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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1mtr. for cutting edge. |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. inlayer not exceeding 20cm in depth consolidation and disposal extra excavated material/mulba at any near by available dumping site |
| 3 | Laying & fitting of New Pipelines of Galvanised Iron pipe including labour for jointing includingfitting of GI specials of as per IS specifications including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge:a) GI pipe 50mm dia(Light) nominal bore |
| 4 | b) GI pipe 40mm dia(Light) nominal bore |
| 5 | c) GI pipe 32mm dia(Light) nominal bore |
| 6 | d) GI pipe 25mm dia(Light) nominal bore |
| 7 | e) GI pipe 20mm dia(Light). nominal bore |
| 8 | f) GI pipe 15mm dia(Light) nominal bore |
| 9 | Providing and fixing of gun metalgate valve as per BIS specifications:a) 50mm dia |
| 10 | b) 65mm dia |
| 11 | 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. complete:a) 25 to 40 mm nominol bore |
| 12 | Installation of Functional House Tap Connection; the work shall consist of laying and fitting of requisite pipes and fittings,providing andfitting brass furrule,brass bib cock which shall be as per IS: specifications including boring and taping the main G.I. pipe lineall as approved by Engineer-in-charge. |
| 13 | Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. (medium) nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150 x 150 mm size etc. complete excluding cost of pipe. |
| 14 | Carriage ofG.Ipipes from District/Divisional stores by Mechanical Transport to road side of work including cost for loading and unloading and stacking:a) Average distance 25 Km |
| 15 | Carriage of G.Ipipes from dumping place (to be identified by engineer in charge) to site of work including loading and unloading by manual means:a) Average distance 2000 m |
| 16 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/by mechanicalmeans including stacking(for reuse over item 03 of this BOQ)of pipes within 50 meters lead as per direction of Engineer-in-charge:a) 15mm to 40mm nominal bore |
| 17 | Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in:a) All kind of soil |
| 18 | b) Ordinary rock |
| 19 | Proviiding and placing of filter media, bricks, stone agg. 40mm nominal size, stone agg. 20mm nominal size, boulders 40mm to 63mm nominal size and filter media 4mm to 7mm including collection of stones, filling around the filter media, stone pitching on slopes for proper drainage of water, diversion of surface water including disposal of surplus earth, making of interconnection by way of fixing valves, v-screen pipes, GI pipes and other special fittings including material cost and labour (complete job)in slow sand filteration plants. (500 GPH-01 Nos) |
| 20 | Supply and placing in position sand from Ganderbal Kashmir (filter media)and commissioning of water filtration gallaries including all types of carriages leads and lifts. |
| 21 | 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 (Crusher) including curing complete |
| 22 | 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 including curing , improve workability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. a) All works upto plinth level |
| 23 | b) All works above plinth level upto floor V level |
| 24 | Providing and laying in position machine batched and machine mixed design mix M-30 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 including curing , improve workability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.a) All works upto plinth level |
| 25 | b) All works above plinth level upto floor V level |
| 26 | Providing and laying in position specific grade cement concrete including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggr. 20mm nominal size). .including curing |
| 27 | Providing andlaying in position specified grade of RCC excluding the cost of centering and shutttering, finishing and reinforcement all works upto plinth level in 1:2:4 mix (1 cement: 2 coarse sand :4 Graded stone aggregate 20mm nominal size) .including curing |
| 28 | Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth levelTMT bars.Fe 500. |
| 29 | Providing & laying in position cement concrete of specified grade excluding the cost ofcentring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20MM nominal size (Crusher) .including curing |
| 30 | Suplly of Stones in horizontal on level |
| 31 | Dumping stones in Horizontal on level |
| 32 | Centring and shuttering including strutting, propping etc.and removal of form work for:Foundation, footings, bares of column etc. for mass concrete. Note: Extra for centring and shuttering shall be paid @ 20% in case of circular work of the respective centring and shuttering item. |
| 33 | Walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses . Note: Extra for centring and shuttering shall be paid @ 20% in case of cicular work of the respective centring and shuttering item. |
| 34 | Lintels, beams, plinth beams, girders, bress umers & cantilevers.Note: Extra for centring and shuttering shall be paid @ 20% in case of cicular work of the respective centring and shuttering item. |
| 35 | Arches domes, valuts upto 6.0m span. |
| 36 | Edges of slabs and breaks in floors and walls (under 20cm wide) Note: Extra for centring and shuttering shall be paid @ 20% in case of cicular work of the respective centring and shuttering item. |
| 37 | Proividing & fixing 1mm thick M.S. steel door and (Manhole cover) with frame of 40X40X6mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including a priming coat of approved steel primer using flats 30X6mm for diagonal braces |
| 38 | Steel work welded in built up sections / framed work incl. cutting hoisting, fixing in position & applyinga priming coat of approved steel primer using structural steel etc., as regd. In stringers, gratings frames Guarded Bars, Ladders, Railing (brackets Gates & similar works) |
| 39 | 12mm thick cement plaster with neat coat of cement in 1:3 mix (1 cement : 3 coarse sand). .including curing |
| 40 | 12mm thick cement plaster of mix 1:4 (1 cement : 4 coarse sand). .including curing |
| 41 | Providing & mixing water proofing material \"impermo\" or equivalent in cement concrete work @ 1kg/50kg of cement. |
| 42 | 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, stripe area (excluding laps) to be measured (width upto 20cm) |
| 43 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement, 3coarse sand, 6graded stone aggregates 20mm nominal size) over 75mm bed of dry bricks ballast 40mm nominal size well rammed and consolidated and Grouted with fine sand including finising the top smoothand curing complete |
| 44 | Finishing walls with water proofing cement paint of approved brand & manifacture to give an even shade. New work (Two or more coats applied @ 3.84 kg/10 Sqm. |
| 45 | Providing ofsigned boards of water supply schmesincluding carriages and all respect (8x6 feet size) of angle frame of size 50x50x6mm and PBI sheets 1.25mm thick |
| 46 | Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 5 km. a) Average distance 15 Km |
| 47 | Carriage of Soling stone/ boulders by Manual means from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 50 mtr.a) Average distance 2000 m |
| 48 | Carriage of Sand gravel 03 mm to 39mm by Mechanical Transport from source (to be identified by engineer in charge) toroadside of work including cost for loading and unloading.for an av. distance of:a) Average distance 25 Km. |
| 49 | Carriage of Sand gravel 03 mm to 39mm by Manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading:a) Average distance 1000 m |
| 50 | Carriage of Sand gravel 40mm to 65 mm by Mechanical Transport from source (to be identified by engineer in charge) toroadside of work including cost for loading and unloading.for an av. distance of:a) Average distance 25 Km |
| 51 | Carriage of Sand gravel 40 mm to 65 mm by Manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading:a) Average distance 1000 m |
| 52 | Carriage ofsand (filter media) by Mechanical Transport from Ganderbal(to be identified by engineer in charge) to roadside of work including cost for loading and unloading.for an av. distance of:a) Average distance 300 Km |
| 53 | Carriage of sand (filter media) by Manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading:a) Average distance 1000 m |
| 54 | Carriage ofstone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading:a) Average distance 25 Km |
| 55 | Carriage of stone aggregate (Crushed) upto 20 mmby Manual means from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 50 mtr. a) Average distance 1000 m |
| 56 | Carriage of Cement/steelfrom nearest vendor (to beidentified by Engineer in Charge) by Mechanical Transport to site of work including cost for loading and unloading:a) Average distance 35 Km |
| 57 | Carriage of Cement from dumping site to site of work including loading and unloading by Manual means:a) Average distance 1000 m |
| 58 | Carriage of Steel to site of work including loading and unloadingby Manual means:a) Average distance 1000 m |
