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| 1 | Earth work in Bulk excavation by Mechanical means (Hydraulic Excavator) over areas (Exceeding 30 Cm in Depth, 1.50 mtr in Width as well as 10 Sqm on plan) including disposal of Excavator earth lead up to 50 mtrs and lift upto 1.5 mtr, as directed by Engineer-in-Charge. All Kinds of Soil |
| 2 | 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) |
| 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 4 | DAMP PROOF COURSEProviding & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 5 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 6 | Extra for brick work with common burnt clay bricks/cement concrete bricks insuperstructure above plinth level upto floor five level |
| 7 | 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) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Cold twisted bars |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 14 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. |
| 15 | 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. |
| 16 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 17 | 6MM CEMENT PLASTER6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 18 | EXTERIOR FINISHINGFinishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 19 | INTERIOR FINISHINGWhite washing with lime to give an even shade on New Work (three or more coats) |
| 20 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. lead upto 50 m and lift upto 1.5 m. |
| 22 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 23 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank |
| 24 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (M). |
| 25 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore (M). |
| 26 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore (M). |
| 27 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia. nominal bore |
| 28 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore |
| 29 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore |
| 30 | Providing and fixing of G.I Flanges joints double flanged 50mm dia rubber gaskit testing to joints including welding complete job . |
| 31 | Providing and fixing of G.I Flanges joints double flanged 40mm dia rubber gaskit testing to joints including welding complete job . |
| 32 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm nominal bore |
| 33 | Carriage of Cement from nearest source to site of work Av. 05 Km by Mechanical Transport . |
| 34 | Carriage of Sand from source to site of work Av. 140 Km by Mechanical Transport . |
| 35 | Carriage of Stone Aggregate 20mm Nominal Size from source to site of work Av. 45 Km by Mechanical Transport . |
| 36 | Carriage of Stone Aggregate 40mm Nominal Size from source to site of work Av. 45 Km by Mechanical Transport . |
| 37 | Carriage of Bricks from source to site of work Av. 150 Km by Mechanical Transport . |
| 38 | Carriage of Steel from nearest source to site of work Av. 05 Km by Mechanical Transport . |
| 39 | Carriage of G.I Pipe from Jammu to site of work Av. 160 Km by Mechanical Transport and 500 Mtr by Manual Means . Please Enable Macros to View BoQ information |