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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5m in widthaswell as10m2 on plan)includingdisposal ofexcavated earth lead upto 50meters 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 | Providing and laying inposition 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 coarses and: 8 graded stone aggregate 40mm nominal size) |
| 4 | Providing and laying cement concrete in retaining walls, return walls,walls(anythickness)includingattachedpilasters,columns,piers,abutments,pillars,posts,struts,buttresses,stringorlacingcourses,parapets,coping,bedblocks,anchorsblocks,plainwindowsills,filletsetcuptofloorVlevel,includingcuringbutexcludingthecostofcentring,shutteringAnd finishing with. 1:2:4(1 cement: 2 coarses and:4 graded stone aggregate 20mm nominal size) |
| 5 | Providing and laying imposition cement concrete of specified grade including curing butExcluding the cost of centring and shuttering.All work upto plinth level with:1:3:6(1 cemen t:3 coarse sand: 6 graded stone aggregate 20mm nominal size) |
| 6 | 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 coarses and: 3 graded stone aggregate 20mm nominalsize) |
| 7 | Reinforced cement concrete working beams, suspended floors, roofs having slope upto15°, landings, balconies, shelves, chajjas, lintels, bands, plain windowsills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3(1cement:1½coarsesand:3graded stoneaggregate20mmnominalsize) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelCold twisted bars |
| 9 | Centering and shuttering including strutting, propping etc.and removal of form for: Foundations,footings,basesofcolumnsetc.for massconcrete.Walls(any thickness)including attached pilasters,buttresses,plinth andstring courses etc. |
| 10 | Foundations, footings,bases of columns etc. for mass concrete. |
| 11 | 12mm Cement plaster of mix: 1 :4( 1cement:4finesand) |
| 12 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 13 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 :3( 1cement:3finesand) |
| 14 | Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm 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 as in manhole cover on top of the dome/spring cover with locking arrangement. |
| 15 | Welding, including transportation of plant at site etc. complete By gas plant |
| 16 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 17 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia |
| 18 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia |
| 19 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia |
| 20 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 32 mm dia |
| 21 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia |
| 22 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia |
| 23 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia |
| 24 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, , lead upto 50 m and lift upto 1.5 m. |
| 25 | 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 |
| 26 | 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. complete50 to 80 mm nominal bore |
| 27 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)65 mm nominal bore |
| 28 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)50 mm nominal bore |
| 29 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)32 mm nominal bore |
| 30 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)25 mm nominal bore |
| 31 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)20 mm nominal bore |
| 32 | Providing and fixing G.I. Union in G.I.pipe including cutting and threading the pipe and making long screws etc. complete (new work) 65mm nominal bore |
| 33 | Providing and fixing G.I. Union in G.I.pipe including cutting and threading the pipe and making long screws etc. complete (new work) 50mm nominal bore |
| 34 | Providing and fixing G.I. Union in G.I.pipe including cutting and threading the pipe and making long screws etc. complete (new work)40mm nominal bore |
| 35 | Providing and fixing G.I. Union in G.I.pipe including cutting and threading the pipe and making long screws etc. complete (new work)32mm nominal bore |
| 36 | Providing and fixing G.I. Union in G.I.pipe including cutting and threading the pipe and making long screws etc. complete (new work)25mm nominal bore |
| 37 | Providing and fixing G.I. Union in G.I.pipe including cutting and threading the pipe and making long screws etc. complete (new work)20mm nominal bore |
| 38 | Providing and fixing G.I. Union in G.I.pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15mm nominal bore |
| 39 | Carriage of Cement from nearest Market to site of work 3000 Mtr by Manual Means |
| 40 | Carriage of Steel from from nearest Market to site of work 3000 Mtr by Manual Means |
| 41 | Carriage of Sand from source to site of work average 150 Km by Mechanical Transport and 3000 Mtr by Manual Means. |
| 42 | Carriage of Stone aggregate 20 mm nominla size from source to site of work average 15 Km by Mechanical Means and 3000 Mtrs by Manual Means. |
| 43 | Carriage of Sand (Filter Media) consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from source to site of work an av. distance of 150km (Ganderbal) by Mechanical Transport and 3000m by Mannual Means |
| 44 | Carriage of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 40-63 mm in four layers (Nallah) from source to site of work an av. distance of 45km by Mechanical Transport and 3000m by Mannual Means |
| 45 | Carriage of stone aggregate above 40mm by mannual Means from Source to site of work (to be identified by engineer in charge) for an Av. 2000m by Mannual Means |
| 46 | Carriage of G.I Pipe from Jammu to Road side average 140 Km by Mechanical Transport |
| 47 | Carriage of G.I Pipe from Road side to site of work average 3000 m by Manual Means. Please Enable Macros to View BoQ information |
