Name of Work: Construction of Crate Wall with Barbed wire fencingat Medicinal and Aromatic Plant NurseryVerinag Anantnag
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Item Description
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Construction of Crate Wall with Barbed wire fencingat Medicinal and Aromatic Plant NurseryVerinag Anantnag (Total Boundaries Length = 900 rft.No. of vertical post (L - Iron) 6ft C/C required = 151 Nos.)
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Earthwork in excavation by manual means in trenches for foundations (not exceeding 1.5m in width) including dressing of sides and ramming of bottoms, lift upto 1.5m , including getting out excavated earth and disposal of surplus excavated earth as directed in ordinary rock 151x 0.45 x 0.30x0.30=6.11 cum
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Earthwork in excavation by mechanical means (Hydraulic excavator) for foundations (not exceeding 1.5m in width) including dressing of sides and ramming of bottoms, lift upto 1.5m , including getting out excavated earth and disposal of surplus excavated earth as directed in ordinary rock 900x 5\" x 1\"= 4500 cft = 127.5 cum
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Hand packing stones in wire cartes with available stones excluding cost of stones and crates 900x 5\" x 3\"= 13500 cft900x 4\" x 4\"= 14400 cft Total = 27,900 cfts = 790.81cum
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Cost of wire crates including fixing and carriage complete Size= 16\"x16\"= 256 sfts =57 No. of wire crates required or 14592 sfts
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P/ l Cement concrete 1:3: 6 mix using 20 mm agg.151x 0.45 x 0.30x0.30= 6.11cum
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Supplying at siteangle iron post and strut of(50 x 50 x 6)mm size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia etc complete job 151 x 7’ -6” = 1132.5 Rft or 345.2 Rmt Total=345.2 Rmt @ 4.5kg/RmtTotal=1553.4kg
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Fencing with angle iron posts placed at 6’ distance embedded in cement concrete blocks, with corner posts strutted on both sides and end post on one side and provided with horizontal wires of barbed wire weighing 9.38 kg per 100 metre (minimum) between the 2 posts fitted and fixed with GI staples, turn buckles etc complete.(Cost of posts, struts, earthwork and concrete work to be paid for separately) 6 x900’ =5400 Rft or 1646.3 Rmt
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