Balance work for Construction, Testing and Commissioning of Dug well, Pump room, 5000 GPH Slow Sand Filtration Plant, 20000 Gallons Sump Tank and Compound Wall along with allied works

Earth work in bulk excavation by manual means 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

Earth work in bulk 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 soils.

Extra rates for quantaties of earth works executed in or under water and/or liquid mud, including pumping out water as required, shall be @ 20% of the rate of the item . The unit namely ,meter depth to be considered for payment shall be the depth measured from the sub soil water level uptothe center of gravity of the quantity executed in these difficult conditions. The depth shall be reckoned correct to 0.1 meter, 0.05 meteror more shallbe taken as 0.1meter and less than 0.05 meter ignored.The extra percentage rate is applicable in respect of each item but limited to quantaties of work executed in these difficult conditions . 1st lift of 1 mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions per mtr depth .

2nd lift of 1 mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions.per mtr depth.

3rd lift of 1 mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions per mtr depth .

Extra for additional lift of 1.50 mtr or part thereof in excavation / banking excaveted or stacked material in all kind of soil. (6th lift)

Supply and placing in position of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir for slow sand filteration plant

Providing, stacking and Filling 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 indentified by Engineer Incharge for slow sand filteration plant.

Providing and fixing of G.I pipes complete with G.I fittgings excluding trenching and refiling etc. complete as per the directions of the engineer in charge.100 mm dia (M)

Providing and fixing of G.I pipes complete with G.I fittgings excluding trenching and refiling etc. complete as per the directions of the engineer in charge. 80 mm dia (M)

Providing and fixing 100mm dia C.I. sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2)

Providing and fixing 80mm dia C.I. sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2)

Supply of stone in Horizontal on level

Dumping and filling of stone in Horizontal on level

Providing, stacking and Filling of graded stone agg. (Filter Media) of size 6-20m in four layers (Nallah) including carriage from source to be indentified by Engineer Incharge for Dugwell

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.)

Providing and laying in position cement concrete of specified grade including curing but excluding 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.)

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 20mm nominal size)using crushed stone agg.)

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 level Note: - 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.

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 level Note: - 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.

Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 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.

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 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete

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)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

Centring and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Extra for shuttering in circular work.

Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span

Extra for arches, domes, vaults exceeding 6 m span

Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls under 20 cm wide

Providing and fixing 32 mm dia G.I Pipe for railing

Providing and fixing 1mm thick M.S sheet door with frame of 40x60x6 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 M.S Flat 30x6mm for diagonal braces

Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel promer all complete. Fixed to steel windows by welding

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 similar works.

12mm thick Cement plaster or rough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 coarse sand)

12mm Cement plaster finished with a floating coat of neat cement of mix:: 1:3 ( 1 cement : 3 coarse sand)

Extra for plastering on circular work not exceeding 6m in radius: In one coat

Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement

Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S

Welding of M.S. Plate 1.25 mm thick 150 x150 mm size and G.I Bend etc. complete with G.I pipe 80 mm dia complete excluding cost of pipe for washout/ delivery main.

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. complete 40mm thick with 20mm nominal size stone aggregate

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia.

Carriage of Sand and stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 40.0KM.

Carriage of Sand and stone aggregate (Crushed) upto 20 mm by by Manual means from road side (to be identified by engineer in charge) to site of work (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 500 Mtrs

Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and orgamioc 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 by Mechanical Transport from source (to be identified by engineer in charge) to site of road side (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 485 KM.

Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from stone aggregate upto 20mm by Manual means from road side (to be identified by engineer in charge) to site of work (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 500 Mtrs.

Carriage of graded stone agg. (Filter Media) of size 1.0 - 1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage by Mechanical Transport 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 40 KM.

Carriage of graded stone agg. (Filter Media) of size 1.0 - 1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage by Manual means from road side (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 500 Mtrs.

Carriage of graded stone agg. (Filter Media) of size 6- 20mm in four layers (Nallah) including carriage by Mechanical Transport 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 40 KM.

Carriage of graded stone agg. (Filter Media) of size 6- 20mm in four layers (Nallah) including carriage by Manual means from road side (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 500 Mtrs.

Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 1.0 KM.

Carriage

of Bricks by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of Average 150 KM.

Carriage of Bricks by by manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 500 Mtrs..

Carriage of cement & steel from nearest market (as approved by Engineer in Charge)to road side by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 35KM.

Carriage of cement by manual means from road side (to be identified by Engineer in Charge) to site of work including cost for loading ,unloading & stacking for an av. distance of Average 500 Mtrs.

Carriage of steel by manual means from road side (to be identified by Engineer in Charge) by Head Load to site of work including cost for loading ,unloading & stacking for an av. distance of Average 500 Mtrs.

Provision of Electric fitting inculding under ground conduit pipes, wiring, steel boxes and switches for 4 No light points(internal) with holder and LED bulbs and external 4 Nos with halogen/Led lights (external grade) including Service line (Complete Job).

Carriage of Soling stone/ boulders by manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 3000 Mtrs.