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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the likenot exceeding 10 sqm on plan, including dressing of sidesandramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 70% All kind of Soil & 30% ordinary Rock. |
| 2 | 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 earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge in all kinds of soil . |
| 3 | Surface dressing of the ground including removing vegetation and in-equalitiesnot exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto-All kinds of soil. |
| 4 | 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. |
| 5 | 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. 20mm nominal size). |
| 6 | 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) |
| 7 | 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:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 8 | 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). |
| 9 | 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). |
| 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 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 |
| 11 | 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 |
| 12 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in lintels, beams and bressumers including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and curing but excluding the cost of reinforcement witt 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 13 | 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). |
| 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 | 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. |
| 17 | Centring and shuttering including strutting, propping etc.and removal of form work for foundation, footings, bares of column etc. for mass concrete. |
| 18 | Centering & 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 suspended floor landings roofs balconies and access platform. |
| 20 | 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). |
| 21 | Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement. |
| 22 | 15mm Cement plaster on the rough side of single or half brick wall of mix 1:3( 1 cement : 3 coarse sand) . |
| 23 | 12mm Cement plaster of mix 1:4 ( 1 cement : 4 coarse sand) . |
| 24 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm. |
| 25 | 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. |
| 26 | 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. |
| 27 | Supply and Dumping stone excluding cost of stones in horizontal on level. |
| 28 | supply and placing in position of coal of size not less then 14mm including all carriages complete Job. ( as per direction of Engineer incharge). |
| 29 | Supplying, filling , spreading and leveling coarse sand of size range 1.5 mm to 2 mm, in recharge pit in required thickness over the gravel layer, for all leads and lifts all complete as per direction of Engineer-in-charge. |
| 30 | Supplying, filling, spreading and leveling gravels of size range 5 mm to 10 mm, in recharge pit over the existing layer of boulders, in the required thickness for all leads and lifts all complete as per direction of Engineerin-charge. |
| 31 | 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 80mm dia. |
| 32 | 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 100mm dia. |
| 33 | Providing v-screen sheet at intake chamber including making holes and required shape, fixing, placing etc. including all carriages complete job. |
| 34 | Providing and fixing of CI Sluice Valve with C.I. wheel of approved quality as per BIS specifications 100 mm nominal bore. |
| 35 | Providing and fixing of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 80mm dia |
| 36 | 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. |
| 37 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work. |
| 38 | Providing & making Gabion structure with Mechanically Woven DoubleTwisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter3.0mm, mechanically edged/selvedged with partitions at every 1m intervaland shall have minimum 10 numbers of openings per meter of meshperpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction ofEngineer-in-charge. |
| 39 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 40 | Dry random rubble masonry with hard stone in foundation and plinth without bond stone. |
| 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, fitting of pipes to be tied with the anchor blocks with steel rope 10mm dia,12mm dia, 16mm dia required dia as per condition of site Engineer, including all carriages complete job. |
| 42 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 100 mm dia Ductile Iron Class K - 9 Pipes. |
| 43 | Providing & laying of HDPE Pipe Complete with Fittings excluding cost of trenches & refilling etc 90 mm dia (PE80-PN16) . |
| 44 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth & lead upto 50 m and lift upto 1.5 m. |
| 45 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost ofrubber gasket. 100 mm dia pipes. |
| 46 | Providing and laying D.I. Specials of Class K-12 suitable for push-onjointing as per IS : 9523 Upto 600 mm dia. |
| 47 | Providing and fixing G.I. Union in G.I. pipe including cutting andthreading the pipe and making long screws etc. complete (new work) 65 mm nominal bore |
| 48 | Providing and fixing C.I. double acting air valve of approved qualitywith bolts, nuts, rubber insertions etc. complete (The tail pieces, tapersetc. if required will be paid separately).50 mm dia. |
| 49 | Providing and fixing C.I. double acting air valve of approved qualitywith bolts, nuts, rubber insertions etc. complete (The tail pieces, tapersetc. if required will be paid separately).100mm dia. |
| 50 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajriand labour required.Bituminous portion |
| 51 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajriand labour required. Water bound macadam. |
| 52 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to siteby tippers, laid over a previously prepared surface with paver finisherequipped with electronic sensor to the required grade, level and alignmentand rolling with smooth wheeled, vibratory and tandem rollers as perspecifications to achieve the desired compaction and density, complete asper specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumenof grade VG-10 @ 3.5% (percentage by weight of total mix) preparedin Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 53 | Providing and laying Seal coat of Premixed fine aggregrate with butmin usung 128 kg of bitmun of grade VG- 10 bitmun per cum of finr Aggregrate and 0.60 cum of fine Aggregrate per 100 sqm of road surface including rolling and finishing with road all complete |
| 54 | Carriage of DI pipes (Including loading unloading & stacking as per direction of Engineer Incharge ) by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km & 01 Km by manual means. |
| 55 | Carriage of HDPE pipes (Including loading unloading & stacking as per direction of Engineer Incharge ) by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km & 01 Km by manual means. |
| 56 | Carriage of Cement & steel by Mechanical Transport (Including loading unloading & stacking as per direction of Engineer Incharge ) from nearest market place (To be identified by engineer in charge) to road side of work at an average distance of 09 km. |
| 57 | Carriage of Cement 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 1000 mtrs |
| 58 | Carriage of Steel 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 1000mtrs. |
| 59 | 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 30 km. |
| 60 | Carriage of Sand & 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 1000mtrs |
| 61 | Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and organic matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir 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 300 km. & 100 mtr |
| 62 | Carriage of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers 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 300 Km and 0.10 Km by manual means. |
| 63 | 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. |
| 64 | Providing corrugated G. S. sheet roofing including vertical/curved surfacefixed with polymer coated J or L hooks, bolts and nuts 8mm diameter withbitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch inhorizontal/vertical or curved surface)excluding the cost of purlins, raftersand trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2 Please Enable Macros to View BoQ information |
