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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 bulk excavation by mechanical means (hydraulic excavator) 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 : |
| 3 | 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 : |
| 4 | 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) |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V 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 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT steel of grade Fe 500 or more |
| 10 | 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 12 | Extra for shuttering in circular work |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 14 | Extra for shuttering in circular work |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.. |
| 16 | Extra for shuttering in circular work |
| 17 | Arches, domes, vaults upto 6 m span .( for Shuttering on Extra for arches, domes, vaults (exceeding 6 m span shall be paid) |
| 18 | Extra for arches, domes, vaults exceeding 6 m span |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. |
| 20 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 21 | 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. |
| 22 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1:4 ( 1 cement : 4 coarse sand) |
| 23 | Extra for plastering on circular works |
| 24 | Providing & Incorporating during concreting GP sheet stripe water seal 1.25mm (nominal thick) at construction joints including jointing of hence so as to form a continuous barrier, strips area (excluding laps) to be measured 20cm in width. |
| 25 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 26 | Providing and mixing water proofing material in cement concrete work in doses by weightof cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement |
| 27 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 28 | Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S |
| 29 | 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. |
| 30 | 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. |
| 31 | Welding of joints by gas welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etc complete |
| 32 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 33 | Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe. |
| 34 | Providing & 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 |
| 35 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 36 | Extra for brick work with common burnt clay bricks/cement concrete bricks insuperstructure above plinth level upto floor five level |
| 37 | 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 |
| 38 | 15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 6 ( 1 cement : 6 fine sand) |
| 39 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 40 | INTERIOR FINISHINGWhite washing with lime to give an even shade on New Work (three or more coats) |
| 41 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work)80 mm dia. nominal bore (M). |
| 42 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work)80 mm dia. nominal bore (L). |
| 43 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work)65 mm dia. nominal bore (L). |
| 44 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work)50 mm dia. nominal bore (L). |
| 45 | Providing , Laying and fitting of HDPE pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. HDPE Pipes 63 mm Ø PN-10,PE 100 and IS 4984:2016. |
| 46 | Providing and fixing of G.I Flanges joints double flanged 80mm (M) dia rubber gaskit testing to joints including welding complete job . |
| 47 | Providing and fixing of G.I Pipes complete for wash out , overflow and inlet G.I Pipe 80 mm Dia (M). |
| 48 | Carriage of cement from nearest market (as approved by Engineer in Charge)to site of work Average 5 km by Mechanical Transport . |
| 49 | Carriage of Steel from nearest market (as approved by Engineer in Charge)to site of work Average 5 km by Mechanical Transport. |
| 50 | Carriage of Sand from source to site of work Average 140 Km by Mechanical Transport |
| 51 | Carriage of stone aggregate 20 mm from source to site of work Average 45 km by Mechanical Transport |
| 52 | Carriage of stone aggregate 40 mm from source to site of work Average 45 km by Mechanical Transport |
| 53 | Carriage of bricks from Jammu to site of work Average 150 km by Mechanical Transport |
| 54 | Carriage of HDPE Pipe from Jammu to site of work Average 160 km by Mechanical Transport and 1000 mtr by manual means. |
| 55 | Carriage of G.I Pipe from Jammu to site of work Average 160 km by Mechanical Transport and 1000 mtr by manual means. Please Enable Macros to View BoQ information |
