Augmentation of water supply scheme Thathri Town incl. Operation and Maintenance of scheme for 05 Years under AMRUT 2.0

Amount

Carriage of G.I pipes from Jammu to road site of work average distance 210 kms by M.T.

Carriage of G.I pipes from road side to site of work by manual labor for an average distance of 0.50 Km.

Earth work in excavation by manual means in trenches for foundations, 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 , depth up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be leveled and neatly dressed. A.K.OS

Earth work in excavation by manual means in trenches for foundations, 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 , depth up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be leveled and neatly dressed. Ordinary rock of earth work.

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65mm dia nominal bore.

50 mm dia. nominal bore

40 mm dia. nominal bore

32 mm dia. nominal bore

25 mm dia. nominal bore

20 mm dia. nominal bore

15 mm dia. nominal bore

Returning/refilling the available excavated soil as required in layers not exceeding 20 cm in depth excluding consoilidation each deposited layer by ramming, watering etc.

Cutting/ welding with gas/ electric plant including Transportation of plant at sites of work. Circumference of 150mm dia pipe = 3.14X16-50.24Cm

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50mm dia nominal bore

65 mm nominal bore

80 mm nominal bore

Providing and fixing of household connection (Detailed of work as per appendix attached)

Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 15.2.1 1:3:6 or richer mix (i/c equivalent design mix)

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles above 25 mm and upto 40 mm.

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :

Earth work in bulk excavation by mechanical 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. All kinds of soil

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

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.

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

Carriage of HDEP pipes from Jammu to road site of work average distance 210 kms by M.T.

Carriage of HDEP pipes from road side to site of work by manual labor for an average distance of 0.50 Km.

Earth work in excavation by manual means in trenches for foundations, 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 , depth up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be leveled and neatly dressed. A.K.OS

Earth work in excavation by manual means in trenches for foundations, 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 , depth up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be leveled and neatly dressed. Ordinary rock of earth work.

Earth work in excavation by manual means in trenches for foundations, 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 , depth up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be leveled and neatly dressed. Hard Rock (Blaster Prohibited)

Providing, Laying & fitting of HDEP Pipes) complete with all G.I fittings Viz (Bends, Reducers, Elbows etc.) excluding trenching and refilling etc. 110mm dia

HDEP 90 mm

HDEP 75 mm

Returning/refilling the available excavated soil as required in layers not exceeding 20 cm in depth excluding consoilidation each deposited layer by ramming, watering etc.

Earth work in bulk excavation by mechanical 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. All kinds of soil

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

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

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone

Carriage of stone form nerast source to site of work at an avg distance of 0.50 KM by H/L

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Earth work in bulk excavation by mechanical means 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. All kinds of soil

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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)

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)

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

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Suspended floors, roofs, landings, balconies and access platforms

Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide

CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand)

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

Cover L.D. Rectangular 455x610mm with frame

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. All kinds of soil

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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)

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)

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

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Suspended floors, roofs, landings, balconies and access platforms

Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide

CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand)

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

Cover L.D. Rectangular 455x610mm with frame

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. All kinds of soil

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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. 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

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. 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

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

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

Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC

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

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

Extra for shuttering in circular work 20%

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Extra for shuttering in circular work 20%

Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Extra for shuttering in circular work 20%

Arches, domes, vaults upto 6 m span

Extra for arches, domes, vaults exceeding 6 m span

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.

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Cement concrete flooring 1:2:4 (1cement: 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. 50 mm thick with 20mm nominal size stone aggregate.

CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 13.1.1 1 : 4 ( 1 cement : 4 fine sand)

Extra for shuttering in circular work

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone

Carriage of stone form nerast source to site of work at an avg distance of 01 KM by H/L

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)

Providing and fixing of PGI sheet lump sump

Earth work in bulk excavation by manual/mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge.

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. All kinds of soil

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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. 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

Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC

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. 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

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

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

Suspended floors, roofs, landings, balconies and access platforms

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide

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.

Providing and fixing G.I. pipes complete with G.I. fittings for Railing 32 mm dia. nominal bore

Supply and placing in position of filter sand consisting of inert and durable sand grains of clay loams and organic matter of effective size of 0.25 mm to 0.35 mm with uniform coficianrt of 3.00 to 5.00 from Ganderbal Kashmir

Providing stacking and filling of Gradded stone Agg.

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore

80 mm dia. nominal bore

Providing and fixing of sluice valve confirming to IS:780 read with upto date ammendments standard make means for pipe gallery in filter beds required to poerated from operating planteform hight 4.5m,hence suitable opearation to be provided the job includes,providing and fixing fubrication of tail pieces as per site requirements including nuts, bolt, rubber, insertions the sluice valve shoud be fitted with extersion rod pedstais etc. Filter bed inlet & outlet and sludge clearance. 100 mm

Painting on G.S sheets with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Carriage of Material from nearest source to road side of work for an avg. Disttance 05 Km by Mechanical Transport Cement

Steel

Carriage of Material from nearest source to road side of work for an avg. Disttance 20 Km by Mechanical Transport Sand

Agg. 20 mm

Agg. 40 mm

Carriage of Material from nearest source to road side of work for an avg. Disttance 0.50 Km by Head Load Cement

Steel

Agg. 20 mm

Agg. 40 mm

Cost for 16 mm Guy Steel wire rope including Carriage & Fitting

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.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 350 Km

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.and stone aggregate upto 20mm from source to site of work/dumping place including cost for loading and unloading.for an av. distance of H/L 0.5Km

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 20Km

arriage 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 and H/L 0.5Km

Carriage of Cole Steam from division head quarterf 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 287 Km

Carriage of Cole Steam from division head quarterf 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 H/L 0.5 Km

Operation and Maintenace Cost of scheme for 5 years (after completion of Defect Liability period) complete in all repects by maintaining all the instruments during warranty period and maintenance period for 5 years with replacement/repair of all damaged or non functioning units /Components incl accessories. Ist YEAR

2nd YEAR

3rd YEAR

4th YEAR

5th YEAR

Supply of liquid cholorinator dosing pump alongwith allied work and supply of hypochlorite solutions in drums suitable capacities for 12 months requirement 01 No.

Bulk Flow meter 100mm.

CEEKAY EPC PROJECTS PRIVATE LIMITED