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ITEM
<br />N0,
<br />DESCRIPTION UNI
<br />1.
<br />2021.501 MOBILIZATION LUMP
<br />2.
<br />2105.501 COMMON EXCAVATION C.
<br />3.
<br />2105.535 SALVAGED TOP SOIL
<br />FROM STOCKPILE C.
<br />4.
<br />2111.501 TEST ROLLING R.
<br />5.
<br />2112.501 SUBGRADE
<br />PREPARATION R.
<br />6.
<br />2211.501 AGGREGATE BASE
<br />CLASS 5 TO
<br />r 7,
<br />2331.504 BITUMINOUS MATERIAL
<br />1
<br />FOR MIXTURE TO
<br />0,
<br />2331.514 BASE COURSE MIX, TO
<br />9.
<br />2341.504 BITUMINOUS MATERIAL
<br />FOR MIXTURE 10
<br />10.
<br />2341.508 NEARING COURSE MIX, 10
<br />II.
<br />2357.502 BITUMINOUS MATERIAL
<br />FOR TACK COAT GA
<br />12.
<br />2503.541 12" RC PIPE SEWER
<br />CLASS V L.
<br />13.
<br />2503.541 15,, RC PIPE SEWER
<br />CLASS V L.
<br />14.
<br />2503,541 24'1 RC PIPL SEWER
<br />CLASS V L.
<br />15.
<br />25U1.515 INSTALL 12" RC
<br />APRON N/TRASH
<br />GUARD EA
<br />16,
<br />2506,509 CONSTRUCT CATCH
<br />BASINS, DESIGN X EA
<br />PALL SUIIUTAL
<br />M.S.A. STREET PROJECT 1984
<br />CITY OF MOUNDS VIEW, MINNE50TA
<br />CITY PROJECT 84-3
<br />JUNE 4, 1984
<br />ABSTRACT FOR THREE LOW UIU01HS
<br />1
<br />9,700
<br />510
<br />54.1
<br />54.1
<br />1,400
<br />437
<br />7,710
<br />19U
<br />2,410
<br />2,773
<br />110
<br />45
<br />65
<br />3
<br />11,000.00
<br />11,000.00
<br />29,925.00
<br />29,925.
<br />1.75
<br />16,975.00
<br />4.45
<br />43,165.
<br />4.50
<br />2,295.00
<br />3,00
<br />1,530.
<br />20.00
<br />11082,OU
<br />10.00
<br />541.
<br />85.00
<br />4,598.50
<br />97.50
<br />5,274.
<br />5.45
<br />7,630.00
<br />4.75
<br />6,650.
<br />198,00
<br />86,526.00
<br />0.01
<br />4.
<br />10.25
<br />79,027.50
<br />19.60
<br />151,116.
<br />198.00
<br />37,620.00
<br />0.01
<br />I,
<br />m_5nl 25.305.001 23.751 57,237.
<br />2,911.65 1
<br />4,950.00 44
<br />2,160.00 46
<br />3,9U0.00 59
<br />300.001 285
<br />1,650.00
<br />201, 9 so.0
<br />1,650.00
<br />311,602.02
<br />UNIT .
<br />PRICE TOTAL
<br />6,000.00 6,000.00
<br />3.00 29,100.00
<br />3.40 1,734.00
<br />10.00 541.00
<br />95.00 5,139.50
<br />6.35 8,890.00
<br />205.00 89,585.00
<br />10.60 81,726.00
<br />205.00 38,950.00
<br />11.30 27,233.00
<br />1.25 3,466.25
<br />47.40 5,214.00
<br />49.20 2,214.00
<br />D2.75 4,078.75
<br />305.00
<br />1,770.00
<br />305,945.50
<br />
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