SAMBHAL WATER SUPPLY REORGANIZATION SCHEME

Civil Works

Supply of following size of D.I. Pipe Class K-9 for rising main conforming to latest relevent to I.S.8329/2000 specification including railway frieght, insurance charges F.O.R. and supply of D.I. specials etc. complete as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi, Elites India Pvt. Ltd., SGS India Pvt Ltd. New Delhi, & CIPET Lucknow.

200mm dia D.I. Class-K9

350mm dia D.I. Class-K9

400mm dia D.I. Class-K9

200mm dia

350mm dia

400mm dia

200 mm dia

350 mm dia

400 mm dia

Excavation for pipeline work in Ordinary Soil with lift up to 1.5 m and lead up to 50 m including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 m lead.

200 mm dia

350 mm dia

400 mm dia

Masonary Type Chamber

Mild Steel

CC Road

Interlocking Tiles Road

CC road will be prepared with 10cm thick P.C.C. 1:2:4 Cemant, Coarse Sand & Stone Grit over base concrete 15cm P:C:C 1:4:8 with Cement, Coarse Sand & 40mm Stone Ballast after compacting the earth surface properly. The C.C. Surface must be compacted with surface vibrator, including all materials, labour, T&P etc. complete.

Interlocking Tile Road : Tiles must be of the thickness and grade similer to that of the dismantled tiles over base concrete 100mm thick P:C:C 1:4:8 cement, local sand & stone ballast as per existing road.The thickness of tiles shall be same as that of existing road, including all materials, labour, T&P etc. complete with 40% new tiles.

110 mm dia

140 mm dia

160mm dia

200 mm DI K‐7

250 mm DI K‐7

300 mm DI K‐7

350 mm DI K‐7

400 mm DI K‐7

450 mm DI K‐7

500 mm DI K‐7

110 mm dia

140 mm dia

160 mm dia

200 mm DI K‐7

250 mm DI K‐7

300 mm DI K‐7

350 mm DI K‐7

400 mm DI K‐7

450 mm DI K‐7

500 mm DI K‐7

Excavation for pipeline work in Ordinary Soil with lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 M lead.

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

Scour Valve 100mm dia

Fire Hydrant 80mm dia

C.I. Single ball type air valve 20mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

Scour Valve 100mm dia

Fire Hydrant 80mm dia

C.I. Single ball type air valve 20mm dia

Masonary Type Chamber

Surface Box Type Chamber

Fire Hydrant Chamber

Air Valve Chamber

VFD Pump Chamber

BOE Road

Bituminous Road (PR)

CC Road

Interlocking Road

B.O.E. Road with 40% new brick and 60% used old bricks over 30mm compacted local sand including all materials labour, T&P etc. complete.

Bituminous roads with granular sub base (G1-100mm, G2-75mm, G3-75mm thick), 50mm thick bituminous macadum over priming coat and tack coat and 30mm thick SDBC/BC over tack coat and disposal of all debris and surplus earth with in 8km distance or as per direction of Engineer-in-Charge, including all materials, labour, T&P etc. complete

CC road will be prepared with 10cm thick P.C.C. 1:2:4 Cemant, Coarse Sand & Stone Grit over base concrete 15cm P:C:C 1:4:8 with Cement, Coarse Sand & 40mm Stone Ballast after compacting the earth surface properly. The C.C. Surface must be compacted with surface vibrator, including all materials, labour, T&P etc. complete.

Interlocking Tile Road : Tiles must be of the thickness and grade similer to that of the dismantled tiles over base concrete 100mm thick P:C:C 1:4:8 cement, local sand & stone ballast as per existing road.The thickness of tiles shall be same as that of existing road, including all materials, labour, T&P etc. complete with 40% new tiles.

Provision of crossing of Nalas & culvert complete i.e. total material MS 6mm thick covering pipe with appoxy paint both side, dismentling and repair of nala walls floor etc. (including supply of all materials including FOR destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in store etc. complete) & labour cost as per type design & as per unit estimate type desing and drawing and as per instruction of Engineer-in- charge.

Nala Crossing (more than 0.5 m to 1.50 m)

Nala Crossing (more than 1.5 m to 3.50 m)

Culvert Crossing (for more than 3.5 m wide and above)

Making ferrule connection of various nominal dia of distribution mains in different type of roads including dismantling and reinstatement for trenches with fixing of saddle piece. service connections. fittings. and fixing of brass ferrule of 15mm size including tapping the main, include the cost of excavation and subsequent backfill fo trenches and cost of fitting and specials, including labour charges for cutting, threading & fitting of GI pipe and specials including supply of binding materials such as safeda and teflon tape etc. Including making hole in the wall for crossing of GI pipe also repairing the same with mortar and also including crossing of drain with all labour T&P etc complete including material i.e. 3 meter 20mm dia (OD) HDPE pipe (12.5 kg/cm2), 2 meter 20mm (OD) GI pipe, Class-B, EL-bow 20mm (OD) GI for above pipe Class-B, Clamp with saddle, TAP/Stop Cock (Brass) 15mm, Ferrule brass HDPE 15mm with end cap (heavy duty), 20mm dia PP-Adopter and 20mm dia GI-Union.

In BOE Road

Upto 110mm dia

For 125mm to 160mm dia

In Bituminus Road (PR)

Upto 110mm dia

For 125mm to 160mm dia

For 180mm to 250mm dia

For 300mm dia

For 350mm to 500mm dia

In CC Road

Upto 110mm dia

For 125mm to 160mm dia

For 180mm to 250mm dia

For 300mm dia

For 350mm to 500mm dia

In Interlocking Tiles Road (IL)

Upto 110mm dia

For 125mm to 160mm dia

For 180mm to 250mm dia

For 300mm dia

For 350mm to 500mm dia

In Kaccha (KC)

Upto 110mm dia

For 125mm to 160mm dia

For 180mm to 250mm dia

For 300mm dia

For 350mm to 500mm dia

Shifting of existing house connection to following sizes of new distribution pipes including supply, carting of specials, lowering them into trenches cutting, fixing them in proper alignment and jointing with old serviceable material including bailing out of water, necessary, excavation for connection and barricading including all labour, T&P etc. required for proper completion of the work in all types of roads.

In CC Road

Upto 110mm dia

In Interlocking Tiles Road (IL)

Upto 110mm dia

Variation in 20mm (OD) dia HDPE pipe w.r.t. 3.0 mtr.

Variation in 20mm (OD) dia GI pipe w.r.t. 2.0 mtr.

Provision of crossing of state highway/ Major Road by trenchless technology for distribution main including cost of machinery, repairing of roads etc as per unit estimate enclosed including supply of MS pipe and all materials including all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete

300 mm dia 6 mm thick with MS Casing

350 mm dia 6 mm thick with MS Casing

Overhead Tank Zone - 9 (2500 KL/25m Stagging) : Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911. Made up level will be as per site conditions and as per directions of Engineer-in-charge and minimum will be 0.70m.

All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.

Minimum depth of foundation below original ground level will be 3.0 M.

Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.

If SBC is found more than 8.0 tonne/sqm then minimum SBC will be considered as 8.0 tonne/sqm.

1m wide RCC stair case from ground lavel to balcony.

M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome).

1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.

Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.

Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail.

Electro Megnetic Flow Meter

Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.

D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.

Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil as per site conditions and as per directions of Engineer-in-charge.

Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete as per site conditions and as per directions of Engineer-in-charge.

Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.

Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.

Construction of washout/ overflow chamber as per departmental type design and drawing.

Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.

Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.

Testing & Commission etc. all complete work.

Testing of bearing capacity of soil from a recognized Govt. Engineering College or as directed by department.

Overhead Tank Zone - 10 (2700 KL/25m Stagging) : Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911. Made up level will be as per site conditions and as per directions of Engineer-in-charge and minimum will be 0.70m.

All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.

Minimum depth of foundation below original ground level will be 3.0 M.

Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.

If SBC is found more than 8.0 tonne/sqm then minimum SBC will be considered as 8.0 tonne/sqm.

1m wide RCC stair case from ground lavel to balcony.

M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome).

1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.

Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.

Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail.

Electro Megnetic Flow Meter

Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.

D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.

Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil as per site conditions and as per directions of Engineer-in-charge.

Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete as per site conditions and as per directions of Engineer-in-charge.

Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.

Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.

Construction of washout/ overflow chamber as per departmental type design and drawing.

Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.

Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.

Testing & Commission etc. all complete work.

Testing of bearing capacity of soil from a recognized Govt. Engineering College or as directed by department.

Overhead Tank Zone - 11 (2100 KL/25m Stagging) : Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911. Made up level will be as per site conditions and as per directions of Engineer-in-charge and minimum will be 0.70m.

All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.

Minimum depth of foundation below original ground level will be 3.0 M.

Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.

If SBC is found more than 8.0 tonne/sqm then minimum SBC will be considered as 8.0 tonne/sqm.

1m wide RCC stair case from ground lavel to balcony.

M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome).

1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.

Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.

Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail.

Electro Megnetic Flow Meter

Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.

D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.

Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil as per site conditions and as per directions of Engineer-in-charge.

Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete as per site conditions and as per directions of Engineer-in-charge.

Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.

Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.

Construction of washout/ overflow chamber as per departmental type design and drawing.

Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.

Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.

Testing & Commission etc. all complete work.

Testing of bearing capacity of soil from a recognized Govt. Engineering College or as directed by department.

Overhead Tank Zone - 12 (2000 KL/25m Stagging): Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911. Made up level will be as per site conditions and as per directions of Engineer-in-charge and minimum will be 0.70m.

All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.

Minimum depth of foundation below original ground level will be 3.0 M.

Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.

If SBC is found more than 8.0 tonne/sqm then minimum SBC will be considered as 8.0 tonne/sqm.

1m wide RCC stair case from ground lavel to balcony.

M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome).

1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.

Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.

Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail.

Electro Megnetic Flow Meter

Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.

D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.

Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil as per site conditions and as per directions of Engineer-in-charge.

Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete as per site conditions and as per directions of Engineer-in-charge.

Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.

Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.

Construction of washout/ overflow chamber as per departmental type design and drawing.

Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.

Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.

Testing & Commission etc. all complete work.

Testing of bearing capacity of soil from a recognized Govt. Engineering College or as directed by department.

Overhead Tank Zone - 13 (1700 KL/25m Stagging) : Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911. Made up level will be as per site conditions and as per directions of Engineer-in-charge and minimum will be 0.70m.

All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.

Minimum depth of foundation below original ground level will be 3.0 M.

Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.

If SBC is found more than 8.0 tonne/sqm then minimum SBC will be considered as 8.0 tonne/sqm.

1m wide RCC stair case from ground lavel to balcony.

M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome).

1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.

Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.

Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail.

Electro Megnetic Flow Meter

Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.

D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.

Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil as per site conditions and as per directions of Engineer-in-charge.

Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete as per site conditions and as per directions of Engineer-in-charge.

Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.

Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.

Construction of washout/ overflow chamber as per departmental type design and drawing.

Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.

Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.

Testing & Commission etc. all complete work.

Testing of bearing capacity of soil from a recognized Govt. Engineering College or as directed by department.

Overhead Tank Zone - 14 (2300 KL/25m Stagging) : Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911. Made up level will be as per site conditions and as per directions of Engineer-in-charge and minimum will be 0.70m.

All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.

Minimum depth of foundation below original ground level will be 3.0 M.

Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.

If SBC is found more than 8.0 tonne/sqm then minimum SBC will be considered as 8.0 tonne/sqm.

1m wide RCC stair case from ground lavel to balcony.

M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome).

1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.

Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.

Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail.

Electro Megnetic Flow Meter

Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.

D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.

Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil as per site conditions and as per directions of Engineer-in-charge.

Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete as per site conditions and as per directions of Engineer-in-charge.

Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.

Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.

Construction of washout/ overflow chamber as per departmental type design and drawing.

Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.

Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.

Testing & Commission etc. all complete work.

Testing of bearing capacity of soil from a recognized Govt. Engineering College or as directed by department.

Repairing of existing OHT 2500KL/22m Stagging in Zone-1

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners also included structural testing of the existing OHT from reputed govt. engineering institution etc. as directed by Engineer- in-Charge.

25mm thick in Grade M 25 with cement content not less than 330 kg per cum.

50mm thick in Grade M 25 with cement content not less than 330 kg per cum.

Dismantling cement concrete floor of OHT including base concrete.

25 mm thick 1:2:4 plain cement concrete floor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part 1st class brick ballast 4 cm gauge (1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supply material, labour,T&P etc required for proper compltion of work.

R.C.C. work with cement, coarse sand and 20mm stone ballast 1:1.5:3 in floor of OHT excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50mm thick binding wire and including necessary centering and shuttering supply of all material, labour, T&P etc required for proper completion the work.

M.S. or iron work in plain work in floor of OHT to provide minimum reinforcement brought to required shape as necessary including binding for proper completion of the work including supply of steel and its wastage.

Supply and fixing 75x75x6mm M.S. angle iron ladder with 20mm dia round bar about 250mm c/c out side and inside of tank, including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 50x50x6mm M.S. angle iron railing post including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 20mm dia G.I. pipe with specials in railing including supply of all material, labour & T&P etc. complete for proper completion of the work.

Supply and fixing of M.S. main hole cover at top dome including grounting painting, supply of all materials, labour, T&P etc. complete.

Providing & fixing fly proof Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Supply and fixing of lighting conductor of approved quality of copper/ GI strips (32 mm x 6 mm) from top to bottom of the tank as per ISI standard including supply of all materials, labour, T&P etc. complete.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required. earthing materials such as pipe, wire/earthing plate including supply of all materials, labour, T&P etc. complete.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work in Two coats over existing old RCC surface including supply of all material, labour, T&P etc. complete.

Providing necessary scafolding/shuttering for repairing, removing of old color paint and color painting work on O.H.T. surface form bottom to top dome & Stair case including supply of all material, labour etc. complete.

Cleaning of Over Head R.C.C. Tank including disposal of silt and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the OHT shall then scrubbed thoroughly with wire brush etc, and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)The treated surface shall be dried using air jetting and all loose paricles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc, as per direction of Engineer-in-charge.

Construction of U type Drain 200mm x150mm including supply of all material, Labour and T&P etc. complete for proper completion of the work.

Repairing of existing OHT 2200KL/20m Stagging in Zone-2

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners also included structural testing of the existing OHT from reputed govt. engineering institution etc. as directed by Engineer- in-Charge.

25mm thick in Grade M 25 with cement content not less than 330 kg per cum.

50mm thick in Grade M 25 with cement content not less than 330 kg per cum.

Dismantling cement concrete floor of OHT including base concrete.

25 mm thick 1:2:4 plain cement concrete floor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part 1st class brick ballast 4 cm gauge (1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supply material, labour,T&P etc required for proper compltion of work.

R.C.C. work with cement, coarse sand and 20mm stone ballast 1:1.5:3 in floor of OHT excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50mm thick binding wire and including necessary centering and shuttering supply of all material, labour, T&P etc required for proper completion the work.

M.S. or iron work in plain work in floor of OHT to provide minimum reinforcement brought to required shape as necessary including binding for proper completion of the work including supply of steel and its wastage.

Supply and fixing 75x75x6mm M.S. angle iron ladder with 20mm dia round bar about 250mm c/c out side and inside of tank, including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 50x50x6mm M.S. angle iron railing post including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 20mm dia G.I. pipe with specials in railing including supply of all material, labour & T&P etc. complete for proper completion of the work.

Supply and fixing of M.S. main hole cover at top dome including grounting painting, supply of all materials, labour, T&P etc. complete.

Providing & fixing fly proof Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Supply and fixing of lighting conductor of approved quality of copper/ GI strips (32 mm x 6 mm) from top to bottom of the tank as per ISI standard including supply of all materials, labour, T&P etc. complete.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required. earthing materials such as pipe, wire/earthing plate including supply of all materials, labour, T&P etc. complete.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work in Two coats over existing old RCC surface including supply of all material, labour, T&P etc. complete.

Providing necessary scafolding/shuttering for repairing, removing of old color paint and color painting work on O.H.T. surface form bottom to top dome & Stair case including supply of all material, labour etc. complete.

Cleaning of Over Head R.C.C. Tank including disposal of silt and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the OHT shall then scrubbed thoroughly with wire brush etc, and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)The treated surface shall be dried using air jetting and all loose paricles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc, as per direction of Engineer-in-charge.

Construction of U type Drain 200mm x150mm including supply of all material, Labour and T&P etc. complete for proper completion of the work.

Repairing of existing OHT 1500KL/17m Stagging in Zone-3

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners also included structural testing of the existing OHT from reputed govt. engineering institution etc. as directed by Engineer- in-Charge.

25mm thick in Grade M 25 with cement content not less than 330 kg per cum.

50mm thick in Grade M 25 with cement content not less than 330 kg per cum.

Dismantling cement concrete floor of OHT including base concrete.

25 mm thick 1:2:4 plain cement concrete floor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part 1st class brick ballast 4 cm gauge (1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supply material, labour,T&P etc required for proper compltion of work.

R.C.C. work with cement, coarse sand and 20mm stone ballast 1:1.5:3 in floor of OHT excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50mm thick binding wire and including necessary centering and shuttering supply of all material, labour, T&P etc required for proper completion the work.

M.S. or iron work in plain work in floor of OHT to provide minimum reinforcement brought to required shape as necessary including binding for proper completion of the work including supply of steel and its wastage.

Supply and fixing 75x75x6mm M.S. angle iron ladder with 20mm dia round bar about 250mm c/c out side and inside of tank, including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 50x50x6mm M.S. angle iron railing post including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 20mm dia G.I. pipe with specials in railing including supply of all material, labour & T&P etc. complete for proper completion of the work.

Supply and fixing of M.S. main hole cover at top dome including grounting painting, supply of all materials, labour, T&P etc. complete.

Providing & fixing fly proof Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Supply and fixing of lighting conductor of approved quality of copper/ GI strips (32 mm x 6 mm) from top to bottom of the tank as per ISI standard including supply of all materials, labour, T&P etc. complete.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required. earthing materials such as pipe, wire/earthing plate including supply of all materials, labour, T&P etc. complete.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work in Two coats over existing old RCC surface including supply of all material, labour, T&P etc. complete.

Providing necessary scafolding/shuttering for repairing, removing of old color paint and color painting work on O.H.T. surface form bottom to top dome & Stair case including supply of all material, labour etc. complete.

Cleaning of Over Head R.C.C. Tank including disposal of silt and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the OHT shall then scrubbed thoroughly with wire brush etc, and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)The treated surface shall be dried using air jetting and all loose paricles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc, as per direction of Engineer-in-charge.

Construction of U type Drain 200mm x150mm including supply of all material, Labour and T&P etc. complete for proper completion of the work.

Repairing of existing OHT 800KL/16m Stagging in Zone-4

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners also included structural testing of the existing OHT from reputed govt. engineering institution etc. as directed by Engineer- in-Charge.

25mm thick in Grade M 25 with cement content not less than 330 kg per cum.

50mm thick in Grade M 25 with cement content not less than 330 kg per cum.

Dismantling cement concrete floor of OHT including base concrete.

25 mm thick 1:2:4 plain cement concrete floor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part 1st class brick ballast 4 cm gauge (1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supply material, labour,T&P etc required for proper compltion of work.

R.C.C. work with cement, coarse sand and 20mm stone ballast 1:1.5:3 in floor of OHT excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50mm thick binding wire and including necessary centering and shuttering supply of all material, labour, T&P etc required for proper completion the work.

M.S. or iron work in plain work in floor of OHT to provide minimum reinforcement brought to required shape as necessary including binding for proper completion of the work including supply of steel and its wastage.

Supply and fixing 75x75x6mm M.S. angle iron ladder with 20mm dia round bar about 250mm c/c out side and inside of tank, including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 50x50x6mm M.S. angle iron railing post including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 20mm dia G.I. pipe with specials in railing including supply of all material, labour & T&P etc. complete for proper completion of the work.

Supply and fixing of M.S. main hole cover at top dome including grounting painting, supply of all materials, labour, T&P etc. complete.

Providing & fixing fly proof Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Supply and fixing of lighting conductor of approved quality of copper/ GI strips (32 mm x 6 mm) from top to bottom of the tank as per ISI standard including supply of all materials, labour, T&P etc. complete.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required. earthing materials such as pipe, wire/earthing plate including supply of all materials, labour, T&P etc. complete.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work in Two coats over existing old RCC surface including supply of all material, labour, T&P etc. complete.

Providing necessary scafolding/shuttering for repairing, removing of old color paint and color painting work on O.H.T. surface form bottom to top dome & Stair case including supply of all material, labour etc. complete.

Cleaning of Over Head R.C.C. Tank including disposal of silt and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the OHT shall then scrubbed thoroughly with wire brush etc, and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)The treated surface shall be dried using air jetting and all loose paricles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc, as per direction of Engineer-in-charge.

Construction of U type Drain 200mm x150mm including supply of all material, Labour and T&P etc. complete for proper completion of the work.

Repairing of existing OHT 1700KL/20m Stagging in Zone-5

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners also included structural testing of the existing OHT from reputed govt. engineering institution etc. as directed by Engineer- in-Charge.

25mm thick in Grade M 25 with cement content not less than 330 kg per cum.

50mm thick in Grade M 25 with cement content not less than 330 kg per cum.

Dismantling cement concrete floor of OHT including base concrete.

25 mm thick 1:2:4 plain cement concrete floor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part 1st class brick ballast 4 cm gauge (1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supply material, labour,T&P etc required for proper compltion of work.

R.C.C. work with cement, coarse sand and 20mm stone ballast 1:1.5:3 in floor of OHT excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50mm thick binding wire and including necessary centering and shuttering supply of all material, labour, T&P etc required for proper completion the work.

M.S. or iron work in plain work in floor of OHT to provide minimum reinforcement brought to required shape as necessary including binding for proper completion of the work including supply of steel and its wastage.

Supply and fixing 75x75x6mm M.S. angle iron ladder with 20mm dia round bar about 250mm c/c out side and inside of tank, including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 50x50x6mm M.S. angle iron railing post including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 20mm dia G.I. pipe with specials in railing including supply of all material, labour & T&P etc. complete for proper completion of the work.

Supply and fixing of M.S. main hole cover at top dome including grounting painting, supply of all materials, labour, T&P etc. complete.

Providing & fixing fly proof Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Supply and fixing of lighting conductor of approved quality of copper/ GI strips (32 mm x 6 mm) from top to bottom of the tank as per ISI standard including supply of all materials, labour, T&P etc. complete.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required. earthing materials such as pipe, wire/earthing plate including supply of all materials, labour, T&P etc. complete.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work in Two coats over existing old RCC surface including supply of all material, labour, T&P etc. complete.

Providing necessary scafolding/shuttering for repairing, removing of old color paint and color painting work on O.H.T. surface form bottom to top dome & Stair case including supply of all material, labour etc. complete.

Cleaning of Over Head R.C.C. Tank including disposal of silt and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the OHT shall then scrubbed thoroughly with wire brush etc, and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)The treated surface shall be dried using air jetting and all loose paricles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc, as per direction of Engineer-in-charge.

Construction of U type Drain 200mm x150mm including supply of all material, Labour and T&P etc. complete for proper completion of the work.

Repairing of existing OHT 2500KL/20m Stagging in Zone-6

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners also included structural testing of the existing OHT from reputed govt. engineering institution etc. as directed by Engineer- in-Charge.

25mm thick in Grade M 25 with cement content not less than 330 kg per cum.

50mm thick in Grade M 25 with cement content not less than 330 kg per cum.

Dismantling cement concrete floor of OHT including base concrete.

25 mm thick 1:2:4 plain cement concrete floor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part 1st class brick ballast 4 cm gauge (1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supply material, labour,T&P etc required for proper compltion of work.

R.C.C. work with cement, coarse sand and 20mm stone ballast 1:1.5:3 in floor of OHT excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50mm thick binding wire and including necessary centering and shuttering supply of all material, labour, T&P etc required for proper completion the work.

M.S. or iron work in plain work in floor of OHT to provide minimum reinforcement brought to required shape as necessary including binding for proper completion of the work including supply of steel and its wastage.

Supply and fixing 75x75x6mm M.S. angle iron ladder with 20mm dia round bar about 250mm c/c out side and inside of tank, including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 50x50x6mm M.S. angle iron railing post including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 20mm dia G.I. pipe with specials in railing including supply of all material, labour & T&P etc. complete for proper completion of the work.

Supply and fixing of M.S. main hole cover at top dome including grounting painting, supply of all materials, labour, T&P etc. complete.

Providing & fixing fly proof Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Supply and fixing of lighting conductor of approved quality of copper/ GI strips (32 mm x 6 mm) from top to bottom of the tank as per ISI standard including supply of all materials, labour, T&P etc. complete.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required. earthing materials such as pipe, wire/earthing plate including supply of all materials, labour, T&P etc. complete.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work in Two coats over existing old RCC surface including supply of all material, labour, T&P etc. complete.

Providing necessary scafolding/shuttering for repairing, removing of old color paint and color painting work on O.H.T. surface form bottom to top dome & Stair case including supply of all material, labour etc. complete.

Cleaning of Over Head R.C.C. Tank including disposal of silt and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the OHT shall then scrubbed thoroughly with wire brush etc, and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)The treated surface shall be dried using air jetting and all loose paricles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc, as per direction of Engineer-in-charge.

Construction of U type Drain 200mm x150mm including supply of all material, Labour and T&P etc. complete for proper completion of the work.

Repairing of existing OHT 2000KL/20m Stagging in Zone-7

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners also included structural testing of the existing OHT from reputed govt. engineering institution etc. as directed by Engineer- in-Charge.

25mm thick in Grade M 25 with cement content not less than 330 kg per cum.

50mm thick in Grade M 25 with cement content not less than 330 kg per cum.

Dismantling cement concrete floor of OHT including base concrete.

25 mm thick 1:2:4 plain cement concrete floor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part 1st class brick ballast 4 cm gauge (1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supply material, labour,T&P etc required for proper compltion of work.

R.C.C. work with cement, coarse sand and 20mm stone ballast 1:1.5:3 in floor of OHT excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50mm thick binding wire and including necessary centering and shuttering supply of all material, labour, T&P etc required for proper completion the work.

M.S. or iron work in plain work in floor of OHT to provide minimum reinforcement brought to required shape as necessary including binding for proper completion of the work including supply of steel and its wastage.

Supply and fixing 75x75x6mm M.S. angle iron ladder with 20mm dia round bar about 250mm c/c out side and inside of tank, including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 50x50x6mm M.S. angle iron railing post including painting of new work with one coat priming and two coast of approved paint as per direction of engineer-in-charge.

Supply and fixing 20mm dia G.I. pipe with specials in railing including supply of all material, labour & T&P etc. complete for proper completion of the work.

Supply and fixing of M.S. main hole cover at top dome including grounting painting, supply of all materials, labour, T&P etc. complete.

Providing & fixing fly proof Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Supply and fixing of lighting conductor of approved quality of copper/ GI strips (32 mm x 6 mm) from top to bottom of the tank as per ISI standard including supply of all materials, labour, T&P etc. complete.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required. earthing materials such as pipe, wire/earthing plate including supply of all materials, labour, T&P etc. complete.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work in Two coats over existing old RCC surface including supply of all material, labour, T&P etc. complete.

Providing necessary scafolding/shuttering for repairing, removing of old color paint and color painting work on O.H.T. surface form bottom to top dome & Stair case including supply of all material, labour etc. complete.

Cleaning of Over Head R.C.C. Tank including disposal of silt and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the OHT shall then scrubbed thoroughly with wire brush etc, and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)The treated surface shall be dried using air jetting and all loose paricles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc, as per direction of Engineer-in-charge.

Construction of U type Drain 200mm x150mm including supply of all material, Labour and T&P etc. complete for proper completion of the work.

CWR Zone-1 650 KL

Supply of all materials, labour, T&P etc. and construct an RCC CWR of following capacity with RCC structures G.I. Pipe and angle iron posts around the top of sump, M.S. ladder inside the tank, supply and fixing M.H. cover with locking device, ventilator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the sump, escape channel of 20m length and testing of tank for water tightness etc. and also including the cost of supply and fixing of all necessary CI D/Fpipes and valves etc. all complete including testing of bearing capacity of soil and site clearance and other unforeseen items for following zones/sub zones including cost of electric sub Station, HT Panel Room 4mx4m and Meter Room 3mx3m as per requirement of E.E. CD (E/M) UPJN (U) Ghaziabad.

CWR Zone-6 650 KL

Supply of all materials, labour, T&P etc. and construct an RCC CWR of following capacity with RCC structures G.I. Pipe and angle iron posts around the top of sump, M.S. ladder inside the tank, supply and fixing M.H. cover with locking device, ventilator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the sump, escape channel of 20m length and testing of tank for water tightness etc. and also including the cost of supply and fixing of all necessary CI D/Fpipes and valves etc. all complete including testing of bearing capacity of soil and site clearance and other unforeseen items for following zones/sub zones including cost of electric sub Station, HT Panel Room 4mx4m and Meter Room 3mx3m as per requirement of E.E. CD (E/M) UPJN (U) Ghaziabad.

CWR Zone-9 650 KL

Supply of all materials, labour, T&P etc. and construct an RCC CWR of following capacity with RCC structures G.I. Pipe and angle iron posts around the top of sump, M.S. ladder inside the tank, supply and fixing M.H. cover with locking device, ventilator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the sump, escape channel of 20m length and testing of tank for water tightness etc. and also including the cost of supply and fixing of all necessary CI D/Fpipes and valves etc. all complete including testing of bearing capacity of soil and site clearance and other unforeseen items for following zones/sub zones including cost of electric sub Station, HT Panel Room 4mx4m and Meter Room 3mx3m as per requirement of E.E. CD (E/M) UPJN (U) Ghaziabad.

CWR Zone-10 700 KL

Supply of all materials, labour, T&P etc. and construct an RCC CWR of following capacity with RCC structures G.I. Pipe and angle iron posts around the top of sump, M.S. ladder inside the tank, supply and fixing M.H. cover with locking device, ventilator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the sump, escape channel of 20m length and testing of tank for water tightness etc. and also including the cost of supply and fixing of all necessary CI D/Fpipes and valves etc. all complete including testing of bearing capacity of soil and site clearance and other unforeseen items for following zones/sub zones including cost of electric sub Station, HT Panel Room 4mx4m and Meter Room 3mx3m as per requirement of E.E. CD (E/M) UPJN (U) Ghaziabad.

CWR Zone-14 600 KL

Supply of all materials, labour, T&P etc. and construct an RCC CWR of following capacity with RCC structures G.I. Pipe and angle iron posts around the top of sump, M.S. ladder inside the tank, supply and fixing M.H. cover with locking device, ventilator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the sump, escape channel of 20m length and testing of tank for water tightness etc. and also including the cost of supply and fixing of all necessary CI D/Fpipes and valves etc. all complete including testing of bearing capacity of soil and site clearance and other unforeseen items for following zones/sub zones including cost of electric sub Station, HT Panel Room 4mx4m and Meter Room 3mx3m as per requirement of E.E. CD (E/M) UPJN (U) Ghaziabad.

Pumphouse

Supply of all materials and construction of pump house cum chlorinating room (3.60mx3.00mx3.60m and 1.8mx1.25mx3.00m) as per direction of Engineer-in-charge

Construction of 1.0x1.0x1.3 m masonry type byepass chamber including plaster, supply of all material, labour, T & P etc. required for proper completion of work

Extra Ist class brick work in 1:6 cement and coarse sand mortar in foundation and plinth due to low land area including supply of all materials, labour,T&P etc required for proper compltion of work.

Construction Masonary type 1.0m x 1.0m Boring Chamber with Girder and Piller (0.45m x 0.45m)

Excavation in foundation in ordinary soil (loam, clay and sand) including lift up to 1.5 m & lead upto 50 m refilling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the centre of foundation trenches.

For Chamber

For Pillers

Concrete with 40mm guage brick ballast, local sand & cement in proportion of 8:4:1 in foundation, including supply of all materials, labour, T & P etc. required for proper completion of the work.

For Chamber

For Chamber

For Pillers

Ist class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour, T & P etc. required for proper completion of the work.

For Chamber

For Chamber

R.C.C. Work with cement, coarse sand & 20 mm gauge approved stone ballast in proportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire and the cost of binding wire and including necessary centering and shuttering supply of all materials, labour, T & P etc. required for proper completion of the work.

Footings

Pillers

M.S. or iron work in plain work such as R.C.C. or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and its wastage.

Struck Pointing in 1:2 with Cement & Sand on Brick Work

Chamber

Chamber

12 mm thick plaster with cement , coarse sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto super structure.

Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work on Girder.

Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work on Girder.

White washing with white cement in three coat including supply of all materials, labour, T&P etc required proper completion of work.

Colour Painting with water proof apex paint in two coat over one primer coat including supply of all materials, labour, T&P etc required proper completion of work.

Supply and fixing of Girder of 225mmx110mm size over the pump house including its painting with approved quality paint and also one priming coat.

Boundary Wall

Construction of Boundary wall around water works compound with 230mm thick, 1.60m height with 0.35x0.35 m R.C.C. Piller Boundary Wall in 1:6 Coarse sand and cement

Extra Ist class brick work in 1:6 cement and coarse sand mortar in foundation and plinth due to low land area including supply of all materials, labour,T&P etc required for proper compltion of work.

Fixing of 3.6m wide MS gate with 1.2m wide wicket gate Including fabrication and supply of steel and construction of boundary pillars etc. all complete.

Supply and laying of 80mm thick Cement interlocking tiles for approach road including preparation of 100mm thick subgrade with lean concrete 1:4:8 including supply of all material, labour and T&P etc complete for proper completion of the work.

Earth filling at various sites including supply of earth and all necessary labour and T&P etc. complete required for proper completion of work as per satisfaction of Engineer-in-charge.

Provision for inside square drain including supply of all materials labour and T & P etc. complete.

Recharge of ground water by Roof Top Rain Water of Pump house & Staff quarter, water available from bye pass of tubewell and over flow of over head tank as per drawing including supply of all materials, labour, T&P etc. complete.

Construction of Rain Water Harvesting Chamber 5.50m x3.50x 1.80m with 02 Nos 110mm Dia, 20 mtr Deep Borewell in Water Works Campus.

Construction of Rain Water Harvesting Chamber 1.66m x1.66x 1.80m with 01 Nos 110mm Dia, 20 mtr Deep Borewell in Campus of Proposed TW

Landscaping, plantation work in water works campus.

Repairig of Existing Boundary Wall

Dismantling brick work or stone work in cement mortar in girder piller.

Boundary Wall

Dismantaling of old existing plaster from wall.

Ist class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper compltion of work.

Boundary Wall

Ist class brick work in super structure in 1 : 6 cement & coarse sand mortar.

Boundary Wall

12 mm thick plaster with cement , coarse sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto super structure.

White washing with white cement in three coat including supply of all materials, labour, T&P etc required proper completion of work.(SOR:1253)

Colour Painting with water proof apex paint in two coat over one primer coat including supply of all materials, labour, T&P etc required proper completion of work.

Master Control Room

Construction of Master Control Station / SCADA Room including supply of all material, labour, T & P etc. required for proper completion of work as per Unit Estimate & Type Design and as per direction of Engineer-in-charge.

Staff Quarter

Construction of staff quarter/administrative building (13.25m x 11.95m) as per type departmental design and unit estimate with all labour, material T&P etc. complete and as per direction of Engineer-in-charge.

E & M Works

Construction of Tubewell New Tubewells- 26 Nos. ( Zone 1-02 No., Zone 5-01 No., Zone 6-01 No., Zone 7-01 No., Zone 9-04 No., Zone 10-04 No., Zone 11-03 No., Zone 12-03 No., Zone 13-03 No. & Zone 14-04 No. Rebore Tubewell- 01 No. ( Zone 5- 01 No.)

Drilling of borehole for Tubewell contruction by DC/RC Rig Machine including transportation, erection, dismantling of Rig and assoiated T&P complete in all respect including required all material, labour etc.

Transportation, Erection and Dismantling of Rig Machine

Drilling of 600mm size bore from GL to 60 BGL

Drilling of 500mm size bore from

(i) 60M BGL to 100MBGL

(ii) 100M BGL to 150MBGL

Tubewell Assembly

M.S. tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structer etc. As required & as per typed design complete in all respect.

300 mm. Dia MS ERW Housing/ casing pipe having wall thickness of 7.1mm.

200 mm. Dia MS ERW slotted/ casing pipe having wall thickness of 7.1mm.

Supply of pea gravel

Logging of bore hole by departmental / approved electric logger.

Lowering of Tube well assembly duly welded including welding electrode and shurounding of pea gravel complete in all respect.

Lowering of 300mm dia pipe from GL to 54m deep BGL.

Lowering of 200mm dia pipe from 54 to 100m deep BGL.

Lowering of 200mm dia pipe from 100 to 135m deep BGL.

Development of Tubewell by compressor

Transportation, Installation and Dismantling of 250 PSI Compressor

Development of Tubewell by 250 PSI Capacity Air compressor

Development of Tubewell by O.P. Unit

Transportation, Installation and Dismantling of 2 Cusec O.P. Unit & Yield Test.

Development of Tubewell by 2 Cusec Capacity by O.P. Unit

Chemical and Bacterological test of water sample from depaprtmental/ approved lab.

Supply, installation, testing & comissioning of E&M works at Tubewells.

SITC of Submersible Pumping Plant with 24m column pipe assembly,NRV,bend,Tee, D/F pipe, earthing, painting, Toolset, power wiring of pump house internal and external chain pulley block and all pumping plant accesssories with nut bolt ,rubber packing etc of following capacity. (Note- The given discharge and head are tentative and may vary according to actual site conditions and will be finalized after yeild test report & actual head during execution of work at site.)

1600 LPM, 37 head for New Tubewell

1200 LPM, 35/37 head for Existing Tubewell

1650 LPM, 62m head for existing tubewell

1200 LPM, 57m head for existing tubewell

1500 LPM, 59m head for existing tubewell

1500 LPM, 66m head for existing tubewell

1200 LPM, 60m head for existing tubewell

1500 LPM, 62m head for New & Rebore tubewell

1600 LPM, 35/37m head for existing tubewell

1600 LPM, 37m head for New tubewell

1200 LPM, 60/61m head for existing tubewell

1500 LPM, 62m head for New tubewell

1500 LPM, 35m head for New tubewell

1500 LPM, 37m head for New tubewell

1200 LPM, 37m head for Existing tubewell

1500 LPM, 35m head for New tubewell

1500 LPM, 37m head for New tubewell

1600 LPM, 65/67m head for New tubewell

1600 LPM, 65/67m head for New tubewell

1600 LPM, 65/67m head for New tubewell

1500 LPM, 35m head for New tubewell

1500 LPM, 37m head for New tubewell

Soft starters of following rating capacity

Soft starter with RS-485 port-400V Class 22 Kw rating

Soft starter with RS-485 port-400V Class 30 Kw rating

Soft starter with RS-485 port-400V Class 15 Kw rating

01 KVA UPS at TW Panel

150 mm size motor operated actuator with Sluice valve (metal seated)

3 Mtr. long heavy duty size 150mm dia column pipe same as above.

CE & UL certified Electromagnatic Flowmeter suitable for above line size 150 mm.

CE & UL certified Inteligent Smart Energy Meter

CE & UL certified Hydrostatic type sub soil water level transmitter for tubewell.

CE & UL certified pressure transmitter

CE & UL certified Surge protector for above control panel

CE & UL certified 7" HMI touch screen suitable to communication with PLC/RTU local display and control of process parameter.

Control panel with IP-54 protection industrial grade for all equipment separate for control (24V and power equipments)

Auto Phase reversal unit with inbuilt time delay and enclosure (100 Amp.)

Auto Phase reversal unit with inbuilt time delay and enclosure (125 Amp.)

Complete cabling of tubewell including all power and control cables of all equipment at pump house and OHT .

Submersible flat Copper cable size 2x3cx6 sq mm.

Submersible flat Copper cable size 2x3cx10 sq mm.

Supply & Laying of PVC insulated Al. armoured cable size 1x3.5/4Cx35 sq mm. from transformer LV side to meter panel and meter panel to starter.

Supply & Laying of PVC insulated Al. armoured cable size 1x3.5/4Cx50 sq mm. from transformer LV side to meter panel and meter panel to starter.

SITC of 03 Phase Servo Voltage Stabilizer 40 KVA

SITC of 03 Phase Servo Voltage Stabilizer 30 KVA

SITC of 03 Phase Servo Voltage Stabilizer 60 KVA

SITC of 03 Phase Servo Voltage Stabilizer 50 KVA.

Dismantaling of existing pumping plant

SITC of Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-6 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., 1W+1S) ,standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve ,cock valve & sodium hydro chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz , suction lift- 1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLC SCADA system.

Supply, installation, testing & comissioning of E&M works at CWR (Zone-1)

Pump Set : Elecrtic Driven Self Water lubricated V.T. Pumping set 2800 LPM, 35 m head complete in all respect discharge head assembly and strainer with 6mtr/suitable length column pipe length coupled with 40 HP/Suitable rating VHS/VSS TEFC type induction motor SCADA compatible IP-55, 50 Hz Class-F insulation 3 phase AC supply, 415+ 10% - 10% volts at speed 1460 RPM of following capacity. MOC : Impeller : CF8M Casing : 2% Ni CI IS:210, FG: 260 Shaft : AISI 410 Pumpset are proposed in module of operation in 2 Nos. are working, 1 Pump is standby. (Note- The given discharge and head are tentative and may vary according to actual site conditions and will be finalized after yeild test report & actual head during execution of work at site.)

Soft starter with RS-485 port-400V Class 45 Kw rating

Cast iron pipes & specials of suitable size.

Supply of galvanized nut- Bolt SS-304 and rubber packing material for erection of above.

DIDF Sluice Valve (metal seated) 200 mm with actuator

DIDF double flanged single/multi door swing reflex valves PN 1.0/1.6 FG200 Grade having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and shall be of 200 mm dia size.

DI Dismantling joints of following sizes.

200 mm dia at pump outlet

250 mm dia at common header

Electrical operated Travelling Trolley (E.O.T) crane 4 way motion compatible for longi tudinal and transverse motion both of 3 Tone capacity with 6 meter lift alongwith traveling trolley and double girder H-type etc.

SITC of Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-6 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., 1W+1S) ,standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve ,cock valve & sodium hydro chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz , suction lift- 1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLC SCADA system.

CE & UL certified Electomagnetic Flowmeter at common header size 250 mm. dia.

01 No. required 30 KVAr/Suitable rating APFC Panel with capacitor bank and feeder SFU & MCCB 63 Amp., 25 KA with APFC relay in 9 steps & other acceessories to adjust automatically the power factor upto 0.99.

Power and control cables

1100 V grade, 3 core 50mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to motor.(1x3x30 mtr.)

Control cable 1x10C, 1.5 mm2 PVC insulated PVC sheathed Copper conductor cable for moisture sensor Reverse protection thermistor relay etc.

EARTHING

Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) 02 Nos. each of the equipment (3 Nos Pumps + 1 No. LT Panel + 1 No. PLC Panel.) size of earthing plate 600mm x 600mm x6 mm with salt and coal.

Lighting system:

Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height.

S/F of 72 watt LED with lumen reflector.

Feeder pillar for lighting

Supply and laying of 4x16mm2 Al. armoured cable.

Internal electrification with fixtures.

S/F 1200 mm ceiling Fan for LT Room

S/F of exhaust Fan for LT Room, VCB room.

Earthing of street light pole (SOR-41)

Painting of street light (P5-634)

Supply and installation of DCP type of 5 Kg. Fire existinguisher (PS-1132)

12 mm thick rubber mating for safe working on.

Tools

Hydrulic crimping tools- Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm,Make/ Model:YQK300

Mannual crimping tools- Crimping range: 400 sq.mm.,Make/ Model: Crimp well

Tong tester (AC/DC-1000A, make-Rishabh) Multimeter (AC/DC-1000A, make-Meco) Megger (AC/DC-500V make-Rishabh) Screwdriver (6"x 12", make- Taparia) Plier (250mm, make-Taparia)

Chain wrench (12"x18", make Taparia) Pipe wrench (1200mm, make Taparia)

CE / UL approved manufacturer’s Radar type Level Transmitter for CWR as specified in tender technical specification sheet

CE / UL approved manufacturer’s Pressure Transmitter in main header line of Pump and for each pump as per specifications specified in tender technical specification sheet.

CE & UL certified Surge protector for control panel

CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & features as specified, for each ZPS/ OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations.

G.S.M./G.P.R.S. based wireless communication with 5G modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer anteena made for pumping plant internet charges.

CE & UL certified 7" HMI touch screen suitable to communication with PLC/RTU local display and control of process parameter.

Control panel with IP-54 protection industrial grade for all equipment separate for control (24V and power equipments)

Complete cabling for ZPS including all power and control cable of all equipments at ZPS

Security Surveillance IP Camera with Recorer

Installation, testing & commissioning of pumping plants and Panels etc. complete

Chequered plate of required size so as to cover all trenches.

Power Distribution Transformer :

Supply of Oil immersed Outdoor type Power distribution transformer 11/0.433 KV rating 160 KVA double wound with copper winding, Level-1, vector group dyn 11, ONAN with manually operated ± 7.50 % off load tap changer in step of 2.5% and complete with standard fitting & accessories.

Supply and laying of 1100 voltage grade ,1Rx3.5Cx 185 mm2 Aluminium conductor, XLPE armoured cable from Transformers to LT Panel.

Supply and laying of 1x3Cx95 mm 2 ,11 KV HT Al. XLPE cable from metering panel to H.T. Panel and form H.T. Panel to both transformers.

Double Earthing of Transformers consisting of 04 nos. Earthing Pit (two for each neutral and body) with Al/GI. strip size 25X6mm, the minimum distance between to earthing pits, Double Earthing works and all electrical equipments shall be as per IS and IER.

S/F of XLPE cable End termination box

Indoor end termination box.

Earthing of H.T Panel as per IS & IER.

Supply of 12 KV, H.T. V.C.B. Panel with one incoming & two out going ,630 Amp. (25 KA) Rating. Incommer Feeder- 01 No. 3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc. C.T.ratio 30-20/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-20 & volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC. Outgoing Feeder- 02 Nos. outgoing feeder control panel equiped with triple pole 2 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc. C.T.ratio 30-15/5A, Class-1 for measurement core & 5P10 for protection core. DC Supply SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc.

CE/UL approved manufacturer's Intelligent smart energy meter with memory real time clock and 1 serial port integrated with R.T.U. as per spec mentioned in technical bid documents.

Auto phase reversal unit -Auto phase reversal unit/ automatic transfer switch with inbuilt time delay & enclosure of Suitable Ampere rating (Confirming to IEC: 60947-1 and IEC: 60947-b-1) as specified in tender technical specification sheet.250amp

Installation , testing and Commissioning of Transformer and all associated sub station equipments etc. complete in all respect with 1.50 Mtr. Height MS Jali fancing and stone grit etc. confiroming to relevent IS code and IER.

Supply, installation, testing & comissioning of E&M works at CWR (Zone-6)

Pump Set : Elecrtic Driven Self Water lubricated V.T. Pumping set 3200 LPM, 33 m head complete in all respect discharge head assembly and strainer with 6mtr/suitable length column pipe length coupled with 40 HP/Suitable rating VHS/VSS TEFC type induction motor SCADA compatible IP-55, 50 Hz Class-F insulation 3 phase AC supply, 415+ 10% - 10% volts at speed 1460 RPM of following capacity. MOC : Impeller : CF8M Casing : 2% Ni CI IS:210, FG: 260 Shaft : AISI 410 Pumpset are proposed in module of operation in 2 Nos. are working, 1 Pump is standby. (Note- The given discharge and head are tentative and may vary according to actual site conditions and will be finalized after yeild test report & actual head during execution of work at site.)

Soft starter with RS-485 port-400V Class 45 Kw rating

Cast iron pipes & specials of suitable size.

Supply of galvanized nut- Bolt SS-304 and rubber packing material for erection of above.

DIDF Sluice Valve (metal seated) 200 mm with actuator

DIDF double flanged single/multi door swing reflex valves PN 1.0/1.6 FG200 Grade having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and shall be of 200 mm dia size.

DI Dismantling joints of following sizes.

200 mm dia at pump outlet

250 mm dia at common header

Electrical operated Travelling Trolley (E.O.T) crane 4 way motion compatible for longi tudinal and transverse motion both of 3 Tone capacity with 6 meter lift alongwith traveling trolley and double girder H-type etc.

SITC of Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-6 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., 1W+1S) ,standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve ,cock valve & sodium hydro chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz , suction lift- 1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLC SCADA system.

CE & UL certified Electomagnetic Flowmeter at common header size 250 mm. dia.

01 No. required 30 KVAr/Suitable rating APFC Panel with capacitor bank and feeder SFU & MCCB 63 Amp., 25 KA with APFC relay in 9 steps & other acceessories to adjust automatically the power factor upto 0.99.

Power and control cables

1100 V grade, 3 core 50mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to motor.(1x3x30 mtr.)

Control cable 1x10C, 1.5 mm2 PVC insulated PVC sheathed Copper conductor cable for moisture sensor Reverse protection thermistor relay etc.

EARTHING

Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) 02 Nos. each of the equipment (3 Nos Pumps + 1 No. LT Panel + 1 No. PLC Panel.) size of earthing plate 600mm x 600mm x6 mm with salt and coal.

Lighting system:

Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height.

S/F of 72 watt LED with lumen reflector.

Feeder pillar for lighting

Supply and laying of 4x16mm2 Al. armoured cable.

Internal electrification with fixtures.

S/F 1200 mm ceiling Fan for LT Room

S/F of exhaust Fan for LT Room, VCB room.

Earthing of street light pole (SOR-41)

Painting of street light (P5-634)

Supply and installation of DCP type of 5 Kg. Fire existinguisher (PS-1132)

12 mm thick rubber mating for safe working on.

CE / UL approved manufacturer’s Radar type Level Transmitter for CWR as specified in tender technical specification sheet

CE / UL approved manufacturer’s Pressure Transmitter in main header line of Pump and for each pump as per specifications specified in tender technical specification sheet.

CE & UL certified Surge protector for control panel

CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & features as specified, for each ZPS/ OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations.

G.S.M./G.P.R.S. based wireless communication with 5G modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer anteena made for pumping plant internet charges.

CE & UL certified 7" HMI touch screen suitable to communication with PLC/RTU local display and control of process parameter.

Control panel with IP-54 protection industrial grade for all equipment separate for control (24V and power equipments)

Complete cabling for ZPS including all power and control cable of all equipments at ZPS

Security Surveillance IP Camera with Recorer

Installation, testing & commissioning of pumping plants and Panels etc. complete

Chequered plate of required size so as to cover all trenches.

Power Distribution Transformer :

Supply of Oil immersed Outdoor type Power distribution transformer 11/0.433 KV rating 160 KVA double wound with copper winding, Level-1, vector group dyn 11, ONAN with manually operated ± 7.50 % off load tap changer in step of 2.5% and complete with standard fitting & accessories.

Supply and laying of 1100 voltage grade ,1Rx3.5Cx 185 mm2 Aluminium conductor, XLPE armoured cable from Transformers to LT Panel.

Supply and laying of 1x3Cx95 mm 2 ,11 KV HT Al. XLPE cable from metering panel to H.T. Panel and form H.T. Panel to both transformers.

Double Earthing of Transformers consisting of 04 nos. Earthing Pit (two for each neutral and body) with Al/GI. strip size 25X6mm, the minimum distance between to earthing pits, Double Earthing works and all electrical equipments shall be as per IS and IER.

S/F of XLPE cable End termination box

Indoor end termination box.

Earthing of H.T Panel as per IS & IER.

Supply of 12 KV, H.T. V.C.B. Panel with one incoming & two out going ,630 Amp. (25 KA) Rating. Incommer Feeder- 01 No. 3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc. C.T.ratio 30-20/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-20 & volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC. Outgoing Feeder- 02 Nos. outgoing feeder control panel equiped with triple pole 2 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc. C.T.ratio 30-15/5A, Class-1 for measurement core & 5P10 for protection core. DC Supply SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc.

CE/UL approved manufacturer's Intelligent smart energy meter with memory real time clock and 1 serial port integrated with R.T.U. as per spec mentioned in technical bid documents.

Auto phase reversal unit -Auto phase reversal unit/ automatic transfer switch with inbuilt time delay & enclosure of Suitable Ampere rating (Confirming to IEC: 60947-1 and IEC: 60947-b-1) as specified in tender technical specification sheet.250amp

Installation , testing and Commissioning of Transformer and all associated sub station equipments etc. complete in all respect with 1.50 Mtr. Height MS Jali fancing and stone grit etc. confiroming to relevent IS code and IER.

Supply, installation, testing & comissioning of E&M works at CWR (Zone-9)

Pump Set : Elecrtic Driven Self Water lubricated V.T. Pumping set 3000 LPM, 38 m head complete in all respect discharge head assembly and strainer with 6mtr/suitable length column pipe length coupled with 50 HP/Suitable rating VHS/VSS TEFC type induction motor SCADA compatible IP-55, 50 Hz Class-F insulation 3 phase AC supply, 415+ 10% - 10% volts at speed 1460 RPM of following capacity. MOC : Impeller : CF8M Casing : 2% Ni CI IS:210, FG: 260 Shaft : AISI 410 Pumpset are proposed in module of operation in 2 Nos. are working, 1 Pump is standby. (Note- The given discharge and head are tentative and may vary according to actual site conditions and will be finalized after yeild test report & actual head during execution of work at site.)

Soft starter with RS-485 port-400V Class 45 Kw rating

Cast iron pipes & specials of suitable size.

Supply of galvanized nut- Bolt SS-304 and rubber packing material for erection of above.

DIDF Sluice Valve (metal seated) 200 mm with actuator

DIDF double flanged single/multi door swing reflex valves PN 1.0/1.6 FG200 Grade having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and shall be of 200 mm dia size.

DI Dismantling joints of following sizes.

200 mm dia at pump outlet

250 mm dia at common header

Electrical operated Travelling Trolley (E.O.T) crane 4 way motion compatible for longi tudinal and transverse motion both of 3 Tone capacity with 6 meter lift alongwith traveling trolley and double girder H-type etc.

SITC of Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-6 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., 1W+1S) ,standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve ,cock valve & sodium hydro chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz , suction lift- 1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLC SCADA system.

CE & UL certified Electomagnetic Flowmeter at common header size 250 mm. dia.

01 No. required 30 KVAr/Suitable rating APFC Panel with capacitor bank and feeder SFU & MCCB 63 Amp., 25 KA with APFC relay in 9 steps & other acceessories to adjust automatically the power factor upto 0.99.

Power and control cables

1100 V grade, 3 core 50mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to motor.(1x3x30 mtr.)

Control cable 1x10C, 1.5 mm2 PVC insulated PVC sheathed Copper conductor cable for moisture sensor Reverse protection thermistor relay etc.

EARTHING

Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) 02 Nos. each of the equipment (3 Nos Pumps + 1 No. LT Panel + 1 No. PLC Panel.) size of earthing plate 600mm x 600mm x6 mm with salt and coal.

Lighting system:

Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height.

S/F of 72 watt LED with lumen reflector.

Feeder pillar for lighting

Supply and laying of 4x16mm2 Al. armoured cable.

Internal electrification with fixtures.

S/F 1200 mm ceiling Fan for LT Room

S/F of exhaust Fan for LT Room, VCB room.

Earthing of street light pole (SOR-41)

Painting of street light (P5-634)

Supply and installation of DCP type of 5 Kg. Fire existinguisher (PS-1132)

12 mm thick rubber mating for safe working on.

CE / UL approved manufacturer’s Radar type Level Transmitter for CWR as specified in tender technical specification sheet

CE / UL approved manufacturer’s Pressure Transmitter in main header line of Pump and for each pump as per specifications specified in tender technical specification sheet.

CE & UL certified Surge protector for control panel

CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & features as specified, for each ZPS/ OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations.

G.S.M./G.P.R.S. based wireless communication with 5G modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer anteena made for pumping plant internet charges.

CE & UL certified 7" HMI touch screen suitable to communication with PLC/RTU local display and control of process parameter.

Control panel with IP-54 protection industrial grade for all equipment separate for control (24V and power equipments)

Complete cabling for ZPS including all power and control cable of all equipments at ZPS

Security Surveillance IP Camera with Recorer

Installation, testing & commissioning of pumping plants and Panels etc. complete

Chequered plate of required size so as to cover all trenches.

Power Distribution Transformer :

Supply of Oil immersed Outdoor type Power distribution transformer 11/0.433 KV rating 200 KVA double wound with copper winding, Level-1, vector group dyn 11, ONAN with manually operated ± 7.50 % off load tap changer in step of 2.5% and complete with standard fitting & accessories.

Supply and laying of 1100 voltage grade ,1Rx3.5Cx 185 mm2 Aluminium conductor, XLPE armoured cable from Transformers to LT Panel.

Supply and laying of 1x3Cx95 mm 2 ,11 KV HT Al. XLPE cable from metering panel to H.T. Panel and form H.T. Panel to both transformers.

Double Earthing of Transformers consisting of 04 nos. Earthing Pit (two for each neutral and body) with Al/GI. strip size 25X6mm, the minimum distance between to earthing pits, Double Earthing works and all electrical equipments shall be as per IS and IER.

S/F of XLPE cable End termination box

Indoor end termination box.

Earthing of H.T Panel as per IS & IER.

Supply of 12 KV, H.T. V.C.B. Panel with one incoming & two out going ,630 Amp. (25 KA) Rating. Incommer Feeder- 01 No. 3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc. C.T.ratio 30-20/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-20 & volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC. Outgoing Feeder- 02 Nos. outgoing feeder control panel equiped with triple pole 2 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc. C.T.ratio 30-15/5A, Class-1 for measurement core & 5P10 for protection core. DC Supply SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc.

CE/UL approved manufacturer's Intelligent smart energy meter with memory real time clock and 1 serial port integrated with R.T.U. as per spec mentioned in technical bid documents.

Auto phase reversal unit -Auto phase reversal unit/ automatic transfer switch with inbuilt time delay & enclosure of Suitable Ampere rating (Confirming to IEC: 60947-1 and IEC: 60947-b-1) as specified in tender technical specification sheet.250amp

Installation , testing and Commissioning of Transformer and all associated sub station equipments etc. complete in all respect with 1.50 Mtr. Height MS Jali fancing and stone grit etc. confiroming to relevent IS code and IER.

Supply, installation, testing & comissioning of E&M works at CWR (Zone-10)

Pump Set : Elecrtic Driven Self Water lubricated V.T. Pumping set 3600 LPM, 38 m head complete in all respect discharge head assembly and strainer with 6mtr/suitable length column pipe length coupled with 50 HP/Suitable rating VHS/VSS TEFC type induction motor SCADA compatible IP-55, 50 Hz Class-F insulation 3 phase AC supply, 415+ 10% - 10% volts at speed 1460 RPM of following capacity. MOC : Impeller : CF8M Casing : 2% Ni CI IS:210, FG: 260 Shaft : AISI 410 Pumpset are proposed in module of operation in 2 Nos. are working, 1 Pump is standby. (Note- The given discharge and head are tentative and may vary according to actual site conditions and will be finalized after yeild test report & actual head during execution of work at site.)

Soft starter with RS-485 port-400V Class 45 Kw rating

Cast iron pipes & specials of suitable size.

Supply of galvanized nut- Bolt SS-304 and rubber packing material for erection of above.

DIDF Sluice Valve (metal seated) 200 mm with actuator

DIDF double flanged single/multi door swing reflex valves PN 1.0/1.6 FG200 Grade having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and shall be of 200 mm dia size.

DI Dismantling joints of following sizes.

200 mm dia at pump outlet

250 mm dia at common header

Electrical operated Travelling Trolley (E.O.T) crane 4 way motion compatible for longi tudinal and transverse motion both of 3 Tone capacity with 6 meter lift alongwith traveling trolley and double girder H-type etc.

SITC of Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-6 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., 1W+1S) ,standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve ,cock valve & sodium hydro chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz , suction lift- 1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLC SCADA system.

CE & UL certified Electomagnetic Flowmeter at common header size 250 mm. dia.

01 No. required 30 KVAr/Suitable rating APFC Panel with capacitor bank and feeder SFU & MCCB 63 Amp., 25 KA with APFC relay in 9 steps & other acceessories to adjust automatically the power factor upto 0.99.

Power and control cables

1100 V grade, 3 core 50mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to motor.(1x3x30 mtr.)

Control cable 1x10C, 1.5 mm2 PVC insulated PVC sheathed Copper conductor cable for moisture sensor Reverse protection thermistor relay etc.

EARTHING

Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) 02 Nos. each of the equipment (3 Nos Pumps + 1 No. LT Panel + 1 No. PLC Panel.) size of earthing plate 600mm x 600mm x6 mm with salt and coal.

Lighting system:

Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height.

S/F of 72 watt LED with lumen reflector.

Feeder pillar for lighting

Supply and laying of 4x16mm2 Al. armoured cable.

Internal electrification with fixtures.

S/F 1200 mm ceiling Fan for LT Room

S/F of exhaust Fan for LT Room, VCB room.

Earthing of street light pole (SOR-41)

Painting of street light (P5-634)

Supply and installation of DCP type of 5 Kg. Fire existinguisher (PS-1132)

12 mm thick rubber mating for safe working on.

CE / UL approved manufacturer’s Radar type Level Transmitter for CWR as specified in tender technical specification sheet

CE / UL approved manufacturer’s Pressure Transmitter in main header line of Pump and for each pump as per specifications specified in tender technical specification sheet.

CE & UL certified Surge protector for control panel

CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & features as specified, for each ZPS/ OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations.

G.S.M./G.P.R.S. based wireless communication with 5G modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer anteena made for pumping plant internet charges.

CE & UL certified 7" HMI touch screen suitable to communication with PLC/RTU local display and control of process parameter.

Control panel with IP-54 protection industrial grade for all equipment separate for control (24V and power equipments)

Complete cabling for ZPS including all power and control cable of all equipments at ZPS

Security Surveillance IP Camera with Recorer

Installation, testing & commissioning of pumping plants and Panels etc. complete

Chequered plate of required size so as to cover all trenches.

Power Distribution Transformer :

Supply of Oil immersed Outdoor type Power distribution transformer 11/0.433 KV rating 200 KVA double wound with copper winding, Level-1, vector group dyn 11, ONAN with manually operated ± 7.50 % off load tap changer in step of 2.5% and complete with standard fitting & accessories.

Supply and laying of 1100 voltage grade ,1Rx3.5Cx 185 mm2 Aluminium conductor, XLPE armoured cable from Transformers to LT Panel.

Supply and laying of 1x3Cx95 mm 2 ,11 KV HT Al. XLPE cable from metering panel to H.T. Panel and form H.T. Panel to both transformers.

Double Earthing of Transformers consisting of 04 nos. Earthing Pit (two for each neutral and body) with Al/GI. strip size 25X6mm, the minimum distance between to earthing pits, Double Earthing works and all electrical equipments shall be as per IS and IER.

S/F of XLPE cable End termination box

Indoor end termination box.

Earthing of H.T Panel as per IS & IER.

Supply of 12 KV, H.T. V.C.B. Panel with one incoming & two out going ,630 Amp. (25 KA) Rating. Incommer Feeder- 01 No. 3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc. C.T.ratio 30-20/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-20 & volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC. Outgoing Feeder- 02 Nos. outgoing feeder control panel equiped with triple pole 2 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc. C.T.ratio 30-15/5A, Class-1 for measurement core & 5P10 for protection core. DC Supply SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc.

CE/UL approved manufacturer's Intelligent smart energy meter with memory real time clock and 1 serial port integrated with R.T.U. as per spec mentioned in technical bid documents.

Auto phase reversal unit -Auto phase reversal unit/ automatic transfer switch with inbuilt time delay & enclosure of Suitable Ampere rating (Confirming to IEC: 60947-1 and IEC: 60947-b-1) as specified in tender technical specification sheet.250amp

Installation , testing and Commissioning of Transformer and all associated sub station equipments etc. complete in all respect with 1.50 Mtr. Height MS Jali fancing and stone grit etc. confiroming to relevent IS code and IER.

Supply, installation, testing & comissioning of E&M works at CWR (Zone-14)

Pump Set : Elecrtic Driven Self Water lubricated V.T. Pumping set 3000 LPM, 38 m head complete in all respect discharge head assembly and strainer with 6mtr/suitable length column pipe length coupled with 50 HP/Suitable rating VHS/VSS TEFC type induction motor SCADA compatible IP-55, 50 Hz Class-F insulation 3 phase AC supply, 415+ 10% - 10% volts at speed 1460 RPM of following capacity. MOC : Impeller : CF8M Casing : 2% Ni CI IS:210, FG: 260 Shaft : AISI 410 Pumpset are proposed in module of operation in 2 Nos. are working, 1 Pump is standby. (Note- The given discharge and head are tentative and may vary according to actual site conditions and will be finalized after yeild test report & actual head during execution of work at site.)

Soft starter with RS-485 port-400V Class 45 Kw rating

Cast iron pipes & specials of suitable size.

Supply of galvanized nut- Bolt SS-304 and rubber packing material for erection of above.

DIDF Sluice Valve (metal seated) 200 mm with actuator

DIDF double flanged single/multi door swing reflex valves PN 1.0/1.6 FG200 Grade having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and shall be of 200 mm dia size.

DI Dismantling joints of following sizes.

200 mm dia at pump outlet

250 mm dia at common header

Electrical operated Travelling Trolley (E.O.T) crane 4 way motion compatible for longi tudinal and transverse motion both of 3 Tone capacity with 6 meter lift alongwith traveling trolley and double girder H-type etc.

SITC of Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-6 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., 1W+1S) ,standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve ,cock valve & sodium hydro chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz , suction lift- 1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLC SCADA system.

CE & UL certified Electomagnetic Flowmeter at common header size 250 mm. dia.

01 No. required 30 KVAr/Suitable rating APFC Panel with capacitor bank and feeder SFU & MCCB 63 Amp., 25 KA with APFC relay in 9 steps & other acceessories to adjust automatically the power factor upto 0.99.

Power and control cables

1100 V grade, 3 core 50mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to motor.(1x3x30 mtr.)

Control cable 1x10C, 1.5 mm2 PVC insulated PVC sheathed Copper conductor cable for moisture sensor Reverse protection thermistor relay etc.

EARTHING

Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) 02 Nos. each of the equipment (3 Nos Pumps + 1 No. LT Panel + 1 No. PLC Panel.) size of earthing plate 600mm x 600mm x6 mm with salt and coal.

Lighting system:

Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height.

S/F of 72 watt LED with lumen reflector.

Feeder pillar for lighting

Supply and laying of 4x16mm2 Al. armoured cable.

Internal electrification with fixtures.

S/F 1200 mm ceiling Fan for LT Room

S/F of exhaust Fan for LT Room, VCB room.

Earthing of street light pole (SOR-41)

Painting of street light (P5-634)

Supply and installation of DCP type of 5 Kg. Fire existinguisher (PS-1132)

12 mm thick rubber mating for safe working on.

Inatallation, testing & commissioning of pumping plants and Panels etc. complete

Chequered plate of required size so as to cover all trenches.

Power Distribution Transformer :

Supply of Oil immersed Outdoor type Power distribution transformer 11/0.433 KV rating 200 KVA double wound with copper winding, Level-1, vector group dyn 11, ONAN with manually operated ± 7.50 % off load tap changer in step of 2.5% and complete with standard fitting & accessories.

Supply and laying of 1100 voltage grade ,1Rx3.5Cx 185 mm2 Aluminium conductor, XLPE armoured cable from Transformers to LT Panel.

Supply and laying of 1x3Cx95 mm 2 ,11 KV HT Al. XLPE cable from metering panel to H.T. Panel and form H.T. Panel to both transformers.

Double Earthing of Transformers consisting of 04 nos. Earthing Pit (two for each neutral and body) with Al/GI. strip size 25X6mm, the minimum distance between to earthing pits, Double Earthing works and all electrical equipments shall be as per IS and IER.

S/F of XLPE cable End termination box

Indoor end termination box.

Earthing of H.T Panel as per IS & IER.

Supply of 12 KV, H.T. V.C.B. Panel with one incoming & two out going ,630 Amp. (25 KA) Rating. Incommer Feeder- 01 No. 3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc. C.T.ratio 30-20/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-20 & volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC. Outgoing Feeder- 02 Nos. outgoing feeder control panel equiped with triple pole 2 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc. C.T.ratio 30-15/5A, Class-1 for measurement core & 5P10 for protection core. DC Supply SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc.

CE/UL approved manufacturer's Intelligent smart energy meter with memory real time clock and 1 serial port integrated with R.T.U. as per spec mentioned in technical bid documents.

Auto phase reversal unit -Auto phase reversal unit/ automatic transfer switch with inbuilt time delay & enclosure of Suitable Ampere rating (Confirming to IEC: 60947-1 and IEC: 60947-b-1) as specified in tender technical specification sheet.250amp

CE / UL approved manufacturer’s Radar type Level Transmitter for CWR as specified in tender technical specification sheet

CE / UL approved manufacturer’s Pressure Transmitter in main header line of Pump and for each pump as per specifications specified in tender technical specification sheet.

CE & UL certified Surge protector for control panel

CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & features as specified, for each ZPS/ OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations.

G.S.M./G.P.R.S. based wireless communication with 5G modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer anteena made for pumping plant internet charges.

CE & UL certified 7" HMI touch screen suitable to communication with PLC/RTU local display and control of process parameter.

Control panel with IP-54 protection industrial grade for all equipment separate for control (24V and power equipments)

Complete cabling for ZPS including all power and control cable of all equipments at ZPS

Security Surveillance IP Camera with Recorer

Installation , testing and Commissioning of Transformer and all associated sub station equipments etc. complete in all respect with 1.50 Mtr. Height MS Jali fancing and stone grit etc. confiroming to relevent IS code and IER.

Supply, installation, testing & comissioning of E&M works at OHTs.

Motor operated Actuators with Sluice valve (metal seated) of following sizes.

300 mm.dia size at distribution line.

350 mm.dia size at distribution line.

400 mm. dia size at distribution line.

450 mm. dia size at distribution line.

500 mm. dia size at distribution line.

CE & UL certified Full bore Electomagnetic Flowmeter at OHT distribution line of following sizes.

300 mm.dia size at distribution line.

350 mm.dia size at distribution line.

400 mm. dia size at distribution line.

450 mm. dia size at distribution line.

500 mm. dia size at distribution line.

DI Dismantling joints of following sizes.

150 mm.dia size at tubewell delivery line.

300 mm.dia size at distribution line.

350 mm.dia size at distribution line.

400 mm. dia size at distribution line.

450 mm. dia size at distribution line.

500 mm. dia size at distribution line.

Chlorine Analyzer with MODBUS RTU having following specifications- (a) FRC Sensor (Senssit make), range- 0-5 PPM (electrolyte with membrane cap), tytpe-Amperometric. (b) Analyzer with RS 485O/P. suitable to OHT distribution line size & compatible with SCADA system too including PH compensator.

CE/UL Certified suitable capacity UPS with batteries. (3 Phase incomming & 3 phase output for operating OHT outlet sluice valve.)

CE & UL certified Radar type level transmitter for OHT

SITC Booster pump set 645 m3/hr & differential head 8mt including Valve, pressure gauge, VFD, control panel, controller, power cable, pressure transmeter & dry run protection float sheets complete with required automation in all respect flow of single pump 322.5 m3/hr with 11 KW motor. (2w+1s) at Zone-2

SITC Booster pump set 460 m3/hr & differential head 9 mt including Valve, pressure gauge, VFD, control panel, controller, power cable, pressure transmeter & dry run protection float sheets complete with required automation in all respect flow of single pump 230 m3/hr with 9.3 KW motor. (2w+1s) for (DMA-1&2) at Zone-3

SITC Booster pump set 238 m3/hr & differential head 13 mt including Valve, pressure gauge, VFD, control panel, controller, power cable, pressure transmeter & dry run protection float sheets complete with required automation in all respect flow of single pump 238 m3/hr with 15 KW motor. (1w+1s) at Zone-4

SITC Booster pump set 347 m3/hr & differential head 12 mt including Valve, pressure gauge, VFD, control panel, controller, power cable, pressure transmeter & dry run protection float sheets complete with required automation in all respect flow of single pump 173.5 m3/hr with 11 KW motor. (2w+1s) at Zone-5

SITC Booster pump set 454 m3/hr & differential head 10 mt including Valve, pressure gauge, VFD, control panel, controller, power cable, pressure transmeter & dry run protection float sheets complete with required automation in all respect flow of single pump 227 m3/hr with 9.3 KW motor. (2w+1s) at Zone-7

SITC Booster pump set 196 m3/hr & differential head 14 mt including Valve, pressure gauge, VFD, control panel, controller, power cable, pressure transmeter & dry run protection float sheets complete with required automation in all respect flow of single pump 196 m3/hr with 15 KW motor. (1w+1s) for DMA-1 at Zone-10

SITC Booster pump set 632 m3/hr & differential head 9 mt including Valve, pressure gauge, VFD, control panel, controller, power cable, pressure transmeter & dry run protection float sheets complete with required automation in all respect flow of single pump 316 m3/hr with 15 KW motor. (2w+1s) at Zone-11

Trail & Run for 03 months of scheme complete with all OHTs, CWRs & MCS with required staff and recharges (without electricity charges)

MASTER CONTROL CENTERE (MCS)

CE/UL & BIS Certifed industrial grade LED MONITOR with latest configuration of 65"

Desktop/PC with 32 inch moniter/laptop with i7 processor having 12 GB ram and 1 TB ssd

CE/UL Certified 3 KVA UPS with batteries .

Full development version of required TAGS SCADA Software with coustomization of sowftware for MCS as per requirement .

CE/UL Certified master control room PLC with redundant CPU & power supply at MCS in IP54 enclouser

CE/UL Certified Field gateway agent for transfering data from MCS to Central control room.

GSM based wireless/Broaband/Equipment communication system for PLC capable to transfer & received data & gather data from remote sites to control satation, All accessories included signal enhancer antenna along with running expences.

CE/UL Certified Firewall for network protection.

SURGE PROTECTOR FOR ETHERNET communication protection.

CE/UL certified industrial grade Ethernet Switch.

Mobile App Facility system architecture (industries internet based & viewed through mobile apps for increased local & Remote Visibility) with mobile.

Canon/HP or equivalent Laser Printer 1018 or equivement.

PVC panelling

Security Sureillance IP camera with recorder

Installion, Commissioning & testing including required furniture, A/c etc for MCS room

Desktop/PC with i7 processor 12 Gb ram & 1 TB SSD and 32 inch moniter with licence MS office for the office

Cannon/HP printer black & white having both side printing facility for the office

Cartridge rifilling of above printer for the office

CE/UL Certified 15 KVA single phase UPS with batteries having 1 hrs backup for the office

Computer table & revolving chair branded for the office

1.5 Ton split AC BEE 3 star rated with voltage stabilizer for the office

Techmint X Digital Board 65 inch with smart pen, camera, mic etc. for the office

Multirack, multifunction colour photocopy machine having top load scanner, wifi and A3 printing facility complete with 2 year AMC and refilling/cartrige replacement upto 2 year make cannon/HP/sharp/brother

SCADA/Automation of all Tubewells for all zones.(B/O items)

CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & features as specified, for each tubewell/ OHT & stand alone OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations.

G.S.M./G.P.R.S. based wireless communication with 5G modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer anteena made for pumping plant internet charges.

Installation, commissioning & testing at tubewells

Trail & Run for 03 months of Tubewells (without electricity charges)

Supply & filling of sodium Hypochloride for 03 Months trail & run

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