Polethylene Pipes and Fittings

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Reported	04/28/2021 12:00 AM
Project Title	Polethylene Pipes and Fittings
Physical Address	View project details and contacts
City, State (County)	FL (Orange County)
Category(s)	Single Trades
Sub-Category(s)	Equipment
Contracting Method	Competitive Bids.
Project Status	Bidding
Bids Due	View project details and contacts
Estimated Value
Plans Available from	County Agency
Owner	View project details and contacts
Architect	View project details and contacts

Description

Item # Description Estimated Quantity Unit Unit Price Total Estimated Bid Corrugated Smooth Inter HDPE pipe N-12 or equal bell and spigot 1 12" Pipe 1,000 LF x $____/lf = $_ 2 15" Pipe 2,000 LF x $/lf = $_ 3 18"Pipe 2,000 LF x $/lf = $_ 4 24"Pipe 1,000 LF x $/lf = $_ 5 30" Pipe 1,000 LF x $/lf = $_ 6 36" Pipe 500 LF x $/lf = $_ 7 42" Pipe 500 LF x $/lf = $_ Smooth interior and smooth exterior HDPE pipe N-12HC or equal bell & spigot $_ 8 48" Pipe 600 LF x $/lf = $_ 9 60" Pipe 500 LF x $/lf = $_ Custom PVC Drainage structures, Nyloplast Drain Basin or equal. Basin designed with standard elevation heights $_ 10 12" Drain basis (standard elevation 24") (4ea stub outs included) 5 EA x $_/ea = $___ 11 Additional vertical cost per foot 20 LF x $/lf = $_ 12 15" Drain basis (standard elevation 30") (4ea stub outs included) 5 LF x $/lf = $_ 13 Additional vertical cost per foot 20 LF x $/lf = $_ 14 18" Drain basis (standard elevation 36") (4ea stub outs included) 5 EA x $_/ea = $___ 15 Additional vertical cost per foot 20 LF x $/lf = $_ 16 24" Drain basis (standard elevation 36") (4ea stub outs included) 2 EA x $_/ea = $___Page 39 17 Additional vertical cost per foot 10 LF x $/lf = $_ 18 30" Drain basis (standard elevation 46") (1ea stub out included) 2 EA x $_/ea = $___ 19 Additional cost per foot 10 LF x $/lf = $_ PVC in line drainage structures, Nyloplast in line drains or equal $___ 20 8" inline structure 5 EA x $_/ea = $_____ 21 10" inline structure 5 EA x $_/ea = $_____ 22 12" inline structure 5 EA x $_/ea = $_____ 23 15" inline structure 5 EA x $_/ea = $_____ 24 18" inline structure 5 EA x $_/ea = $_____ 25 24" inline structure 2 EA x $_/ea = $_____ 26 30" inline structure 2 EA x $_/ea = $___ N-12 Fabricated 45 degree and 90-degree bends- 12"-24" Diameter $_ 27 12" 45 bend 5 EA x $_/ea = $_____ 28 15" 45 bend 5 EA x $_/ea = $_____ 29 18" 45 bend 5 EA x $_/ea = $_____ 30 24" 45 bend 5 EA x $_/ea = $___ HDPE Pipe Couplings (Split) $_ 31 12" 20 EA x $_/ea = $_____ 32 15" 20 EA x $_/ea = $_____ 33 18" 20 EA x $_/ea = $_____ 34 24" 20 EA x $_/ea = $_____ 35 30" 10 EA x $_/ea = $_____ 36 36" 10 EA x $_/ea = $___ Slotted corrugated HDPE pipe and couplings $_ 37 6" slotted pipe with sock 1000 LF x $/lf = $_ 38 8" slotted pipe with sock 1000 LF x $/lf = $_ 39 6" coupling 100 EA x $_/ea = $_____ 40 8" coupling 100 EA x $_/ea = $_____Page 40 41 6" 45-degree bend 5 EA x $_/ea = $_____ 42 8" 45-degree bend 5 EA x $_/ea = $___ Flexible Pipe $_ 43 6" Corrugated 50 LF x $/lf = $_ 44 8" Corrugated 50 LF x $/lf = $_ 45 6" smooth 50 LF x $/lf = $_ 46 8" smooth 50 LF x $/lf = $_ Total Estimated Bid Amount Base Year $________ Item # Description Estimated Quantity Unit Unit Price Total Estimated Bid Corrugated Smooth Inter HDPE pipe N-12 or equal bell and spigot 47 12" Pipe 1,000 LF x $/lf = $_ 48 15" Pipe 2,000 LF x $/lf = $_ 49 18"Pipe 2,000 LF x $/lf = $_ 50 24"Pipe 1,000 LF x $/lf = $_ 51 30" Pipe 1,000 LF x $/lf = $_ 52 36" Pipe 500 LF x $/lf = $_ 53 42" Pipe 500 LF x $/lf = $_ Smooth interior and smooth exterior HDPE pipe N-12HC or equal bell & spigot $_ 54 48" Pipe 600 LF x $/lf = $_ 55 60" Pipe 500 LF x $/lf = $_ Custom PVC Drainage structures, Nyloplast Drain Basin or equal. Basin designed with standard elevation heights $_ 56 12" Drain basis (standard elevation 24") (4ea stub outs included) 5 EA x $_/ea = $___ 57 Additional vertical cost per foot 20 LF x $/lf = $_ 58 15" Drain basis (standard elevation 30") (4ea stub outs included) 5 LF x $/lf = $_ 59 Additional vertical cost per foot 20 LF x $/lf = $_Page 41 60 18" Drain basis (standard elevation 36") (4ea stub outs included) 5 EA x $_/ea = $___ 61 Additional vertical cost per foot 20 LF x $/lf = $_ 62 24" Drain basis (standard elevation 36") (4ea stub outs included) 2 EA x $_/ea = $___ 63 Additional vertical cost per foot 10 LF x $/lf = $_ 64 30" Drain basis (standard elevation 46") (1ea stub out included) 2 EA x $_/ea = $___ 65 Additional cost per foot 10 LF x $/lf = $_ PVC in line drainage structures, Nyloplast in line drains or equal $___ 66 8" inline structure 5 EA x $_/ea = $_____ 67 10" inline structure 5 EA x $_/ea = $_____ 68 12" inline structure 5 EA x $_/ea = $_____ 69 15" inline structure 5 EA x $_/ea = $_____ 70 18" inline structure 5 EA x $_/ea = $_____ 71 24" inline structure 2 EA x $_/ea = $_____ 72 30" inline structure 2 EA x $_/ea = $___ N-12 Fabricated 45 degree and 90-degree bends- 12"-24" Diameter $_ 73 12" 45 bend 5 EA x $_/ea = $_____ 74 15" 45 bend 5 EA x $_/ea = $_____ 75 18" 45 bend 5 EA x $_/ea = $_____ 76 24" 45 bend 5 EA x $_/ea = $___ HDPE Pipe Couplings (Split) $_ 77 12" 20 EA x $_/ea = $_____ 78 15" 20 EA x $_/ea = $_____ 79 18" 20 EA x $_/ea = $_____ 80 24" 20 EA x $_/ea = $_____ 81 30" 10 EA x $_/ea = $_____ 82 36" 10 EA x $_/ea = $___ Slotted corrugated HDPE pipe and couplings $_ 83 6" slotted pipe with sock 1000 LF x $/lf = $_Page 42 84 8" slotted pipe with sock 1000 LF x $/lf = $_ 85 6" coupling 100 EA x $_/ea = $_____ 86 8" coupling 100 EA x $_/ea = $_____ 87 6" 45-degree bend 5 EA x $_/ea = $_____ 88 8" 45-degree bend 5 EA x $_/ea = $___ Flexible Pipe $_ 89 6" Corrugated 50 LF x $/lf = $_ 90 8" Corrugated 50 LF x $/lf = $_ 91 6" smooth 50 LF x $/lf = $_ 92 8" smooth 50 LF x $/lf = $_ Total Estimated Bid Amount Option Year #1 $_______ Item # Description Estimated Quantity Unit Unit Price Total Estimated Bid Corrugated Smooth Inter HDPE pipe N-12 or equal bell and spigot 93 12" Pipe 1,000 LF x $/lf = $_ 94 15" Pipe 2,000 LF x $/lf = $_ 95 18"Pipe 2,000 LF x $/lf = $_ 96 24"Pipe 1,000 LF x $/lf = $_ 97 30" Pipe 1,000 LF x $/lf = $_ 98 36" Pipe 500 LF x $/lf = $_ 99 42" Pipe 500 LF x $/lf = $_ Smooth interior and smooth exterior HDPE pipe N-12HC or equal bell & spigot $_ 100 48" Pipe 600 LF x $/lf = $_ 101 60" Pipe 500 LF x $/lf = $_ Custom PVC Drainage structures, Nyloplast Drain Basin or equal. Basin designed with standard elevation heights $_ 102 12" Drain basis (standard elevation 24") (4ea stub outs included) 5 EA x $_/ea = $___Page 43 103 Additional vertical cost per foot 20 LF x $/lf = $_ 104 15" Drain basis (standard elevation 30") (4ea stub outs included) 5 LF x $/lf = $_ 105 Additional vertical cost per foot 20 LF x $/lf = $_ 106 18" Drain basis (standard elevation 36") (4ea stub outs included) 5 EA x $_/ea = $___ 107 Additional vertical cost per foot 20 LF x $/lf = $_ 108 24" Drain basis (standard elevation 36") (4ea stub outs included) 2 EA x $_/ea = $___ 109 Additional vertical cost per foot 10 LF x $/lf = $_ 110 30" Drain basis (standard elevation 46") (1ea stub out included) 2 EA x $_/ea = $___ 111 Additional cost per foot 10 LF x $/lf = $_ PVC in line drainage structures, Nyloplast in line drains or equal $___ 112 8" inline structure 5 EA x $_/ea = $_____ 113 10" inline structure 5 EA x $_/ea = $_____ 114 12" inline structure 5 EA x $_/ea = $_____ 115 15" inline structure 5 EA x $_/ea = $_____ 116 18" inline structure 5 EA x $_/ea = $_____ 117 24" inline structure 2 EA x $_/ea = $_____ 118 30" inline structure 2 EA x $_/ea = $___ N-12 Fabricated 45 degree and 90-degree bends- 12"-24" Diameter $_ 119 12" 45 bend 5 EA x $_/ea = $_____ 120 15" 45 bend 5 EA x $_/ea = $_____ 121 18" 45 bend 5 EA x $_/ea = $_____ 122 24" 45 bend 5 EA x $_/ea = $___ HDPE Pipe Couplings (Split) $_ 123 12" 20 EA x $_/ea = $_____ 124 15" 20 EA x $_/ea = $_____ 125 18" 20 EA x $_/ea = $_____ 126 24" 20 EA x $_/ea = $_____ 127 30" 10 EA x $_/ea = $_____Page 44 128 36" 10 EA x $_/ea = $___ Slotted corrugated HDPE pipe and couplings $_ 129 6" slotted pipe with sock 1000 LF x $/lf = $_ 130 8" slotted pipe with sock 1000 LF x $/lf = $_ 131 6" coupling 100 EA x $_/ea = $_____ 132 8" coupling 100 EA x $_/ea = $_____ 133 6" 45-degree bend 5 EA x $_/ea = $_____ 134 8" 45-degree bend 5 EA x $_/ea = $___ Flexible Pipe $_ 135 6" Corrugated 50 LF x $/lf = $_ 136 8" Corrugated 50 LF x $/lf = $_ 137 6" smooth 50 LF x $/lf = $_ 138 8" smooth 50 LF x $/lf = $___ Total Estimated Bid Amount Option Year #2 $

Details

Division 11 - Equipment.

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Engineered Spec Sheet

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