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| 1 | 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 as directed by Engineer incharge in all kind 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 as directed by Engineer incharge in ordinary rock. |
| 3 | Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in all kind of soil. |
| 4 | Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in ordinary rock. |
| 5 | Supply of stone nallah (stacking size 225mm by measured. & reduced by 15%) & dumping and filling of stone in horizontal on level. |
| 6 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40mm nominal size. |
| 7 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20mm nominal size). |
| 8 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 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-incharge..All works upto plinth levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 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-incharge. All works above plinth level upto floor V levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix |
| 11 | Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm) |
| 12 | 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). |
| 13 | 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) |
| 14 | Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth level TMT bars.Fe 500. |
| 15 | Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggr.) finished with a floating coat of neat cement incl. cement slurry and curing complete but excluding cost of nosing of steps etc. complete :50mm with 20mm nominal size stone (Crusher) including curing. |
| 16 | Centring and shuttering including strutting, propping etc.and removal of form work for foundation, footings, bares of column etc. for mass concrete. |
| 17 | Extra for shuttering in circular work in foundation, footings, bares of column etc. for mass concrete. |
| 18 | Extra for shuttering in circular work in walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses. |
| 19 | Centring and shuttering including strutting, propping etc.and removal of form work for walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses. |
| 20 | Centring and shuttering including strutting, propping etc.and removal of form work for Lintels, beams, plinth beams, girders, bress umers & canti levers. |
| 21 | Extra for shuttering in circular work in Lintels, beams, plinth beams, girders, bress umers & canti levers. |
| 22 | Centring and shuttering including strutting, propping etc.and removal of form work for Arches domes, valuts upto 6.0m span. |
| 23 | Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement. |
| 24 | 12mm Cement plaster with neat coat of floating cement of mix 1:3 ( 1 cement : 3 coarse sand) . |
| 25 | 12mm Cement plaster of mix 1:4 ( 1 cement : 4 coarse sand) . |
| 26 | supply of cover L.D Rectangular 455 x 610 mm with frame including fixing etc. |
| 27 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm. |
| 28 | 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 for fencing and similar works. |
| 29 | Providing and Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) of varying nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150x150 mm size etc. complete GI Pipe 50 mm dia. |
| 30 | Supply of GI bend 100mm dia for air exuhast in resirvior. |
| 31 | Dry random rubble masonry with hard stone in foundation and plinth without bond stone. |
| 32 | Filling available excavated earth ( excluding rock) in trenches, plinth side of foundationetc. In layer not excedding 20cm in depth , lead upto 50mtr and lift upto 1.5mtr |
| 33 | Providing Laying and fixing of G.I. pipes (all classes) complete with GI fitting excluding cost of Earthwork and refilling etc (external work) G.I Pipe 15mm dia nominal bore. |
| 34 | Providing Laying and fixing of G.I. pipes (all classes) complete with GI fitting excluding cost of Earthwork and refilling etc (external work) G.I Pipe 20mm dia nominal bore. |
| 35 | Providing Laying and fixing of G.I. pipes (all classes) complete with GI fitting excluding cost of Earthwork and refilling etc (external work) G.I Pipe 25mm dia nominal bore. |
| 36 | Providing Laying and fixing of G.I. pipes (all classes) complete with GI fitting excluding cost of Earthwork and refilling etc (external work) G.I Pipe 50mm dia nominal bore. |
| 37 | Providing Laying and fixing of G.I. pipes (all classes) complete with GI fitting excluding cost of Earthwork and refilling etc (external work) G.I Pipe 65mm dia nominal bore. |
| 38 | Providing Laying and fixing of G.I. pipes (all classes) complete with GI fitting excluding cost of Earthwork and refilling etc (external work) G.I Pipe 80mm dia nominal bore. |
| 39 | Providing Laying and fixing of G.I. pipes (all classes) complete with GI fitting excluding cost of Earthwork and refilling etc (external work) G.I Pipe 100mm dia nominal bore. |
| 40 | Providing Laying and fitting of HDPE pipes 32mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost of earthwork and refilling etc PN16 . |
| 41 | Providing Laying and fitting of HDPE pipes 50 mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost of earthwork and refilling etc PN16 . |
| 42 | Providing Laying and fitting of HDPE pipes 63mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost of earthwork and refilling etc .PN16 |
| 43 | Providing Laying and fitting of HDPE pipes 75mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost of earthwork and refilling etc PN16 . |
| 44 | Providing Laying and fitting of HDPE pipes 90mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost of earthwork and refilling etc .PN16 |
| 45 | 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. |
| 46 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 25 mm nominal bore. |
| 47 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 32 mm nominal bore. |
| 48 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 40 mm nominal bore. |
| 49 | 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. |
| 50 | 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. |
| 51 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 80 mm nominal bore. |
| 52 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm dia |
| 53 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm dia |
| 54 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm dia |
| 55 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 80 mm dia |
| 56 | Making connection of GI distribution branch with GI main of following sizes by providing and fixing Tee, union etc, including cutting and threading the pipe etc. complete 25 to 40 mm nominol bore |
| 57 | Making interconnection of G I distribution branch with G I Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 50mm to 80mm dia. |
| 58 | Fitter engage for retrieving of damages pipes, bending straightening, cutting of pipes, & locating, tracing, blockages of pipes including rethreading of pipes etc. |
| 59 | Labour engage for retrieving of damages pipes, bending straightening, cutting of pipes, & locating, tracing, blockages of pipes including rethreading of pipes etc. |
| 60 | Carriage of G.I pipes by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km. |
| 61 | Carriage of G.I pipes by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work A) average distance 05 Km. |
| 62 | B) average distance 06 Km. |
| 63 | Carriage of HDPE pipes by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km. |
| 64 | Carriage of HDPE pipes by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work A) average distance 05 Km. |
| 65 | B) average distance 06 Km. |
| 66 | Carriage of Cement & steel by Mechanical Transport including loading unoading & stacking from nearest market place (To be identified by engineer in charge) to road side of work at an average distance of 20 km. |
| 67 | Carriage of cement by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work A) average distance 02 Km. |
| 68 | B) average distance 03 Km. |
| 69 | Carriage of steel by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work A) average distance 02 Km. |
| 70 | B) average distance 03 Km. |
| 71 | Carriage of Sand & stone aggrigate upto 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 40 km. |
| 72 | Carriage of Sand and stone aggrigate up;to 40mm by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work A) average distance 02 Km. |
| 73 | B) average distance 03 Km. |
| 74 | Carriage of stone aggrigate above 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 40 km. |
| 75 | Carriage of Stone aggrigate above 40mm nominal size (crshed) by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 03 km. |
| 76 | Carriage of stone by Manual means including loading unloading & stacking from source (to be identified by Engineer in charge) to site of work at an average distance of 01 Km. Please Enable Macros to View BoQ information |
