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6OLTON MENK INC. SANITARY SEWER AND WATERM AIN EXTENSION PREPARED BY: ALB <br /> PRELIMINARY ENGINEER'S ESTIMATE <br /> <br />61 02530-1 CONNECT TO EXISTING SANITARY SEWER 1 EACH $900.00 $900.0u <br />82 02535-1 ii" FORCEMAIN DUCTILE ~RON CLASS 52 355 LF $35.00 $12~425.0u <br />63 02535-2 FORCEMAtN FITTINGS 710 POUND $1.90 $1~349.0u <br />64 02535-3 YACUUM & AIR RELEASE MANHOLE 1 EACH $8~820.00 $8~820.0U <br />65 02535-4 MAINTENANCE MANHOLE 1 EACH $5~700.00 $8~700.0U <br />66 11309-1 LIFT STATION AND VALVE VAULT I LS $160~000.00 $15~1000.0u <br /> SUBTOTAI~ <br /> T~AIL CONSTRUCTION: <br />67 02330 MUC~ EXCAVATION (EV) 4000 CY $12.00 $48~000.bu <br />68 02330 TOPSOIL BORROW (LV) 3500 CY $10.00 $56t000.~ <br />89 02330 SELECT GRANULAR 8ORROW {CV) 4000 CY $10.00 $40,000.00 <br />70 02330 STABILIZING AGGREGATE (CV) 1000 CY $15.00 $15,000.00 <br />71 02339-1 COMMON EXCAVATION (EV) - PLAN QUANTITY {P) 9536 CY $10.00 $95,360.(~J <br />72 02330-2 GRANULAR BORROW {CV) - Pt.AN QUANTITY (P) 6118 CY $10.00 $51~180.0~ <br />73 02330-3 POND RE-GRADING (EV)-PLAN QUANTITIY (P) 2807 CY $10.00 $28t070.00 <br />74 02330-4 GRANULAR SURCHARGE (LV) 7666.5 CY $10.00 $76,665.0u <br />75 02330-5 COMMON BORROW (CV} - PLAN QUANTITY (PT 4295 CY $8.00 $~4,360.00 <br />76 02776-1 ROOT BARRIER 1000 LF $4.00 $4~000.0u <br />77 02340-1 SEOTEXTILE FABRIC 18382.5 SY $1.50 $27~573.~ ~ <br />78 02340-2 GEOGRID PABRIC 1500 SY $2.00 $5~000.bu <br />79 02610 18' RC PIPE APRON W/TRASH GUARD 8 EA $550.0(] $3~300.0U <br />80 02610 24' RC PIPE APRON W/TRASH GUARD 2 EA $600.00 $I~200.uu <br />81 02610 22' SPAN RC ARCH PIPE APRON W/TRASH GUARD 8 Cc.A $4OO.O0 $2~400.~u <br />82 02610 18' RC PIPE SEWER ORS 3006 CL V 99 LF $35.00 $5,465.00 <br />83 02810 ~4' RC PIPE SERVER DES 3006 CL V 26 LF $50.00 $I~300.0u <br />84 02610 38' RC PIPE SEWER DES 3006 CL lit 28 LF $45.00 <br />85 02810 ~2" SPAN RC PIPE-ARCH CULVERT CL Ilia 78 LF $55.00 $4~290.0u <br />86 02610 3' PRECAST CONCRETE HEADWALL 6 EA $250.00 $1~500.bu <br />87 02610-1 3ULVERT DESIGN SPECIAL 64 LF $405.00 $25,g20.bu <br />88 02610-2 3" DUCTILE iRON CULVERT CLASS 52 75 LF $35.00 $2,625.0u <br />89 02610-3 ~ELOCATE POND OUTLET STRUCTURE AND STORM SEWER I LS $4t000.00 <br />90 02610-4 ~ALVAGE AND REINSTALL 36' RCP APRON 1 EA $350.00 $350.0u <br />91 02720 ~,GGREGATE BASE CLASS 5 8877.18 TON $7.50 $86,578.~ <br />92 92740 ~ITUMINOUS WEARING COURSE (MVWE45035C) 3078 TON $48.00 $138,510.0u <br />93 02780-2 I 7EBRA CROSSWALK WHITE (3~xB'}-EPOXY 306 SF $2.00 $812.0u <br /> 94 02775-1 ·1 3. CONCRETE WALK (WI 6' AGGREGATE BASEI 376 SF $3.00 $1r128.0~ <br />95 02775-2 TRUNCATED DOMES 64 SF $40.00 $2~560.0u <br />96 , 02770-1 ]' BOARDWALK W/CURB 120 LF $135.00 $16~200.0u <br />97 02779-2 3' PEDESTRIAN BRIDGE WI 54" HORIZONTAL RAILINGS 30 LF $440.00 $13~200.bu <br />96 02830-1 ~OULDER RETAINING WALL 1615 SF $25.00 $40~375.0u <br />99 02890 ~IGN PANELS TYPE C 112.75 SF $40.00 $4~510.0~ <br /> SUBTOTAI~ ~03,492.6U <br /> PAVEMENT RESTORATION: <br />100 02720-1 ~GGREGATE BASE PATCHING - CLASS 5 27400 TON $10.00 $274~000.0u <br />101 02740 ~ITUMINOUS TACK COAT 784 GAL $1.00 $784.0u <br />102 0274~1 ~ITUMINOUS BASE COURSE PATCHING (LVNW35030B) 2292 TON $50.00 $114~600.0~ <br />103 02740-2 ~ITUMINOUS BINDER COURSE PATCHING (MVNW35035C) 46 TON $50.00 <br />104 02740-3 ~ITUMINOUS WEARING COURSE PATCHING (MVWE35035C) 2766 TON $60.00 $165,960.0u <br />105 02740-4 ~' BITUMINOUS CURB 896.4 LF $5.00 $4~482.0u <br />106 02760-1 ~' SOLID LINE WHITE-EPOXY 7625 LF $0.70 $5~337.5u <br />107 02760-1 t' SOLID LINE YELLOW-EPOXY 20 LF $0.70 <br />108 02770 ;ONCRETE CURB AND GUTTER DESIGN - TYPE 6518 180 LF $15.00 $2~700.W <br />109 02770-1 ~" CONCRETE DRIVEWAY PAVEMENT {WI 3' AGGREGATE BASE) 146.4 SY $38.00 $5~563.~u <br /> SUBTOTAI~ $575,740. <br /> DITCH 66 CLEANING; <br />110 02310-1 COMMON EXCAVATION DITCH CLEANING (EV) - PLAN QUANTITY (1~ 15846 CY $10.001 $158~460.u~ <br />111 02310-2 STEEL SHEET PILE WEIR~ 2582 SF $25.00 $64,550.0~ <br />112 02310-3 CLEAN CULVERT 565 LF $10.00 $5~650.0u <br />SUBTOTAL: $228,660.00 <br /> <br />-217- <br /> <br /> <br />