|
North county Water/sewer
<br />SOIEDULEO VALUE
<br />PREVIOUS APPLICATOR
<br />THIS PERIOD
<br />TOTAL COMPLETED
<br />MATERIALS
<br />BALANCE TO FINISH
<br />Item No. I Desalpllm UNRIV-
<br />UnHRke
<br />WANTITY 000unt
<br />QUANTSIY Amo6N
<br />j AfjUAtT1YY AmouN
<br />STONED
<br />-11
<br />QUANTRYArnouN
<br />Standard Manholes 2'2.'
<br />FA
<br />80
<br />4,761.00
<br />195,610.00
<br />20
<br />395 620.00
<br />30.00
<br />20
<br />495 620.0o
<br />100.000
<br />90.00
<br />0
<br />30.00
<br />2
<br />Standard Manholes 6'b'
<br />EA
<br />m
<br />93.039.00
<br />930390.00
<br />m
<br />430,390.00
<br />40.00
<br />4
<br />930,39000
<br />40.028
<br />80.00
<br />o
<br />40.00
<br />3
<br />Standard Manheles 0.70'
<br />EA4
<br />37,512.00
<br />330,048.0010
<br />1
<br />330,04800
<br />30.00
<br />4
<br />930048.00
<br />0.008
<br />40.00
<br />0
<br />90.00
<br />4
<br />Standard Manholes 0'.0'
<br />EA
<br />3
<br />39,614.00
<br />428,87100
<br />49,614.00
<br />4000
<br />,
<br />39,611.00
<br />33.33.
<br />40.00
<br />519,248.00
<br />5
<br />Standard Manholell'-4'
<br />FA
<br />0
<br />30,364.00
<br />411,364.00
<br />311,364.00
<br />40.0
<br />4„361.00
<br />700.008
<br />40.00
<br />00
<br />6
<br />Drop Manholes 4'7'
<br />FA{,2,008.00
<br />410,016.00
<br />{10016.00
<br />90.00
<br />410016.00
<br />.008
<br />$0.00
<br />7
<br />Coved Conned to 0411009 Manhde,o'7'
<br />is
<br />,
<br />N.211.00
<br />;1])1.00
<br />44,7P.00
<br />90.00
<br />94,171.00
<br />$00.008
<br />40.00
<br />0
<br />40.00
<br />8
<br />UR 5/0160 •0•
<br />LS08102,900.00
<br />(16],908.00
<br />3181,908.00
<br />90.003181,901.00
<br />Doi
<br />40.008
<br />40.0
<br />90.00
<br />9
<br />4.0 farce Main & i81Ings &Testing
<br />If
<br />860
<br />$58.07
<br />349,940.20
<br />860
<br />(49,940.00
<br />90.00
<br />86o
<br />449 940.20
<br />30.00
<br />o
<br />90.00
<br />70
<br />4. 0 force Main Wectional Bae
<br />if
<br />373,73
<br />!4,74600
<br />200
<br />54746.00
<br />40.00
<br />200
<br />414746.00
<br />100.00.
<br />40.00
<br />0
<br />30.0
<br />1
<br />6• PVC Sewer 0',6'
<br />if
<br />noo
<br />$83.60
<br />491,960.00
<br />two
<br />491,960,00
<br />40.00
<br />1100
<br />491,960.00
<br />700.000
<br />80.00
<br />90.00
<br />21" PVC Sen, el 6'.6'
<br />LE,000
<br />4146.70
<br />}176040.00
<br />376,040.00
<br />90.00
<br />1
<br />00 {76 040.
<br />00.
<br />40.00
<br />40.00
<br />3
<br />6"PJC S¢wU 6'.Io'
<br />Lf
<br />745
<br />4165.00
<br />340,125.00
<br />745
<br />340415.00
<br />40.00
<br />445
<br />$404]5.00
<br />100.000
<br />$0.00
<br />o
<br />40.00
<br />4
<br />LI" PVC sewer 10'11'
<br />71.
<br />50
<br />3254.00
<br />37,700.0050
<br />412,700.00
<br />30.00
<br />50
<br />3,2700.00
<br />020001
<br />80.00
<br />o
<br />80.00
<br />15
<br />Ire FVC Sewer 0,6'
<br />Lf
<br />2400
<br />4165.00
<br />3)96,000.00
<br />1400
<br />4396000.00
<br />80.00
<br />2400
<br />4390,000.00
<br />m0.008
<br />$0.00
<br />0
<br />3200
<br />76
<br />4• PVC Sewer 6.43.
<br />Lf
<br />1550
<br />3171.00
<br />4436,05000
<br />7550
<br />9436,050.00
<br />90.00
<br />1550
<br />9436,05000
<br />100.000
<br />90.00
<br />0
<br />90.00
<br />7
<br />w•PVC Sewer e'.4'
<br />LE
<br />930
<br />3182.00
<br />3169,260,00
<br />930
<br />5169,260.00
<br />40.00
<br />930
<br />3169160.00
<br />100.000
<br />30.00
<br />0
<br />30.00
<br />03
<br />10" PVC Sewer10'7'
<br />Lf
<br />430
<br />371300
<br />395,890.00
<br />430
<br />495890.00
<br />80.00
<br />430
<br />495,890.00
<br />002.02.
<br />40.00
<br />0
<br />90.00
<br />79ID"
<br />P06357er l24'01,,i0 includes 84nhe2 0110” Clop)
<br />If
<br />90
<br />1681.00
<br />669090.00
<br />90
<br />964290.00
<br />60.00
<br />90
<br />161290.00
<br />100.0,4
<br />40.00
<br />o
<br />40.00
<br />20
<br />6" PVC Sewer 10,22' DIP 14"C2sing;Jack&Bore
<br />t<
<br />043
<br />4825.36
<br />3116,01648
<br />o
<br />30.00
<br />30.00
<br />0
<br />40.00
<br />000.
<br />30.00
<br />43
<br />fn802648
<br />21
<br />70" PVC Sewer ton7' DIP 24"Casing; Jack &Bae
<br />IF
<br />137
<br />9867.00
<br />017,957.4040.00
<br />80.00
<br />80.00
<br />.0 08
<br />90.00
<br />137
<br />8117,957.00
<br />Testing (T/ or Mains)
<br />t5
<br />9127
<br />13.00
<br />317,387.00
<br />907
<br />927,381.00
<br />30.00
<br />947
<br />927,381.00
<br />100.000
<br />10.00
<br />o
<br />60.00
<br />13
<br />6.50g1e lateral 00/0e00001
<br />EA
<br />51
<br />34,585.02
<br />3433,839.00
<br />5,
<br />8233.835.00
<br />40.0051
<br />4233,835.00
<br />100.4o.
<br />90.00
<br />0
<br />3000
<br />24
<br />6• Double lateral w/ Deana.
<br />EA
<br />84,895.00
<br />99,790.00
<br />39,790.02
<br />90.00
<br />99,792.00
<br />0.000
<br />40.00
<br />30.0o
<br />15
<br />8"0IWC Water Maln(wR<sgi,g 6 CMalrutlan)
<br />LF
<br />3,40
<br />42.50
<br />47,850.00
<br />340
<br />47,850.00
<br />30.00
<br />3110
<br />97850.00
<br />100.00.
<br />10.00
<br />0
<br />fo o0
<br />26
<br />Canned to Existing Water Main
<br />EA9
<br />37,500.00
<br />86,oao.ao
<br />4
<br />36,000.04
<br />40.00
<br />4
<br />46,000.00
<br />loo.00.
<br />10.00
<br />0
<br />30.00
<br />l7
<br />8"O PVC Water Mabl Directional Bae
<br />Lf
<br />60
<br />4172.00
<br />910,310.00
<br />60
<br />/10,320.00
<br />30.00
<br />60
<br />00,320.00
<br />020.000
<br />4020
<br />o
<br />30.00
<br />28
<br />8• Cale Valve w/ Valve Box w/ Concrete Pad
<br />EA
<br />11,938.00
<br />33,876.002
<br />$ ) 876.00
<br />90.00
<br />43876.00
<br />m0.008
<br />40.00
<br />0
<br />40.00
<br />29
<br />'ere"Reducer
<br />FA$615.00
<br />30x500
<br />5615.00
<br />30.00
<br />1
<br />3615.00
<br />.008
<br />30.00
<br />40.00
<br />30
<br />6" a 8"Tee
<br />EA
<br />1
<br />3652.00
<br />3652.00
<br />4652 00
<br />40.00
<br />465..00
<br />700.008
<br />40.00
<br />0
<br />30.00
<br />37
<br />6"x8"Reducer
<br />FA
<br />3405.00
<br />4405.00
<br />0
<br />9405.00
<br />10.00
<br />4405.00
<br />700.028
<br />40.00
<br />0
<br />90.00
<br />32
<br />6"0laen
<br />.45'Bds
<br />EA
<br />3455.00
<br />45,460.00
<br />45,160.00
<br />40.00
<br />35460.00
<br />.008
<br />3000
<br />90.00
<br />33
<br />8" DM. 90'8e040
<br />EA
<br />3968.40
<br />4936.00
<br />9996.00
<br />90.00
<br />$930.00
<br />700.038
<br />40.00
<br />0
<br />50.00
<br />)4
<br />Foe Hydrant - Campl<t<
<br />EA3
<br />95,65500
<br />516,965.00
<br />3
<br />916,965.00
<br />30.00
<br />3
<br />4,6965.00
<br />100.00.
<br />4000
<br />0
<br />40.00
<br />35
<br />0817144e Taps
<br />EA
<br />6
<br />35.5.00
<br />53,40.00
<br />3525.00
<br />90.00
<br />4515.00
<br />76.678
<br />90.00
<br />5
<br />31,625.00
<br />36
<br />Temporary Jumper
<br />FA
<br />"33,402.00
<br />96,6010036804.02
<br />40.00
<br />86604.00
<br />00008
<br />40.00
<br />30.44
<br />37
<br />Erosion& Sediment Control
<br />LS
<br />,
<br />450000.00
<br />450000.00
<br />450,0000
<br />30.00
<br />450000.00
<br />020.008
<br />40.00
<br />0
<br />90.00
<br />34
<br />Remove &R¢bc275 Existing Wale, Service
<br />LS
<br />41,061.00
<br />40,060.00
<br />91,06}.00
<br />50.0
<br />1
<br />4,,061.22
<br />008
<br />40.00
<br />40.00
<br />39
<br />24"RCP -Remove & Replace
<br />Li
<br />io
<br />0.00
<br />310.00
<br />o
<br />$000
<br />30.00
<br />o
<br />40.00
<br />.008
<br />60.00
<br />10
<br />394.00
<br />40
<br />l4"CMP - Remove & Replace
<br />Lf
<br />52
<br />41.00
<br />$52.00
<br />0
<br />4000
<br />60.00
<br />0
<br />60.00
<br />0.008
<br />}0.002
<br />00
<br />41
<br />24" Mitered End sections -Remov¢&Replace
<br />4
<br />U
<br />97.0000
<br />31.
<br />30.00
<br />30.00
<br />30.0
<br />008
<br />40.00
<br />40. $1.o
<br />47
<br />18" RCP -Remove &Replace
<br />15
<br />10
<br />87.00
<br />0000
<br />0
<br />80.00
<br />90.00
<br />0
<br />80.00
<br />0.008
<br />$0.00
<br />10
<br />970.00
<br />43
<br />le" Mitered End 58771000_0(700086 0872202
<br />EA
<br />41.00
<br />82.00
<br />o
<br />3000
<br />30.00
<br />o
<br />30.00
<br />0.044
<br />90.00
<br />!> 00
<br />44
<br />15" RCP - 81.04 & 8.0899
<br />Lf
<br />225
<br />47.00
<br />321500
<br />0
<br />30.00
<br />80.00
<br />o
<br />90.00
<br />0002
<br />40.00
<br />215
<br />3125.00
<br />45
<br />2"ADS-Removed Replace
<br />Lf
<br />80
<br />37.00
<br />380.00
<br />o
<br />40.00
<br />30.00
<br />o
<br />$0.00
<br />0.00.
<br />10.00
<br />80
<br />080.00
<br />46
<br />1"OAP - Remove & Replace
<br />Lf
<br />00
<br />31.00
<br />410.00
<br />0
<br />30.00
<br />90.00
<br />o
<br />40.00
<br />0.008
<br />30.00
<br />30
<br />00.00
<br />47
<br />2" Mitered End 5edlans -Remove&Replace
<br />EA
<br />3
<br />4.00
<br />9300
<br />0
<br />30.00
<br />1000
<br />o
<br />10.00
<br />0 o0Y
<br />90.00
<br />3
<br />33.00
<br />48
<br />Remove d Replace(Open Cut)- Pavement Concrete 6"TMt1.
<br />SY
<br />6,5
<br />41.00
<br />9005.00
<br />560
<br />3566.00
<br />10.00
<br />566
<br />9566.00
<br />92.030
<br />40.00
<br />19
<br />349.00
<br />49
<br />Remove&RepUce(Op. Cul) - Pavement Psi.. 2.' MI6
<br />SY
<br />5797
<br />31.00
<br />95,797.02
<br />90.00
<br />80.02
<br />30.02
<br />..008
<br />40.00
<br />40
<br />5735
<br />56,135,00
<br />50
<br />Removed Replace - (Open Cut) 6"Base Rock
<br />SY
<br />6135
<br />f, 00
<br />96,03500
<br />0
<br />90.00
<br />80.00
<br />0
<br />3202
<br />0.00.
<br />90.00
<br />035
<br />56,135.00
<br />51
<br />80010e6 Replace - (Open C01) 8" 5t2108020 1667100*
<br />SY
<br />6470
<br />31.00
<br />46,470.00
<br />o
<br />40.00
<br />90.00
<br />0
<br />30.00
<br />0.000
<br />10.00
<br />6470
<br />36,47000
<br />51
<br />54e006Repair
<br />Sf
<br />72
<br />3900
<br />9648.00
<br />1955
<br />917,595.00
<br />0663)
<br />(06,947.00)
<br />72
<br />8616.00
<br />loo.008
<br />90.00
<br />0
<br />30.00
<br />53
<br />Curb Replacement (Miami Curb)
<br />Lf
<br />730
<br />51.50
<br />9795.00
<br />o
<br />90.0o
<br />40.00
<br />30.00000
<br />90.00
<br />730
<br />!195.00
<br />54
<br />Curb Replacement (Tip. '1" Curb 8anter)
<br />Lf
<br />91.50
<br />61,500.00
<br />13
<br />379.50
<br />40.00
<br />33
<br />97950
<br />7.900
<br />30.00
<br />967
<br />47,480.50
<br />55
<br />Turf Material - Sod (BMIa)
<br />SY
<br />16000
<br />30.75
<br />444,000.0030222
<br />426,111.11
<br />90.00
<br />918,111.11
<br />63.89.
<br />30.00
<br />5718
<br />475,886.90
<br />56
<br />'No 11412710 - 5od(SL AuguHine)
<br />SV
<br />95.05
<br />36,060.00
<br />3500
<br />917,675.00
<br />0300)
<br />(6,161502)
<br />7200
<br />36060.00
<br />100.000
<br />30.00
<br />o
<br />30.00
<br />57
<br />5u6e00Survey
<br />LS
<br />49,000.01
<br />39,0000.00
<br />0
<br />99,000.00
<br />90.00
<br />39,000.00
<br />100.000
<br />40.00
<br />0
<br />30.00
<br />56
<br />00.8007wryer
<br />101
<br />311.000.00
<br />47,000.00
<br />410,000.00
<br />40.00
<br />912,000.00
<br />ps .o
<br />10.00
<br />5000
<br />59
<br />Public Construction Band
<br />IS
<br />t
<br />926,03790
<br />}0013,.92
<br />1
<br />316,131.90
<br />32.20
<br />1
<br />6,0
<br />}] 31.90
<br />110.00.
<br />40.00
<br />o
<br />30.00
<br />CONS114001100 COST SUBTOTAL .A.
<br />92,687,93556
<br />SUBTOTAL
<br />92.422,227.7,
<br />SUBTOTAL
<br />(916,562.00)
<br />SUBTOTAL
<br />92,390657,
<br />50010702,
<br />80.00
<br />SUBTOTAL
<br />9294,165.88
<br />fia M0WRat kn Dem061110ation MOT See Section 0102 LS 0 3'0000.00
<br />0000.00
<br />,
<br />490,00000
<br />1
<br />40.00 1
<br />'
<br />490,000.00
<br />50.000
<br />30.00
<br />- -
<br />CONSTRUCTON COST. PLUSMOBIUEATION SUBTOTAL•B•
<br />42,00,991.55
<br />92,5,2,217.7,
<br />(118,562.02)
<br />92483.665.71
<br />4194165.88
<br />fit force Account I LS 1 3200,002.00
<br />8200,000.00 ,
<br />351,78900
<br />32473..,
<br />394,261.00
<br />fy 34.00
<br />`
<br />4
<br />WORK OlANSE DIRECTIVE NO.2
<br />♦ADD
<br />Standard Manholes 0.4.
<br />EA
<br />94,781.00
<br />34,787.001
<br />5478,.00
<br />90.00
<br />34,781.00
<br />.000
<br />30.00
<br />10.00
<br />4-0ELETE
<br />Standard Manhtl¢s,o'tx'
<br />FA2
<br />39.64.00
<br />(9.9,044.00)
<br />(2)
<br />3000
<br />30.00
<br />0
<br />90.00
<br />400.008
<br />80.00
<br />(2)
<br />4,9,148.00)
<br />7 ADD
<br />Core 6 Connect tota13ting Manhole 10'4'
<br />LS
<br />6
<br />84,271.00
<br />425,637.00
<br />6
<br />325,631.00
<br />90.00
<br />6
<br />925,63x.00
<br />to0.000
<br />30.00
<br />0
<br />90.00
<br />20.0ELETE
<br />8" WC SewerI0"l8' DIP 24" Casing; Jack 8. Bae
<br />LE
<br />.43
<br />382536
<br />(4,8,01648)
<br />(43)
<br />40.04
<br />90.00
<br />0
<br />30.00
<br />100.000
<br />30.00
<br />(43)
<br />(9,16,016.48)
<br />2, -DELETE
<br />0"PVC Sewer 70,72' DIP24" Casing Jack& Bae
<br />Lf
<br />.757
<br />3861.00
<br />(1117.957.00)
<br />037)
<br />30.00
<br />40.00
<br />o
<br />90.00
<br />700.0o.
<br />40.00
<br />(137)
<br />($,7,95700)
<br />24.ADD
<br />6• Double Lateral w/Deana.
<br />EA
<br />34,895.00
<br />49,790.00
<br />49.79000
<br />90.00
<br />49790.00
<br />40.008
<br />90.00
<br />0
<br />90.00
<br />61,6120
<br />Face Account
<br />15419,5,848
<br />419,57848
<br />0
<br />90.00
<br />40.00
<br />0
<br />90.00
<br />0.0o8
<br />70.00
<br />479,516.48
<br />62
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