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SUBDIVISION BONDING ESTIMATE FOR THE COVE AT WATERWAY VILLAGE
<br />ATTACHMEHT 4
<br />69
<br />EARTHWORK
<br />DESCRIPTION
<br />DESCRIPTION
<br />QUANTITY
<br />...
<br />QUANTITY
<br />UNIT
<br />UNIT
<br />COST
<br />TOTAL
<br />��-
<br />TOTAL
<br />COMPLETE
<br />COMPLETE
<br />MOBR17ATION
<br />INCOMPLETE
<br />MOBILIZATION
<br />],^
<br />1
<br />LS
<br />10,050.00
<br />5
<br />$
<br />10,050.00
<br />$
<br />10,050.00
<br />-
<br />NPDES
<br />33 00
<br />1
<br />LS
<br />13365.00
<br />13,365.00
<br />$
<br />13,365.00
<br />$
<br />-
<br />DEMOLITION
<br />18" RCP
<br />1
<br />LS
<br />7,400.00
<br />-
<br />7,400.00
<br />$
<br />7,400.00
<br />27,893.25
<br />85,580.00
<br />CLEARING
<br />37,224.30
<br />24
<br />AC
<br />415.00
<br />8" PVC SANITARY 12.14' CUT
<br />9,960.00
<br />$
<br />9,960.00
<br />53.05
<br />-
<br />LAKE EXCAVATION & SITE FILL.
<br />"464
<br />18,300
<br />CY
<br />3.32
<br />2'1,042.40
<br />60,756.00
<br />$
<br />60,756.00
<br />18" CAP
<br />-
<br />PAD FILL & GRADING
<br />LF
<br />92,900
<br />SY
<br />0.42
<br />5
<br />39,018.00
<br />$
<br />39,018.00
<br />2,565.00
<br />-
<br />PAD STABILIZATION (SEED)
<br />46.45
<br />19
<br />AC
<br />1,805.00
<br />1,858.00
<br />34,295.00
<br />$
<br />34,295.00
<br />20
<br />-
<br />LAKE BANK STABILIZATION (SOD)
<br />4' DIA. MANHOLE 10-12' DEEP
<br />3,000
<br />SY
<br />1.70
<br />.
<br />5,100.00
<br />5
<br />5,100.00
<br />EA
<br />-
<br />SURVEY
<br />840.00
<br />1
<br />1.5
<br />38,500.00
<br />30" RCP/CAP ADAPTOR
<br />38,500.00
<br />$
<br />38,500.00
<br />495.00
<br />1,400.00
<br />SIGNAGE
<br />TOTAL
<br />$
<br />218,444.00
<br />5
<br />218,444.00
<br />$
<br />-
<br />ATTACHMEHT 4
<br />69
<br />PAVING
<br />DESCRIPTION
<br />DESCRIPTION
<br />QUANTITY
<br />...
<br />QUANTITY
<br />UNIT
<br />UNIT
<br />COST
<br />TOTAL
<br />��-
<br />TOTAL
<br />COMPLETE
<br />COMPLETE
<br />MOBR17ATION
<br />INCOMPLETE
<br />1" SP 9.5 ASPHALT (FIRST LIFT)
<br />],^
<br />9,200
<br />SY
<br />7.50
<br />5
<br />$
<br />69,000.00
<br />-
<br />SURVEY
<br />69,000.00
<br />3/4' SP 9.5 ASPHALT (FINAL LIFT)
<br />33 00
<br />9,200
<br />SY
<br />5.50
<br />50,600.00
<br />8"PVC SANITARY 8-10' CUT
<br />X1629.85
<br />$
<br />50,600.00
<br />8" LBR 100 BASE
<br />18" RCP
<br />9,725
<br />SY
<br />11.00
<br />-
<br />106,975.00
<br />5
<br />21,395.00
<br />27,893.25
<br />85,580.00
<br />10 1/2" LBR 100 BASE ( PAVER AREA)
<br />37,224.30
<br />245
<br />SY
<br />14.00
<br />8" PVC SANITARY 12.14' CUT
<br />3,430.00
<br />$
<br />3,430.00
<br />53.05
<br />-
<br />12" STABILIZED SUBGRADE
<br />"464
<br />10,900
<br />SY
<br />4.25
<br />2'1,042.40
<br />46,325.00
<br />5
<br />46,325.00
<br />18" CAP
<br />-
<br />5' SIDEWALK ( COMMON AREAS)
<br />LF
<br />8,720
<br />SF
<br />3.15
<br />5
<br />27,468.00
<br />-
<br />24" CAP
<br />2,565.00
<br />27,46800
<br />TYPED" CURB
<br />46.45
<br />700
<br />LF
<br />11.55
<br />1,858.00
<br />8,085.00
<br />30" CAP
<br />14,875.00
<br />20
<br />8,085.00
<br />TYPE "F" CURB
<br />4' DIA. MANHOLE 10-12' DEEP
<br />300
<br />LF
<br />16.25
<br />.
<br />4,875.00
<br />$
<br />2,112.50
<br />EA
<br />2,762.50
<br />2' VALLEY GUTTER
<br />840.00
<br />6,000
<br />LF
<br />11.90
<br />30" RCP/CAP ADAPTOR
<br />71,400.00
<br />S
<br />70,000.00
<br />495.00
<br />1,400.00
<br />SIGNAGE
<br />5
<br />1
<br />LS
<br />7,250.00
<br />4,995.00
<br />7,250.00
<br />EA
<br />2,025.00
<br />DOUBLE SERVICE W/ CLEANOUT
<br />7,250.00
<br />STRIPING
<br />8,100.00
<br />1
<br />LS
<br />2300.00
<br />15
<br />2,700.00
<br />2,480.00
<br />DEMOLITION/REMOVAL OF 8" SANITARY
<br />37,200.00
<br />2,700.00
<br />37,200.00
<br />TOTAL
<br />$
<br />398,108.00
<br />$
<br />143,26250
<br />$
<br />254,845.50
<br />ATTACHMEHT 4
<br />69
<br />STORM DRAINAGE
<br />DESCRIPTION
<br />QUANTITY
<br />...
<br />UNIT
<br />.
<br />UNIT
<br />-._. COST;.. ,.......
<br />TOTAL
<br />��-
<br />COMPLETE
<br />COMPLETE
<br />INCOMPLETE
<br />MOBR17ATION
<br />104
<br />],^
<br />12 Oil
<br />\,
<br />12,500:00
<br />3 1)000
<br />5
<br />$
<br />12,500.00
<br />33,500.00
<br />-
<br />SURVEY
<br />1
<br />]
<br />33 00
<br />15" HDPE
<br />10,660.65
<br />2,619,
<br />-
<br />8"PVC SANITARY 8-10' CUT
<br />X1629.85
<br />$
<br />60,629.85
<br />28.15
<br />18" RCP
<br />32,006.55
<br />1,035.95
<br />-
<br />8"PVC SANITARY 10-12' CUT
<br />,89325
<br />$
<br />27,893.25
<br />37.15
<br />24" RCP
<br />37,224.30
<br />1,Q74'
<br />1.±,.25
<br />-
<br />8" PVC SANITARY 12.14' CUT
<br />7,85850
<br />5
<br />37,858.50
<br />53.05
<br />30" RCP
<br />13,421.65
<br />"464
<br />LFA
<br />x46.35
<br />4' DIA. MANHOLE 0-6' DEEP
<br />2'1,042.40
<br />5
<br />21,042.40
<br />-
<br />18" CAP
<br />2,165.00
<br />75
<br />LF
<br />38.80
<br />4' DIA. MANHOLE 6-8' DEEP
<br />2,910.00
<br />5
<br />2,910.00
<br />-
<br />24" CAP
<br />2,565.00
<br />40
<br />LF
<br />46.45
<br />4' D1A. MANHOLE 8-10 DEEP
<br />1,858.00
<br />5
<br />1,858.00
<br />2,975.00
<br />30" CAP
<br />14,875.00
<br />20
<br />LF
<br />63.90
<br />4' DIA. MANHOLE 10-12' DEEP
<br />1,278.00
<br />5
<br />1,278.00
<br />.
<br />24" RCP/CAP ADAPTOR
<br />18,350.00
<br />2
<br />EA
<br />420.00
<br />4' DIA. MANHOLE 12-14' DEEP
<br />840.00
<br />5
<br />840.00
<br />-
<br />30" RCP/CAP ADAPTOR
<br />4,515.00
<br />1
<br />EA
<br />495.00
<br />SINGLE SERVICE W/ CLEANOUT
<br />495.00
<br />5
<br />495.00
<br />.
<br />TYPE "C" INLET
<br />4,995.00
<br />4
<br />EA
<br />2,025.00
<br />DOUBLE SERVICE W/ CLEANOUT
<br />8,100.00
<br />$
<br />8,100.00
<br />-
<br />VALLEY GUTTER INLET
<br />21,240.00
<br />15
<br />EA
<br />2,480.00
<br />DEMOLITION/REMOVAL OF 8" SANITARY
<br />37,200.00
<br />$
<br />37,200.00
<br />-
<br />MANHOLE
<br />1,491.00
<br />5
<br />EA
<br />2445.00
<br />DEMOLITION/REMOVAL OF MANHOLE
<br />12,225.00
<br />$
<br />12,225.00
<br />-
<br />YARD DRAIN
<br />1,300.00
<br />14
<br />EA
<br />955.00
<br />LINE INSPECTION
<br />13,370.00
<br />$
<br />13,370.00
<br />-
<br />NPDESINLET PROTECTION
<br />5,118.75
<br />1
<br />LS
<br />2,100.00
<br />2,100.00
<br />5
<br />2,100.00
<br />167,149.15
<br />DEMOLITION/REMOVAL OF 48" RCP
<br />5,118.75
<br />65
<br />LF
<br />35.00
<br />2,275.00
<br />5
<br />2,275.00
<br />-
<br />TOTAL
<br />5
<br />276,075.00
<br />$
<br />276,075.00
<br />•
<br />ATTACHMEHT 4
<br />69
<br />SANITARY SEWER
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />UNIT
<br />COST
<br />TOTAL
<br />COMPLETE
<br />INCOMPLETE
<br />8" PVC SANITARY 0-6 CUT
<br />104
<br />LF
<br />22.50
<br />2,340.00
<br />2,340.00
<br />-
<br />8" PVC SANITARY 6-8' CUT
<br />429
<br />LF
<br />24.85
<br />10,660.65
<br />10,660.65
<br />-
<br />8"PVC SANITARY 8-10' CUT
<br />1,137
<br />LF
<br />28.15
<br />32,006.55
<br />32,006.55
<br />-
<br />8"PVC SANITARY 10-12' CUT
<br />1,002
<br />LF
<br />37.15
<br />37,224.30
<br />37,22430
<br />-
<br />8" PVC SANITARY 12.14' CUT
<br />253
<br />LF
<br />53.05
<br />13,421.65
<br />13,421.65
<br />-
<br />4' DIA. MANHOLE 0-6' DEEP
<br />1
<br />EA
<br />2,165.00
<br />2,165.00
<br />2,165.00
<br />-
<br />4' DIA. MANHOLE 6-8' DEEP
<br />1
<br />EA
<br />2,565.00
<br />2,565.00
<br />2,565.00
<br />-
<br />4' D1A. MANHOLE 8-10 DEEP
<br />5
<br />EA
<br />2,975.00
<br />14,875.00
<br />14,875.00
<br />-
<br />4' DIA. MANHOLE 10-12' DEEP
<br />5
<br />EA
<br />3,670.00
<br />18,350.00
<br />18,350.00
<br />-
<br />4' DIA. MANHOLE 12-14' DEEP
<br />3
<br />EA
<br />4,515.00
<br />4,515.00
<br />4,515.00
<br />-
<br />SINGLE SERVICE W/ CLEANOUT
<br />9
<br />EA
<br />555.00
<br />4,995.00
<br />4,995.00
<br />-
<br />DOUBLE SERVICE W/ CLEANOUT
<br />36
<br />EA
<br />590.00
<br />21,240.00
<br />21,240.00
<br />-
<br />DEMOLITION/REMOVAL OF 8" SANITARY
<br />70
<br />LF
<br />21.30
<br />1,491.00
<br />1,491.00
<br />-
<br />DEMOLITION/REMOVAL OF MANHOLE
<br />1
<br />EA
<br />1,300.00
<br />1,300.00
<br />1,300.00
<br />-
<br />LINE INSPECTION
<br />2,925
<br />LF
<br />1.75
<br />5,118.75
<br />-
<br />5,118.75
<br />TOTAL
<br />$
<br />172,267.90
<br />167,149.15
<br />5
<br />5,118.75
<br />ATTACHMEHT 4
<br />69
<br />
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