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PAY ESTIMATE NO, 10 ENGINEER
<br />SUNWOOD DRIVE N.W. AND RHINESTONE STREET NW
<br />C
<br />=.;d ¢ichimdule " "' - S.A.P. 199-109-01 - Rhinestone Street NW
<br />NO
<br />ITEM
<br />QTY
<br />UNIT
<br />UNIT COST
<br />CONTRACT
<br />AMOUNT
<br />USED TO -
<br />DATE
<br />EXTENSION
<br />182
<br />jPAVFMENTMARKINGREMOVAL
<br />4800
<br />LF
<br />$0.41
<br />LF
<br />51,968.00
<br />4800
<br />$1,968.00
<br />183
<br />1SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />400
<br />LF
<br />$0.93
<br />LF
<br />S372.00
<br />$0.00
<br />Ift4 (COMMON EXCAVATION. EV
<br />3000
<br />CY
<br />I S1.96
<br />CY
<br />1 S5,880.00
<br />3000
<br />$5,880.00
<br />1%5 ;SALVAGED TOPSOIL FROM STOCKPILE, SV
<br />700
<br />CY
<br />S6.60
<br />CY -
<br />$4,620.00
<br />$0.00
<br />186
<br />iSUBGWIDE PREPARATION
<br />26
<br />RD. ST.
<br />S111.58
<br />RD. ST.
<br />$2,901.08
<br />16
<br />$1.785.28
<br />I S'
<br />AGGREc r,, rE BASE CLASS 5 MODIFIED
<br />1500
<br />TON
<br />$9.06
<br />TON
<br />S13,590.00
<br />2075
<br />$18,799.50
<br />88
<br />CONCRETE PAVEMENT
<br />3100
<br />1 SY
<br />$39.73
<br />SY
<br />$123,163.00
<br />3100
<br />$123,163A0
<br />lX9
<br />INTEGRANT CURB DESIGN B624
<br />1400
<br />LF
<br />S7.22
<br />LF
<br />$10,108.00
<br />1256
<br />$9.068.32
<br />190
<br />STAMPED COLORED CONCRETE PAVEMENT
<br />110
<br />SY
<br />$86A8
<br />SY
<br />$9,512.80
<br />110
<br />$9,512.80
<br />191
<br />TYPF. MV3 WEARING COURSE MIXTURE
<br />700
<br />TON
<br />$37.00
<br />TON
<br />- $25,900.00
<br />44774
<br />$16,566.38
<br />'1YPE MV3 NON -WEARING COURSE MIXTURE
<br />950
<br />TON
<br />S35.24
<br />TON
<br />S33,478.00
<br />959.96
<br />$33.826.99
<br />_9!
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />300
<br />GAL
<br />$2.17
<br />GAL
<br />$651.00
<br />300
<br />$651.00
<br />9-4-
<br />15" RC P1pE SEWER DESIGN 3006, CL5
<br />510
<br />LF
<br />S15.62
<br />LF
<br />$7,966.20
<br />463
<br />$7,232.06
<br />9'
<br />8" RC PIPE SEWER DESIGN 3006, CL3
<br />32
<br />LF
<br />$17.54
<br />LF
<br />$561 28
<br />32
<br />$561.28
<br />i91"
<br />RC PIPF, SEWER DESIGN 3006, CL3
<br />170
<br />LF
<br />$20.06
<br />LF
<br />$3,410.20
<br />171
<br />$3,430.26
<br />,
<br /><4" Rc, PIPF SEWER DESIGN 3006, CL3
<br />24
<br />LF
<br />$22.00
<br />LF
<br />$528.00
<br />41
<br />$902.00
<br />_INF,
<br />;7- RC PIPE SEWER DESIGN 3006, CL3
<br />368
<br />LF
<br />$28.29
<br />LF
<br />SI0,410.72
<br />318
<br />$8.996.22
<br />199
<br />30" RC PIPE SF,WER DESIGN 3006. CL3
<br />92
<br />LF
<br />$33.40
<br />LF
<br />$3,072.80
<br />89
<br />$2,972.60
<br />00
<br />42" RC PIPE SEWER DESIGN 3006. CL3
<br />382
<br />LF
<br />S63.91
<br />LF
<br />$24,413.62
<br />375
<br />$23,966.25
<br />4K" RC PIPE SEWER DESIGN 3006, CL3
<br />31
<br />LF
<br />$77.38
<br />LF
<br />- S2,398.78
<br />34
<br />$2,630,92
<br />SPAN RC PIPE .ARCH CL IIA
<br />701
<br />LF
<br />S99.18
<br />LF
<br />$69,525.18
<br />436
<br />$43.242A8
<br />_1102158"
<br />203 I5.1"
<br />RC PIPE SEWER DESIGN 3006, CL3
<br />125
<br />LF
<br />$97.36
<br />LF
<br />$L2,170A0
<br />125
<br />$12,170,00
<br />ao4 f
<br />60" RC PIPF SEWER DESIGN 3006, CL3
<br />361
<br />LF
<br />S113.45
<br />LF
<br />S40,955.45
<br />361
<br />$40,955,45
<br />- -r
<br />2n5
<br />CONNECT "I'O EXISTING STORM SEWER
<br />1
<br />EACH
<br />$330.55
<br />EACH
<br />$330.55
<br />I
<br />$330.55
<br />?06
<br />1"' PIPF. PLLJ(i
<br />2
<br />EACH
<br />S65.00
<br />EACH
<br />S130.00
<br />2
<br />$130.00
<br />;I,-
<br />18" PIPE K LJ(i
<br />1
<br />EACH
<br />$65.00
<br />EACH
<br />$65.00
<br />1
<br />$65.00
<br />08
<br />21" PIPF t'LUG
<br />2
<br />EACH
<br />S75.00
<br />EACH
<br />$150.00
<br />3 -
<br />$225.00
<br />209 I2""
<br />PIPE PLUG
<br />2
<br />EACH
<br />S85.00
<br />EACH
<br />S170.00
<br />1
<br />$85.00
<br />2i0 142"
<br />PIPE PLUG
<br />1
<br />EACH
<br />$125.00
<br />EACH
<br />S125.00
<br />$0.00
<br />I �5 " SPAN KC PIPE ARCH1
<br />60" PIP!- PLIJ(3
<br />1
<br />EACH
<br />EACH
<br />$300.00
<br />$250.00
<br />EACH
<br />EACH
<br />$300.00
<br />$250.00
<br />$O.00
<br />$0.00
<br />i5haren Docs/MuniapaVARemsey/
<br />3.7'dr 217 i p.PAY ESTIMATE NO. 10
<br />PE-7
<br />-113-
<br />
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