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PARTIAL PAYMENT NO. S
<br />PROJECT
<br />10, S.A.P.
<br />62.101•I1
<br />PROJECT
<br />MO. N.S.A.P. 141.020.02
<br />DATE:
<br />26 MAY, 1111
<br />r^111 ROAD 1 (BETWEEN T.N. 10 1 1 150
<br />I
<br />CONTRACT
<br />I
<br />TOTAL 69AMTITIES 6
<br />AMOUMTS
<br />!
<br />ESTIMATE TOTALS I
<br />THIS PARTIAL PAYMENT
<br />,,_)
<br />:
<br />PREPARED IT:
<br />J.A.
<br />I........................................i..................................:
<br />ENTERED BY:
<br />T.L.
<br />I
<br />CONTIACTD6:
<br />PROGRESSIVE CONTRACIDIS INC.
<br />1
<br />QUANTITY
<br />ITEM
<br />IESTINATED
<br />UNIT
<br />TOTAL I
<br />THIS
<br />NUMBER
<br />ITEM
<br />UNIT
<br />IQUAN111T
<br />PRICE
<br />ANCGNi I
<br />PERIOD
<br />ACDINT „-
<br />i[ t i
<br />'. ": i:::a"'•"'i"'L' ..'[
<br />:a:::::::::::a:
<br />:
<br />aiia:: ..
<br />J. •iiLiiiifSi[iia tai[itit[it[il
<br />2101.559
<br />CONSTRUCT CATCH BASINS OESISM LP
<br />EACH
<br />24.0
<br />11,760.00
<br />112,240.00 I
<br />-'TIRO
<br />112,ri1.1E
<br />2509.509
<br />CONSTRUCT SFECIAt CATCH BASINS DESIGN
<br />2 EACH
<br />10.0
<br />1710.00
<br />17,100.00 !
<br />t2.1R
<br />1.00
<br />19,311.Q1
<br />1111.11
<br />2SO6.509
<br />CONSTRUCT SPECIAL CATCH BASINS DESIGN
<br />2AEACH
<br />3.0
<br />1990.00
<br />12,910.DD I
<br />2506.511
<br />RECONSTRUCT SANITARY MANHOLES
<br />L.P.
<br />2.1
<br />111S.00
<br />1111.50 I
<br />16.50
<br />0,00
<br />12,511:4F
<br />11.ci
<br />2501.522
<br />ADJUST FRAME f RING CASTINGS
<br />EACH
<br />22.0
<br />4160.00
<br />13,S20.00 1
<br />2511.501
<br />LANDON RIPRAP, CLASS 11
<br />C.I.
<br />IS2.0
<br />140.00
<br />16,010.00 I
<br />141.00
<br />16,llyt
<br />2511.511
<br />GRANULAR FILTER
<br />C.Y.
<br />10.0
<br />125.00
<br />12,400.00 I
<br />61.00
<br />1112t30!
<br />2511,515
<br />6EOIEITILE FILTER TYPE )V
<br />S.T.
<br />162.0
<br />12.50
<br />1905.00 I
<br />410.00
<br />11,111 56
<br />2521.501
<br />Li CONCRETE WALK
<br />S.F.
<br />61154.0
<br />11.2(
<br />119,116.10 1
<br />160k1.R0
<br />111.261i4
<br />25)I.501
<br />CONCRETE CURB 6 GUTTER DES BRIJ
<br />L.F.
<br />219.0
<br />11.OU
<br />11,9L2.00 1
<br />21L,O0 •
<br />2S31.501
<br />CONCRETE CURB 6 GUTTER DES 1626
<br />L.F.
<br />11901.0
<br />IS.SO
<br />$65,414.09 I
<br />I115.04
<br />2531.502
<br />CONCRITE CUR! OES260 16
<br />L.F.
<br />65.0
<br />112.ED
<br />1180.00 1
<br />BILL
<br />1oa;
<br />2511.503
<br />CONCRETE MEDIAN
<br />S.I.
<br />0.0
<br />110.00
<br />11,290,00 !
<br />0.00
<br />1i +
<br />2511.501
<br />11 CONCRETE DRIVEWAY PAVEMENT
<br />Sly.
<br />IIIS.d
<br />111.50
<br />113,3e1.S0 !
<br />1450.00
<br />116,IiF?
<br />2531.507
<br />11 CONCRETE DRIVEWAY PAVEMENT
<br />S.I.
<br />301,0
<br />112.50
<br />13,150.00 I
<br />532.20
<br />16,fSi S:'
<br />2515.501
<br />BITUMINOUS CURB
<br />L.F.
<br />216S.0
<br />12.00
<br />16.330.00 I
<br />101i.60
<br />12,141.1t
<br />CS6S.602
<br />EELOCATE LIGHTEN; UNIT
<br />EACH
<br />2.0
<br />1100.00
<br />11,100.00 1
<br />0 t0
<br />11,0
<br />7.601
<br />INSTALL CHAIN LINK FENCE
<br />L.F.
<br />I33.0
<br />16,00
<br />1111.00 1
<br />221.00
<br />114312.00
<br />�rn1.603
<br />FURNISH I INSTALL WOODEN FENCE
<br />III.
<br />161.0
<br />15.!0
<br />10,535.50 1
<br />0.00
<br />14.11
<br />451].601
<br />TRAFFIC CONTROL
<br />L.S4M
<br />1.0
<br />$10,000.09
<br />110,000.00 1
<br />0.11
<br />=),561.1t
<br />10.Of
<br />4564,503
<br />1' BROKEN LINE, WRITE EPDXY
<br />L.F
<br />2150.0
<br />10.42
<br />11,239.00 1
<br />6.Rt
<br />0.00
<br />1t 0A
<br />0564.103
<br />l: SOLID LINE, YELLOW [FORT
<br />L.F.
<br />11150.6
<br />10.62
<br />14,911./t !
<br />0564.903
<br />241 SOLID LINE, WHITE • EPDXY
<br />L.F.
<br />114.0
<br />3A.10
<br />11.210.00 1
<br />0.10
<br />0561,604
<br />SURFACE PREPARATION . SAMOBLAST METHOD
<br />S.F.
<br />115010
<br />10.3U
<br />12,1AS.00 I
<br />RICO
<br />11.tB
<br />293,501
<br />SILT FENCE, PQEASSENBLED
<br />L.F.
<br />10,0
<br />11.15
<br />11,050,00 1
<br />0.00
<br />31.0
<br />Jim
<br />2575.502
<br />SEED 9111UIE IS
<br />LOS.
<br />15.0
<br />13,33
<br />1276.25 1
<br />0.00
<br />2515.505
<br />SOODIM6
<br />S.T.
<br />11560.0
<br />11.20
<br />140,200.001
<br />0.00
<br />11.00
<br />2575,511
<br />NVLCH MATERIAL TYPE I
<br />ION
<br />3.6
<br />1195.00
<br />1163.00 1
<br />0.00
<br />11.41
<br />2515.523
<br />MOOD FIBER BLANKET
<br />S.I.
<br />200.0
<br />11.10
<br />1220.00 !
<br />0.00
<br />1C•SI
<br />0575.602
<br />HAY 01 STRAW BALE!
<br />EACH
<br />100.0
<br />15.00
<br />1500.DO I
<br />0.00
<br />3R et
<br />0575.609
<br />ROADSIDE SEEDING SPECIAL
<br />ACRE
<br />1.7
<br />1150.60
<br />1255<00 1
<br />0.00
<br />1t.iw
<br />A 11,111,112.16
<br />..::::tPIOJECT
<br />TOTAL:::t:--:
<br />11,411,111.12 1
<br />SUBTOTAL
<br />SAg I
<br />SPECIAL TECHNIQUE (SANITARY SEWER) L.S. 1.0 16,000.00 18,000.00 1 1.09 1110t0.01
<br />EITINS'ONS OF STORM SEWER L.S. 1.0 11,363.15 11,)61.15 ) 1.00 11,311.1:
<br />INCREASE I
<br />TO CONTRACT 111361.15 1
<br />SAI 2 !
<br />I
<br />11 INCREASE eA I
<br />21'MIT•11 Pege 1
<br />
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