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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected:All kinds of soil : |
| 3 | CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Cold twisted bars |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | Centering and shuttering including Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 9 | 12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 10 | Extra for providing and mixing water proofing material |
| 11 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece. |
| 12 | Welding, including transportation of plant at site etc. completeBy gas plant |
| 13 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. lead upto 50 m and lift upto 1.5 m. |
| 15 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (L). |
| 16 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore(L). |
| 17 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore(L). |
| 18 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore(L). |
| 19 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete25 to 40 mm nominal bore |
| 20 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)40 mm nominal bore |
| 21 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore |
| 22 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 20 mm nominal bore |
| 23 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 65 mm nominal bore |
| 24 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 50 mm nominal bore |
| 25 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 20 mm nominal bore |
| 26 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15 mm nominal bore |
| 27 | Providing and fixing steel wire rope of approved quality, including supplying, cutting, threading, clamping with suitable U-clamps, eye bolts, turnbuckles, thimbles, and alll necessary fittings complete in all respects as per specifications and directions of Incharge Engineer 12mm. |
| 28 | Cost of V-Screen pipe (LS) (Paid as per actual) |
| 29 | Carriage of Sand from source to site of work Av. 150 Km by Mechanical Transport and 1000 mtr by Manual Means. |
| 30 | Carriage of Stone Aggregate 20mm Nominal Size from source to site of work Av. 20 Km by Mechanical Transport and 1000 mtr by Manual Means. |
| 31 | Carriage of Stone Aggregate 20mm Nominal Size from source to site of work Av. 10 Km by Mechanical Transport and 1000 mtr by Manual Means. |
| 32 | Carriage of Stone Aggregate 40mm Nominal Size from source to site of work Av. 200 mtr by Manual Means . |
| 33 | Carriage of G.I Pipe from Jammu to site of work Av. 140 Km by Mechanical Transport and 4000 Mtr by Manual Means . Please Enable Macros to View BoQ information |
