00 3,500.00 30.50 5,337.50 28.85 5,048.75 'I
<br /> BITUMINOUS CONCRETE BASE S.Y. 1,226 22.00 26,972.00 25.40 31,740.40 29.00 35,554.00 I
<br /> COURSE WIDENING 8" �
<br /> AGGREGATE SURFACE COURSE, TYPE B TONS 21 16.00 336.00 57.60 1,209.60 76.00 336.00 �I
<br /> BITUMINOUS MATERIALS (PRIME COAT) GAL 1,151 2.00 2,302.00 1.20 1,381.20 1.60 1,841.60
<br />' BITUMINOUS CONCRETE BINDER COURSE,
<br /> MIXTURE 6, TYPE 1 (MOUND ROAD) TONS 104 36.00 3,744.00 59.75 6,274.00 63.00 6,552.00
<br /> BITUMINOUS CONCRETE SURFACE COURSE, �
<br /> MIXTURE E, CL I, TYPE 1 (MOUND) TONS 387 38.00 14,706.00 59.50 23,026.50 63.00 24,381.00
<br /> INCIDENTAL BITUMINOUS SURFACING TONS 44 80.00 3,520.00 87.00 3,828.00 91.00 4,004.00 I
<br /> "J" BOLTS, 3/4" DIAMETER EACH 105 14.00 1,470.00 13.20 1,386.00 12.60 1,323.00
<br /> S70RM SEWER, TYPE 1, 72" L.F. 644 22.00 74,768.00 79.25 12,397.00 25.00 16,700.00
<br /> STORM SEWER, TYPE 1, 15" L.F. 377 24.00 9,048.00 20.55 7,747.35 26.00 9,802.00
<br /> STORM SEUER, TYPE 2, 15" L.F. 182 26.00 4,732.00 20.55 3,740.10 26.00 4,732.00
<br /> S7oRM SEWER, TYPE 1, 18" L.F. 539 28.00 15,092.00 24.45 13,178.55 28.00 15,092.00
<br /> STORM SEWER, TYPE 2, 18" L.F. 59 30.00 1,770.00 24.45 1,442.55 28.00 1,652.00
<br /> STORM SEWER, TYPE 1, 21" L.F. 341 32.00 10,912.00 27.75 9,462.75 30.00 10,230.00
<br /> STORM SEWER, TYPE 1, 24" L.F. 226 38.00 8,588.00 30.20 6,825.20 33.00 7,458.00
<br /> STORM SEWER, TYPE 1, 27" L.F. 246 40.00 9,840.00 35.45 8,720.70 36.00 8,856.00
<br /> STORM SEWER, TYPE 1, 30" L.F. 15 43.00 645.00 35.50 532.50 39.00 585.00
<br /> STORM SEWER, TYPE 7, 36" L.P. 537 48.00 25,776.00 45.35 24,352.95 45.00 24,165.00
<br /> STORM SEWER, TYPE 3, 36" l.F. 306 56.00 17,136.00 43.15 13,203.90 45.00 13,770.00
<br /> MANHOLES, 4' DIA., TY 1 FRAME,
<br /> CLOSED LID EACH 1 "1200.00 1,200.00 1072.00 1,072.00 1200.00 1,200.00
<br /> MANHOLES, 4� DIA., TYPE 3 SPECIAL
<br /> FRAME & GRATE EACH 2 1250.00 2,500.00 1727.00 2,254.00 1500.00 3,000.00
<br /> MANHOLES, 4' DIA., TYPE 8 SPECIAL
<br /> N/CONC. APRON EACH 4 1200.00 4,800.00 1276.00 5,104.00 1500.00 6,000.00
<br /> MANHOLES, 5' DIA., TYPE 1 FRAME,
<br /> OPEN LID EACH 2 7300.00 2,600.00 1265.00 2,530.00 7350.00 2,700.00
<br /> MANHOLES, 5� DIA., TYPE 1 FRAME
<br /> CLOSED LID EACH 4 1300.00 5,200.00 1265.00 5,060.00 1350.00 5,400.00
<br /> MANHOLES, 5� DIA., TYPE 3 SPECIAL
<br /> FRAME & GRATE EACH 2 7350.00 2,700.00 1270.00 2,540.00 1600.00 3,200.00
<br /> MANHOLES, 5' DIA. TYPE 8 SPECIAL
<br /> GRATE W/ CONC. APRON EACH 4 1400.00 5,600.00 1523.00 6,092.00 1600.00 6,400.00
<br /> MANHOLES, 6� DIA., TYPE 1 FRAME,
<br /> CLOSED LID EACH 1 1500.00 1,500.00 3272.00 3,272.00 1550.00 1,550.00
<br /> INLETS, TYPE C, TYPE 3 SPECIAL
<br /> FRAME & GRATE EACH 27 550.00 14,850.00 544.00 14,688.00 650.00 17,550.00
<br /> INLETS, TYPE C, TY 8 SPECIAL GRATE EACH 2 450.00 900.00 495.00 990.00 600.00 1,200.00
<br /> INLETS, TYPE C, TYPE 8 SPECIAL
<br /> GRATE 1J/ CONC. APRON EACH 5 600.00 3,000.00 852.00 4,260.00 600.00 3,000.00
<br /> 1NLETS - TO BE REMOVED EACH 7 150.00 1,050.00 160.00 1,120.00 150.00 1,050.00
<br /> WATERMAIN, DUCTILE 1RON, 8" L.f. 100 30.00 3,000.00 26.50 2,650.00 26.00 2,600.00
<br /> 12" X 8" TAPPING SLEEVE AND VALVE EACH 1 2500.00 2,500.00 3245.00 3,245.00 3000.00 3,000.00
<br /> 8�' PLUG EACH 1 50.00 50.00 49.00 49.00 500.00 500.00
<br /> VALVE BOX - TO BE ADJUSTED EACH 3 150.00 450.00 150.00 450.00 200.00 600.00
<br /> SANITARY SEWER, 10" L.F. 752 45.00 6,840.00 75.00 11,400.00 35.00 5,320.00
<br /> MANHOLES, 4� DIA., TYPE 1 FRAME,
<br /> CLOSED LID (SANITARY) EACH 2 1400.00 2,800.00 7265.00 2,530.00 1850.00 3,700.00
<br /> COMB. CONC. CURB & GU7TER, TY 86.24 L.F. 1,566 11.00 17,226.00 16.25 25,447.50 15.45 24,194.70
<br /> PORTLAND CEMENT CONCRETE DRIVEWAY
<br /> PAVEMENT, 6" S.T. 53 26.00 1,378.00 31.20 1,653.60 29.70 1,574.10
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