IMPROVEMENT AND AUGMENTATION OF WATER SUPPLY SCHEME RAYA SUCHANI UNDER JAL JEEVAN MISSION

Amount

Construction of Deep Drilling, Development and stablization of Tube Well by Direct Rotary Method at Raya Suchani (2 Nos.) (Discharge of t/well 5000 GPH of each ) (Turn key Basis) Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper tending for installation of machinery.

Drilling of gravel packed bore hole of 530 mm diameter for lowering of liner assembly consisting of blind and strainer pipes of 300/250/200 mm dia mts in all types of strata by drilling to suite requirements and conditions. The work excludes cost of blind pipe and strainer pipe upto the depth of 250 mtrs From G.L to 200 meters below BGL

From 200M to 300 M BGL

Providing of PEA shaped gravel as per IS-4097 of 1967 with latest amendments for gravel packing of tube well and shrouding during drilling and stabilization of tube wells

Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities.

Stablization and testing of bore well by way of V.T/ submersible pumpset as per IS Code- part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments pumpset till the clear potable water having discharge as per specification is yielded

Cost of ERW M.S Casing pipes 200 mm dia

Cost of ERW M.S Casing pipes 300 mm dia

Cost of slotting of ERW M.S Casing pipes 200 mm dia

Fabrication, providing / fitting of steel supporting structure for clamping

A) Pipe Works: Providing and fixing of 100 mm dia DI R/Main from proposed 20000 Glns Sump Tank-1 to Proposed 50000 Glns OHT at Raya and from Proposed 20000 Glns Sump Tank -2 to proposed 50000 Glns OHT at Suchani and from proposed 20000 Glns sump Tank-2 to proposed 20000 Glns GSR at Khoo Talab WSS Raya Suchani (Items Rate) E/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, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil

Providing and fixing of D.I pipes complete with cost of D.I pipes (k-9) / fittings / gate valves / sluice valve / flow meter on R/main & G/main / all types of pipe specials as per site requirement including handling of all type of carriages of material to the sites of work, interconnection at tapping point and delivery point with the exisiting system, (complete rate to be quoted by the Contractor) excluding trenching and refilling etc.

DI pipe (K-9) 100mm dia

Providing push on joints to centrifugally (Spun) Casst Iron pipes or Ductile Iron pipes including testing of joints and including the cost of rubber gaskets 100 mm dia

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Provision of cutting of pipes into required sizes and making interconnections including welding of joints (Turn key Basis)

B) Pipe Works: Providing and fixing of distribution system at spots under WSS Raya suchani (Items Rate) E/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, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil

Providing and fixing of GI pipes complete with cost of G.I pipes / fittings / gate valves / sluice valve on R/main & G/main / all types of pipe specials as per site requirement including handling of all type of carriages of material to the sites of work, interconnection at tapping point and delivery point with the exisiting system, (complete rate to be quoted by the Contractor) excluding trenching and refilling etc.

GI pipe 80mm dia (Light)

GI pipe 65mm dia

GI pipe 50mm dia

GI pipe 40mm dia

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Provision for cutting and restoration of road, drains and other allied works (Turn Key Basis)

Providing/ Installation of Household connections (Turn Key Basis)

Providing/ Installation of Flow meters (Turn key Basis)

Improvement & stablization of existing Rising Main (Turn Key Basis)

Construction of 30,000 Glns OHT at WSS Raya Suchani (02 Nos.) Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 0.30 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on "Turn Key Basis" at Raya Suchani under WSS Raya Suchani including providing and fixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. Bearing capacity of soil shall be conducted by the contractor and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu at his own cost and nothing extra shall be paid to him for the same ( Using M-25 design mix concrete)

Construction of 20000 Glns capacity Sump Tank at WSS Raya Suchani (3 Nos.) (Items Rate) E/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, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil.

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

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)

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level (Bed Slab+ Gola)

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works above plinth level upto floor level V (Walling, beams)

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 upto plinth level Thermo -Mechanically Treated bars of grade Fe-500D or more

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

Extra for shuttering in circular work (20% of respective centering and shuttering

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 (20% of respective centering and shuttering

Centring 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% of respective centering and shuttering

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

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

12mm cement plaster of mix :1:4 (1cement: 4 coarse sand)

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

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

Providing and in corporation during concerting GP Sheet strips for water seal at construction joint

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

Providing and fixing PVC, bends 80mm dia

Providing and fixing of CI man hole cover with frame (LD) (0.61 x 0.45M) Size.

Providing and fixing of G.I pipe of 80mm dia for inlet, outlet an washout G.I pipe 80mm dia

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

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Fabrication of 80mm dia GI bends welded with MS plates including fixing for outlets and washout etc.

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 etc. as required in grating frames, guard bar, ladders, railing, brackets gates and similar.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Electrical Works: WSS Raya Suchani (Turn key Basis) Creation of 250 KVA Electrical sub station (02 Nos.) (Transformer level-II)

Mechanical Works: Proposed T/Well station at Railway Track 1 and 2 WSS Raya Suchani (Turn Key Basis) Procurement, Installation, testing and commissioning of 6000 GPH x 100 mtrs. head submersible pumpsets (01 no. working + 01 no. standby) along with other allied works

Procurement , installation, testing and commissioning of 8000 GPH x 150 mtrs. Head HC pumpsets (01 no. working + 01 no. as standby) along with allied electro mechanical works.

Design, fabrication, installation, testing & commissioning of fully automatic LT Control panel for subersible pumpset along with allied works.

Design, fabrication installation, testing & commissioning of LT Control panel for HC pumpsets along with allied works

Procurement, Installation, testing & commissioning of 100 KVA Servo voltage stablizer along with allied works

Design, fabrication, Installation, testing & commissioning of 5 ton capacity winch machine for extraction/ lowering of submersible pump set.

Civil Works: (Items Rate) Construction of Pump Room Building cum Tube well For WSS Raya Suchani (02 Nos.) E/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, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil

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

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)

Dumping and supply of stone in Horizontal on level

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

Reinforcement 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 (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 upto plinth level Thermo -Mechanically Treated bars of grade Fe-500D or more

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 : Suspended floors, roofs, landings, balconies, door lintels, window lintels and access platforms.

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

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 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 angles 40x40x6mm 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

Cement plaster (in coarse sand) 12mm Cement plaster of mix: 1:6 (1 cement: 6 coarse sand)

15mm Cement plaster of mix: 1:6 (1 cement: 6 coarse sand)

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

Providing and fixing Glass strips in joints of terrazzo/ cement concfete floors. Glass strips 40 mm wide and 4mm thick

10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 ( 1 cement: 3 fine sand) mixed with 2 % of integral water proofing compound by weight of cement and finishing neat. With machine moulded Common burnt clay (Non modular) brick tiles of class designation 10.0

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.

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

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

White washing new work (three or more coats) with lime to give an even shade

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Brick from klin to site of work by M.T 15 km.

Carriage of tiles from klin to site of work by M.T 15 km.

Provision of Electric fitting

Provision for Angular stairs

Construction of Compound wall around the civil structure at WSS Raya Suchani (Length 103.60 mtrs.)(Items Rate) E/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, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil

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

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) with 20 % boulders

Dumping and supply of stone in Horizontal on level

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

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

Half brick masonry with common brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement 4 coarse sand) Parapit

Extra for Half Brick work masonry in superstructure above plinth level upto floor V level

15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:6 ( 1 cement : 6 coarse sand) wall with plinth

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

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 10 km.

Carriage of Brick from klin to site of work by M.T 5 km

Providing and fixing of Iron Gate

M/s cee kay Traders

MARUTHI ENGINEERING CONTRACTORS