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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%) |
| 6 | dumping and filling of stone in horizontal on level. |
| 7 | 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. |
| 8 | 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). |
| 9 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggr. 20 mm nominal size). |
| 10 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 11 | 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | 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). |
| 13 | 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 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 14 | Providing and laying in position machine batched and machine mixed design mix M-25grade 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 workabilitywithout 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 |
| 15 | 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 |
| 16 | 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) |
| 17 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair 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). |
| 18 | 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) |
| 19 | Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth levelTMT bars.Fe 500. |
| 20 | 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 completebut excluding cost ofnosing of steps etc. complete :50mm with 20mm nominal size stone (Crusher) including curing. |
| 21 | 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. |
| 22 | Centring and shuttering including strutting, propping etc.and removal of form work for foundation, footings, bares of column etc. for mass concrete. |
| 23 | Extra for shuttering in circular work in foundation, footings, bares of column etc. for mass concrete. |
| 24 | Extra for shuttering in circular work in walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses. |
| 25 | Centring and shuttering including strutting, propping etc.and removal of form work for walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses. |
| 26 | Centring and shuttering including strutting, propping etc.and removal of form work for suspended floor landings roofs balconies and access platform. |
| 27 | Centring and shuttering including strutting, propping etc.and removal of form work for Lintels, beams, plinth beams, girders, bress umers & cantilevers. |
| 28 | Extra for shuttering in circular work in Lintels, beams, plinth beams, girders, bress umers & cantilevers. |
| 29 | Centring and shuttering including strutting, propping etc.and removal of form work for Arches domes, valuts upto 6.0m span. |
| 30 | Centring and shuttering including strutting, propping etc.and removal of form work for edges of slabs and breaks in floors and walls (under 20cm wide). |
| 31 | Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement. |
| 32 | 15mm Cement plaster on the rough side of single or half brick wall of mix 1:4 ( 1 cement : 4 coarse sand) . |
| 33 | 12mm Cement plaster of mix 1:4 ( 1 cement : 4 coarse sand) . |
| 34 | Extra for plaster in circular works. |
| 35 | supply of cover L.D Rectangular 455 x 610 mm with frame including fixing etc. |
| 36 | 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. |
| 37 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm. |
| 38 | 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, gatesfor fencing and similar works. |
| 39 | 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. |
| 40 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge made of G.I. wire of dia 4 mm. |
| 41 | Providing steel rope crossing including cost of steel rope, U-clamp, iron clamp/hooks, labour charges for stretching the steel rope in position, hire charges of chain pully along with the operator, laying and fitting of GI/HDPE pipes to be tied with the anchor blockswith steel rope 12mm dia,16mm dia, 20mm dia required dia as per condition of site Engineer, including all carriages complete job. |
| 42 | Supply of GI bend 100mm dia for air exuhast in resirvior. |
| 43 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore. |
| 44 | Dry random rubble masonry with hard stone in foundation and plinth without bond stone. |
| 45 | 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 |
| 46 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 15mm ? |
| 47 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 20mm ? |
| 48 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 25mm ? |
| 49 | Laying and fitting of HDPE pipes 32mm dia (all classes) complete includingG.I. Union, bend, coupler excluding cost of pipes, earthwork and refilling etc . |
| 50 | Laying and fitting of HDPE pipes 40mm dia (all classes) complete includingG.I. Union, bend, coupler excluding cost of pipes, earthwork and refilling etc . |
| 51 | Laying and fitting of HDPE pipes 50 mm dia (all classes) complete includingG.I. Union, bend, coupler excluding cost of pipes, earthwork and refilling etc . |
| 52 | Laying and fitting of HDPE pipes 63mm dia (all classes) complete includingG.I. Union, bend, coupler excluding cost of pipes, earthwork and refilling etc . |
| 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) 15 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) 20 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) 25 mm nominal bore. |
| 56 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 20 mm dia |
| 57 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 25 mm dia |
| 58 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 32 mm dia |
| 59 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm dia |
| 60 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm dia |
| 61 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm dia |
| 62 | Making connection of GI distribution branch with GImain of following sizes by providing and fixing Tee, union etc, including cutting and threading the pipe etc. complete25 to 40 mm nominol bore |
| 63 | Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete50mm to 80mm dia. |
| 64 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore. |
| 65 | Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore. |
| 66 | Carriage ofG.Ipipes by Mechanical Transportincluding loading unloading & stackingfrom Procurment Jammu to road side of work average distance 220 Km. |
| 67 | Carriage ofG.Ipipes by Manual Means incliding loading unloading & stacking from road side(to be identified by Engineer in charge) to site of work average distance 05 Km. |
| 68 | Carriage ofHDPE pipes by Mechanical Transportincluding loading unloading & stackingfrom Procurment Jammu to road side of work average distance 220 Km. |
| 69 | Carriage ofHDPE pipes by Manual Means incliding loading unloading & stacking from road side(to be identified by Engineer in charge) to site of work average distance 05 Km. |
| 70 | Carriage ofCement & steelby 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 30 km. |
| 71 | Carriage ofCement by Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 02 km. |
| 72 | Carriage of Steelby Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 02 km |
| 73 | Carriage ofSand & 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 35 km. |
| 74 | Carriage ofSand & stone aggrigate upto 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 02 km. |
| 75 | 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 30 km. |
| 76 | Carriage ofStone 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 02 km. |
| 77 | Carriage ofstone by Manual means including loading unloading & stacking from source (to be identified by Engineer in charge) to site of work atan average distance of 01 Km. |
| 78 | Providing & Installation of Sign Board of size 8ft×6ft with angle Iron frame of size 50×50×6mm PBI Sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. |
