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Contractor's Price Proposal -Detail Continues.. <br /> Work Order Number: 031536.00 <br /> Work Order Title: City of North Olmsted VWVfP Demo Interior Tank&Concrete Pads <br /> Sect. Item Modifer UOM Description Line Total <br /> Labor Equip. Material (Excluded if marked with an X <br /> New Concrete Slab <br /> 55 06 16 33 00 0013 SF 3/4"Interior BC Plywood Wall SheathingApplied to wall studs. $197.11 <br /> Quantity Unit Price Factor Total <br /> Installation 72 00 x 2.00 x 1.0736 = 154.60 <br /> Demolition 72.00 x 0.55 x 1.0736 = 42.51 <br /> Install 36 Sf X 2 layers of plywood for form-work in trench.Double layered due to hydraulic pressure <br /> 56 07 13 53 00 0020 CSF 6 Mil Polyethylene Vapor Barrier $32.60 <br /> Quantity Unit Price Factor Total <br /> Installation 174 x 17.45 x 1.0736 = 32.60 <br /> Concrete vapor barrier.173.5 SF/100=1.74 CSF <br /> 57 07 13 53 00 0020 0017 MOD For Joint Taping,Add $8.01 <br /> Quantity Unit Price Factor Total <br /> Installation 174 x 4.29 x 1.0736 8.01 <br /> 58 07 13 53 00 0020 0019 MOD For Application To Horizontal Surfaces,Deduct -$4.17 <br /> Quantity Unit Price Factor Total <br /> Installation -4.17 x -2.23 x 1.0736 <br /> Subtotal for New Concrete Slab $6,444.22 <br /> Sect. Item Modifer UOM Description Line Total <br /> Labor Equip. Material (Excluded if marked with an X <br /> New Masonry Wall <br /> 59 04 05 16 26 0009 SF Grout Concrete Block Cores-8"Block Concrete Fill Block Solid(0.258 CF/SF) $480.65 <br /> Quantity Unit Price Factor Total <br /> Installation 110.00 x 4.07 x 1.0736 = 480.65 <br /> Fill cell at each rod location;10 rods x 16.5'h x 8"w=110 SF <br /> 60 04 05 19 13 0171 CLF #8(For 8"Walls),Mill Galvanized,3/16"Side Rods,3/16"Cross Rods, $109.89 <br /> Truss-Type,Masonry Wall Reinforcement <br /> Quantity Unit Price Factor Total <br /> Installation 2 31 x 44.31 x 1.0736 = 109.89 <br /> Placed every other row=14 pieces x 16'-6"=231 =2.31 <br /> 61 04 05 19 26 0005 LB Vertical#5 And#6 Rebar Reinforcing $343.18 <br /> Quantity Unit Price Factor Total <br /> Installation 280.40 x 1.14 x 1.0736 343.18 <br /> Placed every 24"c/c=9+1 at the end=10 x 18'-8"tall=186.7 LF x 1.5021bs/If=280.4 lbs <br /> 62 04 05 26 00 0002 CSF Exterior Building Scaffolding,1 To 5 Story,Tubular Steel,Based On 1 $753.50 <br /> Use/Month <br /> Quantity Unit Price Factor Total <br /> Installation 3.10 x 226.40 x 1.0736 = 753.50 <br /> 16.5'x18.7'=308.55/100=3.1 CSF <br /> 63 04 22 23 13 0035 SF 8"x 16"x 8",Normal Weight,Regular,Partition Concrete Block $2,744.01 <br /> Quantity Unit Price Factor Total <br /> Installation 305.00 x 8.38 x 1.0736 = 2,744.01 <br /> Install where removed recessed panels were located.16'6"x18'8"=308 SF <br /> 64 04 22 23 13 0061 LF 8"x 16"x 8"Regular Weight,Bond Beam Or Lintel Concrete Block $355.35 <br /> Quantity Unit Price Factor Total <br /> Installation 37.40 x 8.85 x 1.0736 = 355.35 <br /> 2 bond beams,1 @ 8',1 @ top of wall.=18.7`2=37.4 LF <br /> Contractor's Price Proposal-Detail Page 7 of 8 <br /> EZIQC-Ohio 6/5/2015 <br />