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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 inall kinds of soils. |
| 3 | Earth work inbulk excavation by Mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil |
| 4 | Earth work inbulk excavation by Mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in ordinary rock. |
| 5 | Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.) |
| 6 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.) |
| 7 | Providing & laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 20 mm nominal size) and curing complete |
| 8 | 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. |
| 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 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. |
| 10 | 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) |
| 11 | 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 with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforcement 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 M-20 graded concrete 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 13 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more |
| 14 | 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) |
| 15 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 16 | Cement concrete flooring 1:2:4 (1 cement: 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. complete40mm thick with 20mm nominal size stone aggregate |
| 17 | Cement concrete flooring 1:2:4 (1 cement: 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. complete50mm thick with 20mm nominal size stone aggregate |
| 18 | Providing and fixing strips in joints of terrazzo/ cement concrete floors.Glass strips40 mm wide and 4 mm thick |
| 19 | Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc. |
| 20 | Extra for shuttering in circular work |
| 21 | Centring and shuttering including strutting, propping etc and removal of form forwalls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 22 | Extra for shuttering in circular work |
| 23 | Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, G Irders, bressumers and cantilevers. |
| 24 | Extra for shuttering in circular work |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span |
| 26 | Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms. |
| 27 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 28 | Centring and shuttering including strutting, propping etc and removal of form for : Weather shades, chajjas, corbels etc. including edges. |
| 29 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 30 | Fixing of Iron posts in proper line and level & fixing of back supports of flat iron 50x6 mm with angle iron supports |
| 31 | Steelworkweldedinbuiltupsections/framedwork,includingcutting, hoisting, fixing in position andapplying apriming coat of approvedsteel primer using structural steel etc. as required. Instringers,treads,landingsetc.ofstaircases,includinguseof chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 32 | 15mmthick Cementplaster ontheroughsideofsingleorhalfbrickwallof mix: 1 : 4 ( 1 cement : 4 coarse sand) . |
| 33 | 12mmthick Cementplaster ontheroughsideofsingleorhalfbrickwallof mix: 1 : 4 ( 1 cement : 4 coarse sand) . |
| 34 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand) . |
| 35 | Extra for plastering on circular works. |
| 36 | Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement. |
| 37 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 38 | Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S |
| 39 | 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. |
| 40 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm |
| 41 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work |
| 42 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm 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 |
| 43 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 44 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (M) |
| 45 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore |
| 46 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore |
| 47 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. layers not exceeding 20cm in depth and lead upto 50 mtr and lift upto 1.5 mtr. |
| 48 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nominal bore |
| 49 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nominal bore |
| 50 | 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 etccomplete |
| 51 | Providing and fixing gun metal non-return valve of approved quality (screwed end) 65 mm nominal bore. Horizontal |
| 52 | 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. |
| 53 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diametre |
| 54 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 55 | Providing and fixing ball bearing for rolling shutters. |
| 56 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and providedwithhorizontallinesandtwodiagonalsinterwovenwith horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used. With G.I. barbed wire |
| 57 | 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-in- charge.Made of G.I. wire of dia 4 mm |
| 58 | Carriage ofG I Pipesfrom Departmental Store at Jammu by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 20 km |
| 59 | Carriage ofG I Pipes by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 1000 mtr. |
| 60 | Carriage of sand by Mechanical Transport from source (to be identified by Engineer in charge) to road side including cost for loading , unloading & stacking for an av. distance ofAverage 20 km |
| 61 | Carriage of stone aggregate (Crushed) upto 40 mm by Mechanical Transport from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 20 km |
| 62 | Carriage of stone aggregate (Crushed) above 40 mm nominal size and above by Mechanical Transport from source (to be identified by Engineer in charge) to site of workincluding cost for loading , unloading & stacking for an av. distance ofAverage 20 km |
| 63 | Carriage ofcement & steelfrom nearest market (to be identified by EngIneer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 10 km |
| 64 | Carriage ofBricks by Mechanical Transport from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 30 km |
| 65 | Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessarymaterials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Long pattern W.C Pan of size 580x440 mm |
| 66 | Providing and fitting concealed internal Electrification of roomincluding 4 Nos LED lights,Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch,5 Amp 2 no. sockets with switch - of approved brandand 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters. |
| 67 | Providing and fixing sanitation work i.e. by way of providing, laying and fitting of G.I. pipe B class of required Dia. Incl. allied accessories and commissioning with complete job. |
| 68 | Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. |
