|
1021.SOI MOBILIZATION
<br />L.S.
<br />2101.512 CLEARING
<br />TREE
<br />1101.501
<br />GRUBBIM6
<br />TREE
<br />2104.541
<br />MOVE PIPE CULVEIFS
<br />L.F.
<br />2106.541
<br />REMOVE VATERMAIN
<br />L.F.
<br />2104.501
<br />REMOVE SEVER PIPE (SANITARY)
<br />L.F.
<br />2104.501
<br />REMOVE CURB 1 SVITER
<br />L.F.
<br />2104.501
<br />REMOVE BITUMINOUS CURB
<br />L.F.
<br />210i.501
<br />REMOVE FENCE
<br />L.F.
<br />2106.501
<br />REMOVE CONCRETE MEDIAN
<br />L.F.
<br />2104.501
<br />REMOVE SIOEWALI
<br />1,T.
<br />2101 605
<br />REMOVE CONCRETE PAVEMENT
<br />S.I.
<br />2101.509
<br />REMOVE MANHOLES 01 CATCH BASINS
<br />EACH
<br />2104.511
<br />SAVING CONCRETE PAVEMENT (FULL DEPTH)
<br />L.F.
<br />2104.511
<br />SAVING BITUMINOUS PAVEMENT (FULL
<br />DEPTH) L.F.
<br />2104.521
<br />SALVAGE CO21LESTOME SURFACING
<br />S.I.
<br />210)-43
<br />SALVAGE CASTING
<br />EACH
<br />210' )
<br />SALVAGE 1 GATE VALVE 1 III
<br />EACH
<br />1106.121
<br />SALVAGE HYDRANTS
<br />EACH
<br />2105.501
<br />COMMON EXCAVATION
<br />C,t,
<br />2105.505
<br />NUCt EXCAVATION
<br />C.Y.
<br />2105.521
<br />GRANULAR BORROW (CV)
<br />C.Y.
<br />2105.521
<br />TOPSOIL BORROW (CV1
<br />C.Y,
<br />2105.
<br />DITCH CONSTRUCTION
<br />L.F.
<br />2105.54,
<br />STABILIZING AGGREGATE
<br />TON
<br />'112.501
<br />SUMADE PREPARATION
<br />RD. M.
<br />2110.511
<br />WATER
<br />MAI.
<br />2211.501
<br />AGGREGATE BASE :LASS B
<br />TON
<br />2301.502
<br />CONCRETE PAVEMENT 5TANDARO WIDTH 171)
<br />S.Y.
<br />210I.503
<br />CONCRETE PAVEMENT IRREGULAR WIDTH
<br />(1i11iS,Y.
<br />2101.511
<br />STRUCTURAL ANCIETE
<br />C.Y.
<br />2101,529
<br />REINFOICEMENI BARS
<br />LDS,
<br />2301.511
<br />EIFAMSIo. JOINT DESIGN EI•I
<br />L.P.
<br />2111.536
<br />OOOCL OAN ASSEMBLIES
<br />L.F.
<br />2311,504
<br />BITUMINOUS MATERIAL FOR MIXTURE
<br />tog
<br />1111.511
<br />VEAIIAG COARSE NIITURE
<br />too
<br />23)1.510
<br />BINDER COARSE MIXTURE
<br />ION
<br />0311.101
<br />TEMPORARY BITUMINOUS SURFACE (21)
<br />Sly.
<br />2351-502
<br />BITUMINOUS MATERIAL FOI FACE COAT
<br />GAL.
<br />2611.S01
<br />CONCRETE REGULATING STRUCTURE
<br />EACH
<br />2451.513 GRANULAI BORROW (IV) (UTILITIES IMSUL.1
<br />C.Y.
<br />2501 AIS
<br />12' P.C. PIPE APRONS
<br />EACH
<br />251 J
<br />Ili B.C. PIPE APRONS
<br />EACH
<br />2501:515 is, R.C. PIPE APRONS
<br />EACH
<br />1502.101 F
<br />1 I TRASH GRAM FOR 121 I.C. PIPE
<br />APIOEACM
<br />0102.601 F
<br />1 I TRASH GUARD FOR Ili R.C. PIPE
<br />APIOEACH
<br />PARTIAL PAYMENT h. S
<br />DATE: 21 MAY, 1911
<br />PROJECT 90. S.A.P. 62. EMS
<br />PROJECT 00, p,;,:.P, 146.020.02
<br />COON ^)AD I (BETWEEN T.H. 14 11 3SV) I CON TRAC I TO1A! QVAMitI1ES E AMOUNTS
<br />I PREPARED By: J.A. ESTIMATE TOTALS I THIS PARTIAL PAYMENT
<br />. I ..........................
<br />L.....................................I
<br />ENTERED By: T.L. I
<br />CONTRACTOR: PROGRESSIVE CONTRACTORS INC.
<br />ITEM IESIIMATED UNIT 701JL I QUTHit1Y
<br />NUMBER ITEM UNIT IQUAMTITY PRICE AMOUNT ( PERIOD
<br />f iiiiilflliitiiSiii ifiSiiti:iit f iiSliiitSiii:iSSii:titSittii:iiSSii: tSSiS ISiiSil:lSSSS:tSISSti:SiSiS :tSSSiSSSSYItiifi3
<br />AMOUNT
<br />1.0
<br />1ii,Soo,00
<br />141,500.00 1
<br />1.00
<br />161,500.3 j.
<br />Is,O
<br />$14.04
<br />I106.00I
<br />12.00
<br />1521.60'I'
<br />Isle
<br />110.00
<br />1600.00 I
<br />10.00
<br />1100.It.
<br />302.0
<br />17.00
<br />$2,114.00I
<br />330.00
<br />12,111.111=
<br />310.0
<br />11.00
<br />12,610,00 I
<br />3t0.01
<br />12,£60,SPA'
<br />161.0
<br />110.00
<br />11,890.09E
<br />M.00
<br />jJ,830,00.1:'
<br />11.0
<br />12.00
<br />1116.06 I
<br />0.08
<br />10.00 1 `
<br />210.0
<br />11.90
<br />121C.001
<br />0.11
<br />$0.111;'
<br />602.1
<br />12.00
<br />11,101. 00 I
<br />405.00
<br />1110.10 I; ;
<br />95.1
<br />$$.so
<br />1125.001
<br />145.0(
<br />112s.111
<br />:91.0
<br />10.15
<br />1163.25 1
<br />0.06
<br />51110
<br />45.00
<br />12,510.00 E
<br />196.00
<br />$1,980.00
<br />5.0
<br />1150.00
<br />1150.00E
<br />1.00
<br />it,200.01I
<br />111.0
<br />14,00
<br />$112.00 I
<br />11.00
<br />1192.011
<br />1560.0
<br />12.00
<br />1"010.00 ;
<br />124.00
<br />11,191,90
<br />60.0
<br />11.01
<br />13t9,0o 1
<br />50.00
<br />1318,Of [:
<br />2.0
<br />170.00
<br />1140.00 !
<br />0.00
<br />2.0
<br />$15.00
<br />1152.031
<br />1.00
<br />1iS.111
<br />1.1
<br />1290.00
<br />1290.001
<br />1.00
<br />$210.08.1
<br />11012.0
<br />15.00
<br />?:0,1)0,00 I
<br />11012.00
<br />130,110.11]
<br />5600,0
<br />15.25
<br />121,400.00 I
<br />$900.00
<br />130,115.10 1 "z
<br />175.0
<br />$5.00
<br />1),115,001
<br />175.00
<br />13,115.OI:J
<br />2112.0
<br />16.15
<br />111,111.50 I
<br />0.00
<br />10.01 1
<br />525.0
<br />$14.50
<br />11,612.:0 I
<br />S25.00
<br />11,112.5t-I!�
<br />260.0
<br />11.00
<br />11,020.00 I
<br />211.50
<br />11,02.5t I
<br />10.0
<br />1105.00
<br />18,400.10 I
<br />IO.Oo
<br />11,IOO.Oi 1 '
<br />2;..0
<br />110.00
<br />$2,500.00 (
<br />0.00
<br />10.011:,.
<br />13621.1
<br />11.55
<br />142,1S1.10 I
<br />16115.00
<br />1121,Iolas 1
<br />21421.0
<br />11.31
<br />19A, 090.06 I
<br />28409.00
<br />19E,211,5. 1
<br />6556.0
<br />11,01
<br />136,491.55E
<br />4132.00
<br />131,511.121='
<br />6755,0
<br />140.10
<br />I21i,93t.50 I
<br />$725.00
<br />123),001,50 1
<br />41150.1
<br />19.50
<br />121.015.00 1
<br />21202.00
<br />113 ,101. 00 1: .
<br />1361.0
<br />12.00
<br />12.132.60 1
<br />020.00
<br />11,240.00 1.-
<br />1222.0
<br />13.00
<br />s3,561.00I
<br />106.00
<br />13,11t.D1I
<br />11.1
<br />1110.00
<br />112,060.00 1
<br />11.00
<br />j10,610,11
<br />672.0
<br />11695
<br />119,01E.S0 1
<br />511.00
<br />13,630,65 I'
<br />612.0
<br />113.10
<br />11,205.41 I
<br />599.00
<br />11,201.11 1
<br />9000.0
<br />12.00
<br />111, 909.00 I
<br />1491.00
<br />111, 912.01 1
<br />116.6
<br />$2.00
<br />1161.90 I
<br />95 00
<br />1199.61
<br />1.0
<br />11,050.00
<br />11,050.00 i
<br />1.00
<br />;i3OS5.00 1
<br />Isle
<br />110.20
<br />13S0.00 I
<br />0.00
<br />11.06 I
<br />2.0
<br />120 S.00
<br />1510.60 I
<br />2.00
<br />1510.01 1
<br />1.6
<br />015.00
<br />1315.00 1
<br />1.00
<br />1315.10 I
<br />1.0
<br />1560.00
<br />$560.00 E
<br />1.00
<br />Im.11 1
<br />2.1
<br />1125.04
<br />1250.10 I
<br />2.00
<br />1254.13 1
<br />1.1
<br />1110.00
<br />1110.00 I
<br />1.00
<br />1120.11 I
<br />21•mif-11
<br />page I
<br />
|