|
| 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 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. |
| 3 | 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. |
| 4 | 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). |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 6 | 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 level.Note: - 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. |
| 7 | 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 level. Note: - 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. |
| 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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 9 | 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) |
| 10 | 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). |
| 11 | 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) |
| 12 | Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth level TMT bars.Fe 500. |
| 13 | 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. |
| 14 | Centring and shuttering including strutting, propping etc.and removal of form work for foundation, footings, bares of column etc. for mass concrete. |
| 15 | Extra for shuttering in circular work in foundation, footings, bares of column etc. for mass concrete. |
| 16 | Centring and shuttering including strutting, propping etc.and removal of form work walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses. |
| 17 | Extra for shuttering in circular work for walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses. |
| 18 | Centring and shuttering including strutting, propping etc.and removal of form work in Suspended floors, roofs, landings, balconies and access platforms. |
| 19 | Centring and shuttering including strutting, propping etc.and removal of form work for Lintels, beams, plinth beams, girders, bress umers & canti levers. |
| 20 | Extra for shuttering in circular work in Lintels, beams, plinth beams, girders, bress umers & canti levers. |
| 21 | Centring and shuttering including strutting, propping etc.and removal of form work for Arches domes, valuts upto 6.0m span. |
| 22 | Centring and shuttering including strutting, propping etc.and removal of form work for Edges of slabs and breaks in floors and walls under 20 cm wide. |
| 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 fine 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 65 mm dia. |
| 30 | 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 M.S. angles 40x40x6mm for diagonal braces. |
| 31 | Supply of GI bend 100mm dia for air exuhast in resirvior. |
| 32 | Supply of GI bend 100mm dia bend for slotted cowl. |
| 33 | Dry random rubble masonry with hard stone in foundation and plinth without bond stone. |
| 34 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge 15 mm to 40 mm nominal bore. |
| 35 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge above 40 mm nominal bore. |
| 36 | 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 |
| 37 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia nominal bore. |
| 38 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia nominal bore. |
| 39 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia nominal bore. |
| 40 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia nominal bore. |
| 41 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia nominal bore. |
| 42 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 40mm ϕ |
| 43 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 65mm ϕ |
| 44 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 80mm ϕ |
| 45 | 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 (PE80-PN10). |
| 46 | Providing Laying and fitting of HDPE pipes 40mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost of earthwork and refilling etc (PE80-PN10). |
| 47 | Providing Laying and fitting of HDPE pipes 50mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost of earthwork and refilling etc (PE80-PN10). |
| 48 | 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 (PE80-PN10). |
| 49 | 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 (PE80-PN10). |
| 50 | 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 (PE80-PN10). |
| 51 | Providing Laying and fitting of HDPE pipes 110mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost of earthwork and refilling etc (PE80-PN10). IS-4984/95 |
| 52 | 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. |
| 53 | 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. |
| 54 | 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. |
| 55 | 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. |
| 56 | 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. |
| 57 | 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. |
| 58 | 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. |
| 59 | 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. |
| 60 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 20 mm dia |
| 61 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 25 mm dia |
| 62 | 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 |
| 63 | Fitter engage for retrieving of damages pipes, bending straightening, cutting of pipes, & locating, tracing, blockages of pipes including rethreading of pipes etc. |
| 64 | Labour engage for retrieving of damages pipes, bending straightening, cutting of pipes, & locating, tracing, blockages of pipes including rethreading of pipes etc. |
| 65 | Welding of joints by electric arc 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. |
| 66 | Carriage of G.I pipes by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work A) average distance 210 Km. |
| 67 | B) average distance 220 Km. |
| 68 | C) average distance 250 Km. |
| 69 | 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 01 Km. |
| 70 | B) average distance 1.50 Km. |
| 71 | C) average distance 02 Km. |
| 72 | Carriage of HDPE pipes by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work A) average distance 220 Km. |
| 73 | B) average distance 250 Km. |
| 74 | 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 1.50 Km. |
| 75 | B) average distance 02 Km. |
| 76 | 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 40 km. |
| 77 | 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 01 Km. |
| 78 | Carriage of steel by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work average distance 01 Km. |
| 79 | 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 40 km. |
| 80 | 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 at an average distance 01 Km. |
| 81 | 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. |
| 82 | Carriage of stone aggrigate above 40mm nominal size (crshed) by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work at an average distance 01 Km. |
| 83 | Carriage of stone by Manual means including loading unloading & stacking from source (to be identified by Engineer in charge) to site of work at anA) average distance 01 Km. |
| 84 | B) average distance of 0.70 Km. Please Enable Macros to View BoQ information |
