NIT for Spl Repair and upgradation to existing water supply scheme at Chassad and Sect HQ Somsai

SCHEDULE `A' PART -I (REPAIR MAINT GI/PPR WATER SUPPLY PIPE LINE) HQ 10 SECT AR Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore for external work

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore for external work

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 20 mm dia nominal bore for external work

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore for internal work

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

Providing and fixing 65 mm nominal bore gun metal gate valve with C.I. wheel of approved quality (screwed end)

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

Providing and fixing 25 mm nominal bore gun metal gate valve with C.I. wheel of approved quality (screwed end)

Providing and fixing 20 mm nominal bore gun metal gate valve with C.I. wheel of approved quality (screwed end)

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete : 65 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete : 50 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete : 25 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete : 20 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete : 15 mm nominal bore

Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : Above 40 mm nominal bore

Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 15 mm to 40 mm nominal bore

Providing and fixing PN - 10 Pipe, 63 mm OD (SDR-11) 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Make : SFMC.

Providing and fixing PN - 16 Pipe, 25 mm OD (SDR - 7.4) 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Make : SFMC.

Providing and fixing PN - 16 Pipe, 20 mm OD (SDR - 7.4) 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Make : SFMC.

Providing and fixing 63 mm dia PP-R (Poly propylene Random copolymer) Union, complete as per direction of Engineer in Charge.

Providing and fixing 25 mm dia PP-R (Poly propylene Random copolymer) Union, complete as per direction of Engineer in Charge.

Providing and fixing 20 mm dia PP-R (Poly propylene Random copolymer) brass threaded Union, complete as per direction of Engineer in Charge.

Providing and fixing 75 mm dia PP-R (Poly propylene Random copolymer) Union, complete as per direction of Engineer in Charge.

Providing and fixing 75 mm dia PP-R (Poly propylene Random copolymer) brass threaded Gate valve, complete as per direction of Engineer in Charge.

Providing and fixing 63 mm dia PP-R (Poly propylene Random copolymer) brass threaded Gate valve, complete as per direction of Engineer in Charge.

Providing and fixing 50 mm dia PP-R (Poly propylene Random copolymer) brass threaded Gate valve, complete as per direction of Engineer in Charge.

Providing and fixing 25 mm dia PP-R (Poly propylene Random copolymer) brass threaded Gate valve, complete as per direction of Engineer in Charge.

Providing and fixing 20 mm dia PP-R (Poly propylene Random copolymer) brass threaded Gate valve, complete as per direction of Engineer in Charge.

Providing and fixing 75 mm dia PP-R (Poly propylene Random copolymer) socket, complete as per direction of Engineer in Charge.

Providing and fixing 50 mm dia PP-R (Poly propylene Random copolymer) socket, complete as per direction of Engineer in Charge.

Providing and fixing 63 mm dia PP-R (Poly propylene Random copolymer) socket, complete as per direction of Engineer in Charge.

Providing and fixing 63-50 mm dia PP-R (Poly propylene Random copolymer) Reduction Tee, complete as per direction of Engineer in Charge.

SCHEDULE `A' PART -II (3M HIGHT 1000 LTR CAPACITY WATER STORAGE IRON STAGING) HQ 10 SECT AR Excavating in post holes upto 0.5 cum including gettting out the escavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as direccted within a lead of 50 m and lift upto 1.5m. All kinds of soil.

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

M&L for steel staging with structural steel work, riveted, bolted or welded in built up section, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing 50mm long and 16mm dia bolts including nuts and washars complete.

Providing and fixing 300mm long and 16mm dia bolts including nuts and washars complete.

M/L for surface painting in two coats over one coat of red oxide on steel surface

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore

SCHEDULE `A' PART -III (REPAIR MAINT OF BRICK STAGING) HQ 10 SECT AR Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead - Wall portion

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) - for slab of staging

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform - Base & Sides

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 10mm

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

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

SCHEDULE `A' PART -IV (OVERHAULING/CHANGING OF FILTER MEDIA OF IRP 5000 GPH CAPACITY) HQ 10 SECT AR Cutting the vertical type Iron Removal Plant with pressure filter sheet for amking opening manhole of size 60 x 60cm by gas welding and getting out the filter media of any size and type including necessary arrangment for closing the manhole with MS flange with MS sheet cover plate made out of 12mm thick, rubber gasket, nut bolts and washers complete all as specified.

Cleaning the internal wall of Iron Removal Plant after removing the filter media by brushing with nylon brush using bleaching powder and cleaning the pipe holes complete all as specified

M&L for painting the internal wall of plant with double coat of Chlorinated rubber paint over one coat of Zinc Oxide as primer complete all as specified

M&L for gravals 20 x 12mm size of approved quality for the filter media complete all as specified

M&L for gravals 12 x 6mm size of approved quality for the filter media complete all as specified

M&L for gravals 6 x 3mm size of approved quality for the filter media complete all as specified

M&L for fine sand of approved quality for the filter media complete all as specified

M&L for Anthrasite Carbon of approved quality for the filter media complete all as specified

M&L for PVC Strainer suitable for the IRP complete all as specified

M&L for MNO2 required for the IRP complete all as specified

M&L for bleaching dozer suitable for IRP complete all as specified

M&L for Alum dozer suitable for IRP complete all as specified

M&L for control valve diaphragme type suitable for IRP complete all as specified

Supply and replace pressure gauge 0-10 Kgs/Sq mm with 4" dia including necessary fittings complete all as directed

M&L preparation of old painted surfaces of IRP and connected pipe and valves by scraping / brushing and cleaning with coarse cloth and applying two coats of synthetic enamal paint of approved quality and colour to match the existing complete all as specified

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

Providing and fixing gun metal non-return valve of approved quality (screwed 25 mm nominal bore end) : Vertical

Providing and fixing gun metal non-return valve of approved quality (screwed 65 mm nominal bore end) : Vertical

Providing and fixing gun metal non-return valve of approved quality (screwed 65 mm nominal bore end) : Horizontal

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

SCHEDULE `A' PART -V (WATER SUPPLY PUMPING AND DISTRIBUTION PIPE LINES) 8 AR (CHASSAD) Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc of 65 mm dia nominal bore.

Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc of 50 mm dia nominal bore.

-ditto- but 40 mm dia nominal bore

-ditto- but 32 mm dia nominal bore

-ditto- but 25 mm dia nominal bore

-ditto- but 15 mm dia nominal bore

Providing and fixing CI double acting air valve of approved quality with bolts, nuts, rubber insertions etc complete of 50 mm dia.

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

-ditto- but 40 mm nominal bore

-ditto- but 32 mm nominal bore.

-ditto- but 25 mm nominal bore

Providing and fixing gun metal non-return valve of approved quality (screwed end) of 50 mm nominal bore (Horizontal).

Providing and fixing GI union 65 mm nominal bore in GI pipe including cutting and threading the pipe and making long screws etc complete.

Providing and fixing GI union 50 mm nominal bore in GI pipe including cutting and threading the pipe and making long screws etc complete.

Providing and fixing GI union 40 mm nominal bore in GI pipe including cutting and threading the pipe and making long screws etc complete.

Providing and fixing GI union 32 mm nominal bore in GI pipe including cutting and threading the pipe and making long screws etc complete.

Providing and fixing GI union 25 mm nominal bore in GI pipe including cutting and threading the pipe and making long screws etc complete.

Providing and fixing GI union 15 mm nominal bore in GI pipe including cutting and threading the pipe and making long screws etc complete.

Making connection of GI distribution branch with GI main of 25 to 40 mm nominal sizes by providing and fixing tee incl cutting and threading the pipe etc complete.

Making connection of GI distribution branch with GI main of 50 to 80 mm nominal sizes by providing and fixing tee incl cutting and threading the pipe etc complete.

Providing and fixing CP brass bib cock 15 mm nominal bore of approved quality conforming to IS:8931.

Supply, installation, quality and testing of Kirloskar make Pumping sets, centrifugal, electric driven complete 25 WHP at rated voltage 415 volts, 50 Hz frequency, three phase AC power supply with suction 65mm dia and delivery 50 mm dia200 mtr head incl PCC 1:3:6 type C2 foundation with MS nut bolts purpose made with hexagonal or square head 20 mm dia and 45 cm long 06 Nos for foundation and DOL starter with all electric connections to the panel with suitable size of PVC insulated multi strand copper conductor 16sqmm. The Electric Motor and pump set should include all the standard and optional accessories as per Kirloskar firm manuals.

Supply and laying cable XLPE insulated screened Meter PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 35 sq mm 3.5 core incl excavation in trenches, sand cushioning, burnt brick as covering material and testing etc as directed by Engr –in – charge.

SCHEDULE `A' PART -VI (1 x RCC WATER TANK 45,000 LTR CAPACITY) 8 AR (CHASSAD) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan incl disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be leveled and neatly dressed in all kinds of soil.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), incl dressing of sides and ramming of bottoms, lift upto 1.5 m, incl getting out the the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, of all kinds of soil

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

M/L Reinforced cement concrete work of 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) in walls (any thickness), incl attached pilasters, buttresses, plinth and string course, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.

M/L Centering and shuttering incl strutting, propping etc and removal of form for walls (any thickness) incl attached pilasters, butteresses, plinth and string courses etc

M/L for cement plaster (in fine sand) of mix 1:4 (1 cement : 4 fine sand)

Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls of 50mm dia nominal bore.

S/F Gun metal gate valve with CI wheel of approved quality (screwed end) of 50 mm nominal bore.

M/L Steel reinforcement for RCC work incl straightening, cutting, bending, placing in position and binding all complete upto plinth level of Thermo Mechanical Treated bars.

M/L Reinforced cement concrete work of 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) for covering slab, incl attached pilasters, buttresses, plinth and string course, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.

Centering and shuttering incl strutting, propping etc and removal of form for suspended floors, roofs, landings, balconies and access platform.

Steel reinforcement for RCC work incl straightening, cutting, bending, placing in position and binding all complete above plinth level of Thermo Mechanical Treated bars

M/s K B Enterprises

M/S KAUSHAL AGENCIES