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| 1 | 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 earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds 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 asdirected:All kinds of soil : |
| 3 | CEMENT CONCRETE (CAST-IN-SITU)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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | workability without impairing strength and durability as per direction of Engineer-in- charge. 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.All works upto plinth level |
| 5 | workability without impairing strength and durability as per direction of Engineer-in- charge. 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. All works above plinth level upto floor V level |
| 6 | 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) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Cold twisted bars |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 10 | Centering and shuttering including Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 11 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. |
| 12 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 13 | 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 and angle iron similar works.(25\\"x25\\"x3mm) |
| 14 | Providing and fixing of galvanised wire mesh of average width of apperture 1.4 mm and nominal dia of wire 0.63mm including fitting with necessary hinges and nut bolts/screws as per necessary at site complete job. |
| 15 | Providing and fixing 32mm dia G.I Pipe for Ralling. |
| 16 | Supply and placing in position of coal of size not less than 14mm including carriage upto site of work (market rate).(To be paid as per actual) |
| 17 | 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. Sand |
| 18 | Supplying, filting, 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. Aggregate |
| 19 | Providing and fixing of CI Sluice Valve with C.I. wheel of approved quality as per BIS specifications 80 mm nominal bore. |
| 20 | Extra for providing and mixing water proofing material impermo or equivalent in cement concrete work @ 1kg/50 kg of cement. |
| 21 | Fixing Gl pipes complete with Gl fittings exc. Trenching and refilling (externalwork) 80mm dia. Medium nominal bore for washout/delivary main/welded with M.S plate 1.25mm thick 150*150 mm size etc. complete exc. c/o pipes. |
| 22 | Laying and fitting of G.I pipe (all classes) complete including cost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 80mm dia. |
| 23 | CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: ( 1 cement : 4 fine sand) |
| 24 | EXTERIOR FINISHINGFinishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 25 | Providing v-screen sheet at intake chamber including making holes and required shape, fixing, placing etc. (Complete job) |
| 26 | Providing hoisting and fixing upto floor v level precast RCC in reinforcement with 1:1.5:3 20mm nominal size agg. Lintel, beams and bressumers including setting in cement motar 1:3, cost of required centring, shuttering and curring. |
| 27 | Providing and fixing steel wire rope of approved quality, including supplying, cutting, threading, clamping with suitable U-clamps, eye bolts, turnbuckles, thimbles, and alll necessary fittings complete in all respects as per specifications and directions of Incharge Engineer 16mm dia. |
| 28 | Welding, including transportation of plant at site etc. completeBy gas plant |
| 29 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. lead upto 50 m and lift upto 1.5 m. |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (L). |
| 31 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (M). |
| 32 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (L). |
| 33 | Providing and fixing HDPE pipes complete with fittings excluding trenching and refilling etc. (external work) 75mm dia. nominal bore .(PN-10,PE 100 and IS 4984:2016. |
| 34 | Carriage of Cement from nearest Market to site of work Av. 02 Km by Mechanical Transport |
| 35 | Carriage of Cement from nearest Market to site of work Av. 10 Km by Mechanical Transport and 500 mtr by Manual Means. |
| 36 | Carriage of Steel from nearest Market to site of work Av. 02 Km by Mechanical Transport |
| 37 | Carriage of Sand from source to site of work Av. 122 Km by Mechanical Transport . |
| 38 | Carriage of Sand from source to site of work Av. 130 Km by Mechanical Transport and 500 mtr by Manual Means . |
| 39 | Carriage of Stone Aggregate 20mm Nominal Size from source to site of work Av. 12 Km by Mechanical Transport . |
| 40 | Carriage of Stone Aggregate 20mm Nominal Size from source to site of work Av. 20 Km by Mechanical Transport and 500 mtr by Manual Means. |
| 41 | Carriage of Sand consisting of inert and d 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.and stone aggregate upto 20mm from source (to be Identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading for an av, distance of MT 135km. |
| 42 | Carriage of graded stone agg. (Filter Media) of size 1.0-1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge)including cost for loading and unloading for an av. distance by mechanical transport MT 135 Km |
| 43 | Carriage of indigenous anthracite coal (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by Mechanical Transport 135 Km |
| 44 | Carriage of G.I Pipe from Jammu to site of work Av. 150 Km by Mechanical Transport and 700 Mtr by Manual Means . |
| 45 | Carriage of HDPE Pipe from Jammu to site of work Av. 150 Km by Mechanical Transport and 700 Mtr by Manual Means . Please Enable Macros to View BoQ information |
