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1I
<br />'PARTIAL PAYMENT M0. S PROJECT NO. S.A.P. 12.101.05
<br />I GATE: 26 MAY, 1911 PROJECT 10. N.S.A.P, 161.022-02
<br />COUNTY ROAD I (BETVffM I.H. 10 1 [ 15V)
<br />)........................................I
<br />I
<br />CONTRACT
<br />......................................I
<br />I
<br />OTAL QUANTITIES i AMOUNT 1
<br />)PREFARED II: J.A.
<br />I
<br />ESTIMATE IpTAIS I
<br />THIS PAMAL
<br />PAYMENT I
<br />ENTERED Br: I.L.
<br />CDNfRA oi: PtoiOfSSIYE CONTRACTSIS INC,
<br />I
<br />I
<br />i
<br />I
<br />1
<br />1
<br />ITEM
<br />NUMBERIESTINATED
<br />UNIT
<br />TOTAL I
<br />QDAMi[il
<br />THIS
<br />I
<br />' [TEN
<br />':x::,:::::::::::::::::: •: •::i::::xsx._._.
<br />UNIT
<br />IQUANTIiI
<br />PRICE
<br />AMOUN3 I
<br />PfR10C
<br />AMOUNT (
<br />.._.,i...:ii::e:::i•-•:..:....y.....::,:xs
<br />'
<br />0512-601 F 1 I TRASH SUARO FOR 36' R.C. PiPE APRDEACP
<br />'•
<br />1.0
<br />Ms.yx.y......: .
<br />...... i•I SI .::,S:
<br />x:i::ii::iii lilx x ,IS,is
<br />lSOLSII 6' PVC PiPE SEVER
<br />L.F.
<br />25.0
<br />,
<br />1'J0.00
<br />130.10
<br />1AT0.00 I
<br />1750,00 I
<br />I,OJ
<br />111B.OB
<br />12501.511 1' PVC PIPE SEWER 24'-21, DEPTH
<br />L.F.
<br />41.0
<br />111.00
<br />12,251.00 I
<br />t01,R0
<br />$3,110.01
<br />2503.511 12, PVC PIPE SEVER 24'-21, DEPTH
<br />L.F.
<br />961.0
<br />140.00
<br />112,800.40 I
<br />111,61
<br />15,56X.00 1
<br />2501.511 6' 0. I. P, SEVER CL S2
<br />L.F.
<br />10.0
<br />110.00
<br />11.800.00
<br />Sf9,G0
<br />161,H1.15 1
<br />2503-511 Is C. I. P. SEVER CL 52
<br />L.F.
<br />16.0
<br />1U.00
<br />11.541.00 I
<br />2503.511 12' D. I. P. SEVER Cl 52 201.24,
<br />DEPTH L.F.
<br />AD.0
<br />184.00 .00
<br />it I
<br />11.00
<br />10.00
<br />1131.01
<br />i2,010.06
<br />12503.511 12' D. I. P. SEVER CL 52 321.14'
<br />DEPTH L.F.
<br />10.0
<br />840.00
<br />1140.00 I
<br />1
<br />250IMI 12' M.S. SEVER CLASS V (OES[6M
<br />Joel) L.F.
<br />181.0
<br />111.05
<br />2,2.5.10 I
<br />11.00
<br />11{8,1e I
<br />12303,561 15' R,C.P. SEVER CLASS V (DESIGN
<br />3006) L.F.
<br />229!.B
<br />111 i0
<br />141
<br />IS6.00
<br />12,15l.WI 1
<br />2503•54I IS' R.C.P. SEVER CLASS C! (DES[SM 10061L.F.
<br />{U.0
<br />,t1).tt
<br />2111.06
<br />160,110.41 1
<br />2501.561 14' R.C.P. SEVER CLASS iII (OES1511 30011L.F.
<br />1891.0
<br />$21.10
<br />115,172.10 I
<br />2501.561 10' R.C.P. SEVER CLASS ['[ (OES[SN 3001)L.F.
<br />1112.0
<br />112.00
<br />137,564.00 1
<br />1197,00
<br />11S,IILt1,1
<br />25011511 30, I.C.P. SEVER CLASS iV (DES1611
<br />3001) L.F.
<br />321.0
<br />163.00
<br />120,601.00 1
<br />1150.00
<br />135,101.01 1
<br />2501.511 11' I.C.P. SEVER CLASS [II (DESIGN
<br />3006)L.F,
<br />290.0
<br />115.25
<br />113,522.5/ I
<br />311.00
<br />120,101.00 1
<br />250).541 36' R.C.P. SEVER CLASS IN (DESI6M
<br />3006) L.F.
<br />521,0
<br />160,0E
<br />11f,670.P0 I
<br />191.0E
<br />1 7,Ii4.6B'1
<br />IS63.112 CONSTRUCT It OUTSIDE DROP 0'-8'
<br />EACH
<br />11,200.00
<br />$7,400,10 I
<br />$i7.00
<br />131,620.01 1
<br />OSO),101 CDXSiRUCT It' OUTSIDE DROP
<br />0501.602
<br />EACH
<br />2.0
<br />I
<br />2.00
<br />1.0E
<br />12,4 t 1 y
<br />11, 1
<br />CORRECT 10 EIiSTIM6 SANITARY SEVER
<br />GS0I.102 CONNECT TO
<br />LACH
<br />1.0
<br />$2,600.00
<br />1�1100.00
<br />0,100.00
<br />I
<br />I.00
<br />11,116'al
<br />ERISTIN6 MANHOLES
<br />0503.602 1' 1 11 CIP NYE
<br />EACH
<br />6.0
<br />$2,400.00
<br />11,200:01 I
<br />3.81
<br />11,POO,DO ('
<br />OSOL602 12' 16' PVC NIF
<br />EACH
<br />EACH
<br />L0
<br />1200.0E
<br />1200.u8I
<br />1.00
<br />1200.001.
<br />0501.101 18' STEEL CABINS PIPE (JACIED)
<br />L.F.
<br />1.0
<br />52.0
<br />1200.00
<br />1110.00
<br />$200.30 j
<br />11,120.00 1
<br />AM
<br />1100.10
<br />0503.601 CONSTRUCT E111A DEPTH P OUTSIDE CROP L.F.
<br />7.2
<br />I
<br />51.00
<br />11,310.0E 1
<br />0501.601 CONSTRUCT EITIA DEPTH 12' OUTSIDE DROP L.F.
<br />I,S
<br />$75.00
<br />1292.0
<br />t9. 0(
<br />5P
<br />1.l0
<br />(115.18 1
<br />0503.691 CONSTRUCT 1ULIHEA0
<br />EACH
<br />6,0
<br />100.04
<br />1480.00I
<br />L16
<br />1100.09
<br />O501.60I RECONNECT 5AX[tARY SEVER SfAYtCf
<br />EACH
<br />3.0
<br />j220.00
<br />1660.00 I
<br />1.01
<br />110.011
<br />0504.402 RELOCATE HIDLAMi I VALVE
<br />EACH
<br />1.0
<br />1650.00
<br />15,200.0E I
<br />1.00
<br />1,00
<br />1160.00 1
<br />0504.102 HIORANT
<br />0504.112 ADJUST VALVE 101 • VATER
<br />EACH
<br />1.4
<br />11,101.00
<br />11,300.00 (
<br />1.01
<br />11,5S1.00
<br />j1,100.10 {
<br />0504.602 ADJUST CURB STOP AND Bel
<br />EACH
<br />EACH
<br />16.0
<br />9.0
<br />1110.00
<br />$15.00
<br />11,540.00 1
<br />$500.00 1
<br />6.0E
<br />10.0E
<br />0504.102 ADJUST WATER MANHOLES
<br />EACH
<br />12.0
<br />1300.0E
<br />13,800.00 I
<br />0.00
<br />19.09
<br />10.01 1
<br />11,620.01
<br />0504.602 RECONNECT WATER SERVICE
<br />EACH
<br />1.0
<br />1260.00
<br />$200.00 I
<br />1
<br />0506,602 2' CORPORATION STOP
<br />EACH
<br />2.0
<br />$110.00
<br />1220.60 I
<br />1.00
<br />1l00.Ot 1
<br />0504.102 6' GATE VALVE AND 801
<br />EACH
<br />2.1
<br />1110.00
<br />1750.00 I
<br />2.00
<br />1E20A0 1
<br />0501.602 2' CURB STOP 1 101
<br />i
<br />1p0.00
<br />1450.0C 1
<br />1.00
<br />11Stl.00 1
<br />0506.642 RECONSTRUCT WATER MANHOLES
<br />EACH
<br />1.1
<br />1456.0E
<br />14SO.UI 1
<br />I,OC
<br />1160.0E 1
<br />0504.103 2' TYPE X COPPER PIPE
<br />L,F.
<br />111.0
<br />115.00
<br />11,110.00 I
<br />3.01
<br />11,35B.t1 ;
<br />0506.601 6' WATER MAIN OUCt [iON CL 52
<br />L.F.
<br />311.0
<br />115.00
<br />15,715.00 I
<br />8t.00
<br />11,120,0E 1
<br />OS0IMS 2' POLYSTYIFNE INSULATION
<br />OSO4.620 CAST IRON F111IM65
<br />S.Y.
<br />115.0
<br />122.00
<br />119,1SO.OB I
<br />461.10 11,175.01 1
<br />SS1.01 1t3,011.07 1
<br />2506.501 CONSTiUCT MANHOLES DESIGN A, F, OR 6
<br />LIS.
<br />EACH
<br />105.0
<br />12.0
<br />11.3E
<br />1150.00
<br />1316.50 1
<br />$11,400.00 I
<br />0.00
<br />10.0E
<br />2501.501 CONSTRUCT MANHOLES DESIGN 4019•12
<br />2501.501
<br />EACH
<br />1.0
<br />12,251.00
<br />120,250.00 I
<br />i2.10 111
<br />1.0E 1T1,
<br />CONSTRUCT STANDARD SANITARY MANHOLES
<br />EACH
<br />5.0
<br />12,461.01
<br />112,300.0E 1
<br />1
<br />2541.501 CONSTRUCT CATCH BASIN DESIGN LP•1$5
<br />EACH
<br />I,1
<br />11,100.01
<br />11,t01.01 I
<br />1,0E 1
<br />0.11 1
<br />11,1l,t40.00
<br />1501,501 CONSTRU[i CATCH BASIN; DES16N H
<br />EACH
<br />1.1
<br />1610.01
<br />16,130.0E 1
<br />1.0
<br />1
<br />6.11
<br />14,I10..J 1
<br />ii•NMI'll Rage 2
<br />
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