Job work for interchanging of 8M and 3M octagonal ple and shifting of high Mast light complete at AFS Tezpur

Amount

1. M&L for Dismantling and shifting of 8m Octagonal pole with all accessories after disconection of outgoing & incomming cables, light fitting, brackets etc. and taking away from existing location and re-installation of same in ground, within 3 KM from the existing location. incl reconnection of all outgoing and incomming cables, all as specified & as directed. (NOTE : Foundation Work & earth work measured and paid separately.) Each- 10 2 M&L for Dismantling and shifting of 3m Octagonal pole with all accessories after disconection of outgoing & incomming cables, light fitting, brackets etc. and taking away from existing location and re-installation of same in ground, within 3 KM from the existing location. incl reconnection of all outgoing and incomming cables, all as specified & as directed. (NOTE : Foundation Work & earth work measured and paid separately.) Each 10 3 M&L for Dismantling and shifting of 20m High Mast with all accessories after disconection of outgoing & incomming cables, light fitting, brackets etc. and taking away from existing location and re-installation of same in ground, within 3 KM from the existing location. incl reconnection of all outgoing and incomming cables, all as specified & as directed. (NOTE : Foundation Work & earth work measured and paid separately.) Each 02 4 Excavating in Trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth, Taking Out and Laying of Cables, etc. and getting out in Soft/ Loose Soil, complete all as specified and as directed. Cum 34.98 5 Returning, Filling in, including Spreading, Levelling, Watering and Well Ramming in Layers not exc. 250mm in Soft/Loose Soil, complete all as specified and as directed. Cum 28.89 6 Removing excavated Materials (Soils) not exc. 50.00 mtr and depositing where directed at a level not exc. 1.50 mtr above the Starting Point in Soil, complete all as specified and as directed. 7 Taking down/out unserviceable or serviceable LT UG Cables of nominal Cross Sectional Area 16 sqmm 4 core and Connections including Bricks, GI Pipes, etc. of any descriptions, laid in Trenches and/or fixing with Walls/Poles including Segregating of Serviceable Materials viz Bricks, Cables, GI Pipes, etc. and keep in Safe custody for re-use, complete all as specified and as directed. RM 50.00 8 Supply & Laying or Fixing or Passing through Pipe, XLPE insulated, Armoured, Electric Power UG Cable (Heavy Duty) with Aluminium Conductor, 1100 Volt Grade, Nominal Cross-Sectional Area 16 sqmm 4 core and Testing, including Brass Compression Cable Gland, Terminal Lug, etc. complete all as specified and as directed. RM 90 9 M&L Sand Cushioning (dry) in Trenches for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thick -ness and consolidated (punned) upto 180mm thickness, complete all as specified and as directed. CUM 4.75 10 S&F Sub-Class B brick, well burnt, laid breadth-wise along the axis of Cable laid in Trenches over Sand Cushion laid for UG Cable Protection, complete all as specified and as directed. per 1000 Nos 0.37 11. Re-laying only old Brick in Trenches for Under Ground Cable Protection (Serviceable Materials obtained from Item No. 1 here-in-before), complete all as directed. per 1000 Nos 0.20 12 S&F Galvanised Iron Pipe 40mm Bore (dia) ‘Light Grade’ for protection of UG Cable, laid in Floors/ Road Crossing, fixing to Pole with Mild Steel Clamps, Nuts, Bolts, etc., complete all as specified and as directed. Make : JINDAL/BANSAL/NTL. RM 9 13.Horizontal Boring for passing GI protection pipe up to 100 mm bore (dia), under road / foot path, not exc. 10.00 metre in a single length, complete all as specified and as directed. RM 5 14 M&L for PCC (1:1.5:3) type A,( using 20 mm graded aggregate) as in foundations, filling and mass concrete all as directed). CUM 2.40 15 M&L PCC (1:4:8) type D-2 using 40mm graded as in foundations, for copping, filling and mass concrete with cement plastering finishing all as directed.- CUM 1.06 16 M&L for Reinforced Cement Concrete M25 (using 20 mm graded stone aggregate) as in foundations including rafts, footing, foundation beams, plinth and bases for column etc., complete all as specified and as directed Cum 3.05 17 M&L for Reinforced Cement Concrete M25 Type A1 (using 20 mm graded stone aggregate) as in Columns, piers, posts and struts complete all as specified and as directed.Cum 2.0 18 M&L for fair finished flat Form work to sides of concrete foundations rafts, plinth beam etc complete all as specified and as directed.Sqm 6.40 19 M&L for fair finished Square, rectangular or polygonal Form work to sides of pillars, posts, struts, columns and stanchions complete all as specified and as directed. 8.40 Sqm 20 M&L for 10 mm dia and over TMT bars, cut to length bend to shape as required including cranking, hooking etc and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. Kg 85.20 21 All as per above item but mild steel bar 5 mm and over upto 10 mm dia as in stirrups and spacers etc Each 80 22 All as per above item but mild steel bar 5 mm and over upto 10 mm dia as in stirrups and spacers etc Each 12 14 15 13.

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