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| 1 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr width and getting out soft/ loose soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. |
| 2 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre wide and exceeding 1.5 mtr depth but not exceeding 3m depth and getting out soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. |
| 3 | Excavation in over areas in soft & loose soil exceeding 1.5 mtr depth but not exceeding 3m depth and getting out soil complete all as specified and directed. |
| 4 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. |
| 5 | Returning, filling in including spreading, leveling, watering and well ramming in layers of not exceeding 25 cm thick after the cables & pipes etc. are laid, jointed & tested and foundations complete all as specified and directed by Engineer-in-Charge. |
| 6 | Removal of surplus excavated spoil not exceeding 50 Mtr distance and depositing where directed by Engineer-in-Charge at a level not exceeding 1.5 m above the starting point complete all as specified. |
| 7 | M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations for tubular post ,filling & mass concrete etc complete all as specified and directed. |
| 8 | M&L for Boulder pitching grouted with cement and sand mortar 1:6, laid dry hand packed tightly complete all as specified and directed. |
| 9 | M&L for Brick work with using fly ash bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 etc complete all as specified & directed. |
| 10 | M&L for rendering 15 mm thick on fair face of brick masonry/concrete surface etc., in cement mortar 1:4, finishing even and smooth without using extra cement mixed with WPC as per manufacture instructions complete all as specified and as directed. (Note:Water proofing compound shall be measured and paid seprerately under respective item of \\"BoQ\\") |
| 11 | M&L for preparation of new plastered surfaces of wall and applying two or more coats of acrylic smooth exterior weather proof paint of required shade new work (two or more coats applied @ 1.67 Ltr/10 Sqm and including priming coat of exterior primer applied @ 2.20 Kg/10 Sqm complete all as specified and directed. |
| 12 | S & F precast reinforced cement concrete (RCC) 1:1:5:3, type A-1 (using 20mm graded crushed stone aggregate) as garden bench with seating capacity of 3 people as per sketch appx (A) with arm rest embedded/fixing in ground with PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregate) including required reinforcement as specified and directed. |
| 13 | M&L reinforced cement concrete M-25 (design mix) (using 20 mm graded crushed stone aggregate) as in foundation including rafts, footings,plinth beams, and mass concrete etc.complete all as specified and directed. Note : Reinforcement & form work will be measured & paid seperately under respective item of BOQ. |
| 14 | M&L reinforced cement concrete M-25 (design mix) (using 20 mm graded crushed stone aggregate) as in walls, retaining walls, basement walls and the like; any thickness; above top of footing; including attached pilasters and buttresses.complete all as specified and directed. Note : Reinforcement & form work will be measured & paid seperately under respective item of BOQ. |
| 15 | Use & waste of form work to sides of concrete foundation, base of coloumn ,rafts,footings, plinth beams, and plinth beam and similar work for rough finished flat surfaces of concrete complete all as specified and directed. |
| 16 | Use & waste of form work to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work including attached pillasters, buttresses etc vertical or to better for rough finished surfaces of concrete flat complete all as specified and directed. |
| 17 | M&L for mild steel TMT bars 10 mm dia and over grade Fe -500 , as in reinforcement ,cut to length, bent to shape required, including cranking bending spirally for hooping for column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete etc all as specified and directed. |
| 18 | M&L for mild steel TMT bars 08 mm dia and over grade Fe -500 , as in stirrups, spacers & binders ,cut to length, bent to shape required, including cranking bending spirally for hooping for column,, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete etc all as specified and directed. |
| 19 | M&L for 75 mm thick plain cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in sub base of flooring & mass concrete etc complete all as specified and directed. |
| 20 | M&L for hard core of broken stone or boulder gauge not exceeding 63mm deposited, spread & leveled in layers not exceeding 15cm thick, watered and rammed to a true surface etc complete all as specified& directed. |
| 21 | M&L precast reinforced cement concrete 1:2:4 ,type B-1 (using 20 mm graded crushed stone aggregate) as in cover slab for drain, manholes etc. including necessary formwork complete all as specified and directed. Note : Reinforcement will be measured & paid seperately under respective item of BOQ. |
| 22 | M&L for plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as in kerb/benching/copings including weathering, slightly rounded or chamfered angle and throating including use & waste of necessary form work etc complete all as specified and directed |
| 23 | M & L for 100 mm thick Concrete bed to 450 mm bore drain pipe including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate )complete all as specified & directed. |
| 24 | S & F for 450 mm bore Reinforced concrete drain pipes of class NP-3 laid and jointed with collars in trenches and jointed complete all as specified and as directed. |
| 25 | M&L for plain cement concrete 1:2:4, type B-2 (using 40 mm graded crushed stone aggregates) as in surface channels and drains complete all as specified and directed |
| 26 | Supply only liquid water proofing compound complete all as specified and directed. |
| 27 | S & F for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa & minimum AZ @150 gm/Sqm( be coated with hot dip alloy of 55 % aluminium, 43.5% Zinc, 1.5% Silicon and finished with resin coat on both surface @ 150 gm/Sqm of coating both surfaces) as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified & directed. |
| 28 | S & F mild steel works as in hold fasts, clamps, plain angle cleats for security purlins to wood trusses or rafters, cooler stands and similar small articles conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed. |
| 29 | M&L for non skid coloured tiles 7 to 8 mm thick (square / rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm , as in floor etc, over & including 15mm thick screed bed in cement mortar 1:6, set and jointed in neat cement slurry and pointed in colour cement to match the tiles, complete all as specified and directed. |
| 30 | M & L glazed ceramic coloured tiles of size 375 mm x 250 mm x7mm/450 mm x 300 mm x7 mm thick ,as in vertical surface such as dado/skirting etc,set and jointed in neat cement slurry and pointed in colour cement to match the tiles, over & including 10 mm thick rendering in cement mortar 1:4 complete all as specified and directed. |
| 31 | Material & Labour for providing and fixing stainless steel (Grade 304) made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessar stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc, of required size, on the top of floor or the side of waist slab with suitable arrangement. |
| 32 | M&L for parking tiles (of size 300x300 size ) 7 to 8 mm thick (square) , as in floor parking tiles etc, over & including 15mm thick screed bed in cement mortar 1:6, set and jointed in neat cement slurry and pointed in colour cement to match the tiles, complete all as specified and directed. |
| 33 | S & F 110 mm dia PVC rain water pipes single socketed in any length with rubber ring joits fixed to walls with and including stack clamps made out of 40mm by 3mm flat iron and 12mm dia round iron stays and making good the disturbed portion in CM 1:3 to match with surrounding area, complete all as specified and directed. |
| 34 | S & F for 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or floor complete all as specified and as directed by Engineer-in-charge. |
| 35 | S&F in repair PVC (SWR) bends 110 mm dia PVC pipes with rubber ring joints complete all as specified & directed. |
| 36 | S & F butterfly valve of size 80mm dia conforming to IS 13095 both end flanged including new bolts, nuts, washers and neoprene rubber gasket, complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 37 | S & F butterfly valve of size 80mm dia conforming to IS 13095 both end flanged including new bolts, nuts, washers and neoprene rubber gasket, complete all as specified and as directed. Please Enable Macros to View BoQ information |
