Sump and Pump room and water supply works - Cusat lake side campus.

Amount

SUMP AND PUMP

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

Supply, Driving ,installation and retrieving of sheet piling system with welding as required for achieving the required depth of penetration into the soil strata for shoring of excavation. Only exposed area of sheet pile will be measured. Design of sheet piling system shall be submitted by the contractor and got approved by Engineer-in-Charge before driving. The rate shall include conveyance of all materials, hire charges , labour charges etc. complete at all levels.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

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

Filling with contractor's own 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 up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

Carriage of materials by mechanical transport including loading,unloading and stacking beyond 50 m initial lead up to 1km, including all lifts involved as directed by the Engineer-in-Charge.Excavated Earth/ rock.

Soling with soling stone of size 150 to 75 mm brokenstone and blinding materials, including hand packing and wedging them tightly so that the whole is formed as a solid mass, spreading blinding material in 12mm thick layers and sweeping the same to fill the voids,watering profusely and consolidating with hand rammer/ plate vibrator etc complete as per the direction of Engineer-in - Charge.

Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Providing and laying in position machine batched, machine mixed and machine vibrated design mix M-30 grade cement concrete for reinforced cement concrete 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 proportion (as per IS 9103) to accelerate,retard setting of concrete to improve workability without impairing strength and durability as per direction of Engineer-in-Charge .(Note :- Minimum Cement content considered in this item is @ 340 kg/cum. Additional cement requirement as per mix design shall be considered by the bidder while quoting ,nothing extra shall be paid on this account) All work upto plinth level.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix M-30 grade cement concrete for reinforced cement concrete 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 proportion (as per IS 9103) to accelerate,retard setting of concrete to improve workability without impairing strength and durability as per direction of Engineer-in-Charge .(Note :- Minimum Cement content considered in this item is @ 340 kg/cum. Additional cement requirement as per mix design shall be considered by the bidder while quoting ,nothing extra shall be paid on this account) All work above plinth level upto floor V level.

Providing ,hoisting and fixing upto floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, slabs,brackets etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete but excluding the cost of reinforcement with design mix cement concrete of M-30 grade conforming to IS 456 or IS 10262.(Note :- Minimum Cement content considered in this item is @ 340 kg/cum. Additional cement requirement as per mix design shall be considered by the bidder while quoting, nothing extra shall be paid on this account)

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

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

Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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

Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

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

Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

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

Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness

Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC/ Aluminium sliding window with necessary screws etc. complete.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover

Supplying and fixing C.I. cover with frame for manholes :600x600 mm square C.I. cover (light duty) the weight of the cover to be not less than 32 kg. Complete all works including cost and conveyance of all materials, all labour charges,lead, lift, sundries, etc., complete. as directed by the Engineer- in-Charge

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design

4Steel 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

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide P A 6 grade sleeve, including drilling of hole in frame, concrete/masonry, etc. as per direction of Engineer-in-charge.10 x 80 mm

Providing and fixing ball bearing for rolling shutters.

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete

12 mm thick flooring with concrete hardener topping, layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, the cost of nosing of steps etc. complete

Cement plaster askirting upto 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement .18 mm thick

6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

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

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:1:3 ( 1 Cement : 3 fine sand)

Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.

Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all Complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.

Providing and laying PVC membrane waterproofing system in horizontal plane including adjustment layer to take up any surface irregularities of the substrate, in order to avoid any imperfections or foreign particles damaging the waterproof layer. It shalll composed of geotextile, weight of 300 g/m2, laid in dry conditions with edge overlap of 10/15 cm. Synthetic membrane of plasticized PVC, 2mm thick of approved manufactor shall conform to the physical and chemical properties such as: Elongation at break (300%) ASTM D412 ISO 527-3 or equivalent, Ultimate Tensile Strength (> 17 N/mm²), Puncture resistance (> 1200N) ASTM D412 or equivalent, Hydrostatic pressure Waterproof BSEN 12390 resistance (6 hours at 5 bar) or equivalent. Double seam welding of PVC waterproofing membrane joints pressure tested to 2 bars of 10 minutes the waterproofing project to be divided into sectors if required and it is composed of shaped joints of PVC and it is welded to the existing waterproof liner. The rate shall be inclusive of providing and laying protection layer of non-woven 300 gsm geo-textile membrane over the laid PVC waterproof membrane system, followed by a cement mortar screed of 50 mm thick over the top layer of geotextile membrane to facilitate the placing and tying of reinforcement bars of raft and all pressure release mechanism etc complete as directed by the Engineer-In-Charge.

Providing and Iaying PVC membrane waterproofing system over the vertical side for retaining wall. Installing geotextile of 300gsm as correction layer, over the vertical side of the wall, before installation PVC membrane 2mm thick of approved manufactor shall conform to the physical and chemical properties such as: Elongation at break (300%) ASTM D412 ISO 527-3 or equivalent, Ultimate Tensile Strength (> 17 N/mm²), Puncture resistance (> 1200N) ASTM D412 or equivalent, Hydrostatic pressure Waterproof BSEN 12390 resistance (6 hours at 5 bar) or equivalent on vertical side, providing and fixing suitable arrangement for fixing mechanically onto the vertical wall to hold the membrane in vertical position against sagging due to self weight of the membrane and without damaging the PVC membrane and providing and Installing 2mm thick synthetic membrane of plasticized PVC with double seam welding ofPVC waterproofing membrane joints and pressure testing of the same to 2 bars up to 10 minutes and with compartmentalisation by welding PVC water stop with welding fins at all construction joints and at strategic locations to make a compartment of 200 sqmtrs pre installed with required number of injection flanges in every compartment fitted with inlet / outlet pipe and surface access box. The cost shall include the cost for providing and Installing a minimum protection layer of 300gsm or 25mm thick EPS protection boards over the vertically installed PVC waterproofing membrane, on the vertical face of the retaining wall to act as a protection layer against backfill and all pressure release mechanism etc complete as directed by the Engineer In Charge.

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.

WATTER SUPPLY

Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials, labour charges, making good the walls etc complete as directed by the Engineer in Charge. 65mm

Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 100mm

Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 150mm

Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 80mm

Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 100mm

Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 150mm

Supplying, laying, jointing and hydrostatically testing ISI marked HDPE pipes of 90mm dia 10 kg/cm2 conforming to as per IS 4984,1985 PE-100 including all fittings and specials such as tees, elbows, bends, reducers, end caps, saddles, plugs,coupling, MTA , all types of pipe supports etc.including cost of all jointing materials, bolts, nuts, rubber washers, ferrule, pipe supports, hire of tools, cost for conveyance of water for testing, etc. complete so as to withstand the internal design pressure of 10 kg/cm2 -Exposed

Supplying, laying, jointing and hydrostatically testing ISI marked HDPE pipes of 90mm dia 10 kg/cm2 conforming to as per IS 4984,1985 PE-100 including all fittings and specials such as tees, elbows, bends, reducers, end caps, saddles, plugs,coupling, MTA , all types of pipe supports etc.including cost of all jointing materials, bolts, nuts, rubber washers, ferrule, pipe supports, hire of tools,trenching and refilling, cost for conveyance of water for testing, etc. complete so as to withstand the internal design pressure of 10 kg/cm2 External works

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore

Providing and fixing gun metal non-return valve of approved quality (screwed end):80 mm nominal boreHorizontal

Supplying and fixing of CI submersible sewage pump etc complete with motor, base plate,pressure gauge and all accessories and working with 415V, 3ph and 50 Hz frequency,Capacity:7 m3/hr, Head:10metres

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

Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreVertical

Supplying, laying, jointing and hydrostatically testing ISI marked HDPE pipes of 50mm dia 10 kg/cm2 conforming to as per IS 4984,1985 PE-100 including all fittings and specials such as tees, elbows, bends, reducers, end caps, saddles, plugs,coupling, MTA , all types of pipe supports etc.including cost of all jointing materials, bolts, nuts, rubber washers, ferrule, pipe supports, hire of tools, cost for conveyance of water for testing, etc. complete so as to withstand the internal design pressure of 10 kg/cm2 -Exposed

Providing and fixing CI vent cowl as directed by the Engineer in Charge at all levels 80 mm dia

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall40 mm nominal outer dia pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50 mm nominal outer dia pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work50 mm nominal outer dia pipes

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore

Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal boreHorizontal

Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal

Supplying and fixing GM foot valve with all accessories including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer -in - charge at all levels. 50 mm

Supplying and fixing of centrifugal pump, with CI construction, CI impeller, mechanical seal, complete with motor, base plate, foundation bolts, nuts, pressure gauge and all accessories. and working with 415V, 3ph and 50 Hz frequency including cost and conveyance of all materials, labour charges etc complete as directed by the Engineer in charge at all levels Capacity 10m3/hour,Head - 43m

Providing and fixing CI Y type strainer rating PN 10 complete with SS 304 filter screen of 1mm Perforation X 24G flanged and connection, flanges etc.including cost and conveyance of all materials,labour etc. complete and as directed by Engineer-in-Charge 50mm 'Y' type strainer

Providing and fixing CI Y type strainer rating PN 10 complete with SS 304 filter screen of 1mm Perforation X 24G flanged and connection, flanges etc.including cost and conveyance of all materials,labour etc. complete and as directed by Engineer-in-Charge 40mm 'Y' type strainer

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):100 mm diameterClass II

Supplying and fixing CI Non return valve with all accessories including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer- in-Charge at all levels 100 mm nominal bore

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):150 mm diameterClass II

Supplying and fixing CI Non return valve with all accessories including cost and conveyance of all materials, labour charges etc complete as directed by the Engineer- in-Charge at all levels 150 mm nominal bore

Providing and fixing PVC pipes including jointing of pipes,fittings and specials with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 160 mm dia 6 Kgf/cm2

Providing and fixing PVC pipes including jointing of pipes,fittings and specials with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 110 mm dia 6 Kgf/cm2

Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes,fittings & specials with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall

Providing and fixing C.I. basket type dirt box strainer 50mm dia for bulk type water meter with nuts, bolts, rubber etc. complete conforming to IS : 2373 : including cost and conveyance of all materials, labour etc. complete and as directed by Engineer-in-Charge

Providing and fixing enclosed type water meter (bulk type) 50mm dia conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber etc. (The tail pieces if required will be paid separately) including cost and conveyance of all materials, labour etc. complete and as directed by Engineer-in-Charge

LABEEB MOHAMMED.T