Gonda Water Supply Reorganisation Scheme

CONSTRUCTION OF PUMP HOUSE SIZE (3.60 x 3.00 x 3.00 M) CUM CHLORONATING ROOM (2.80 x 1.50 x 3.00 M)- 15 NOS. AS PER DEPARTMENTAL TYPE DESIGN & DRAWING

Excavation of Earth in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50m and lead upto 50m refilling, watering ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to 50m. form the centre of the foundation trenches.

Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.

(a) First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work.

(b) Same as above in item-3 (A) but for one brick thick wall for super structure.

(c) Same as above in item-3 (B) but for 1/2 brick thick wall in 1:4

20mm thick damp proof coarse with cement & approved coarse sand in proportion of 1:2 including 5% water proofing materials or in the proportion as specified by the manufacturer including supply of all materials, labour, for completion of the work and including curring and shuttering as necessary.

RCC work in lintel in 1:2:4 cement, coarse sand and 20mm gauge approved stone ballast excluding supply fixing in position and binding with wire, centering & shuttering, necessary curing and supply of all materials, labour T&P etc. required for proper completion of work.

Same as above in item - 5 but in slab

Mild steel or iron work in plain work such as R.C.C. work (when not including in over all rates) wrought to required shape as necessary including bending for proper completion of work including supply of steel and wastage.

Supply of all materials labour, T&P etc. required for making iron door and windows frames with grills etc complete with required size (40x40mm) of angle iron I Door frame windows with grills.

Supply and fix 40mm thick ISI marked flush door and window shutters including supply and fixing of wooden cleats and stops and fixing and adjustment of hinges, bolts, locks, Handles springs and other fitting but excluding painting and supply of fittings. Sal wood

25mm thick 1:2:4 plain cement concrete floor & appron with cement coarse sand and 20mm gauge stone ballast laid in panels, finished with 3mm floating coat of neat or cement and marble dust in ratio 1:5 or as specific over and including 75mm thick base concrete consisting of cement local sand and first class brick ballast 40mm gauge in proportion of 1:6:12 and removing over lapping of mortar at the joints of panels if any and giving uniform finish including supply of all materials labour T&P etc. required for proper completion of work.

12mm thick plaster with cement mortar 1:4 consisting of cement coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc. required for proper completion of work.

Painting or varnishing of new iron work or new wood work with one coat priming and two coats of approved high grade enamel paint including supply of all materials labour, T&P etc. required for proper completion of the work.

White washing 3 coats with white cement including supply of all materials labour T&P etc required for proper completion of the work.

Apex Ultima/ Acrylic Exterior/interior paint of approved brand & manufacturer & of required shade on undercoated wall surfacevto give an uniform surface over one primer coat of white cement of approved brand after thoroughly brushing and rubbing the surface free from mortar droppings & other foreign matters including prepairing even surface with plaster of paris including supply of all material labour T&P etc required for proper completion of work.

Rolled steel joist fixed in position including cost of joist and all labour in handing and hoisting etc. complete (RS Joist 250mmx125mmx37.3Kg/m)

Supply and fixing 100mm dia AC down pipe complete with nose, head, bend and grating with necessary MS clamps 25x3mm fixed with 6mm dia nalls and including supply of all materials, labour T&P etc. required for proper completion of the work & repair of plaster painting etc. It damaged during the fixing.

Supply and fix RCC Precast Jali

(ii) 40x30 cm

SETTLING CHAMBER 1.50m X 1.50 m x1.00m V NOTCH FOR BYE PASS ARRANGEMENT OF T.W. AS PER DEPARTMENTAL TYPE DESIGN & DRAWING

Repair of Existing Pump House - 22 Nos.

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

Dismantling existing plaster over damage/cracked surface including supply of all materials, labour T8P etc. required for proper completion of the work.

Racking of joints of brick mansonry in wall in exposed surface to poperly prepare surface for new plaster work including supply of all materials, labour T&P etc. required for proper completion of the work.

12 mm thick plaster with cement & coarse sand mortar in 1:1:6 over brick work minimum thickness not to be less than 12 mm finisked with 3 mm floting coating of neat cement including supply of all materials, labour T8P etc. required for proper completion of the work.

Repair for electric fitting

Reparing of floor in P.C.C. 1:2:4

First class brick work in 1:4 cement and local sand mortar in super structure including supply of all materials labour T8P etc required for proper completion of For construction of apron 0.6 m wide work.

Same as item no. 3 above but 25 mm thick PCC floor laid over base concrete consisting of cement, local sand and 40mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6m wide.

Supply and fixing of flusk door including supply of all materials, labour T8P etc. required for proper completion of the work.

Supply and fix angle iron door ckaukkat of size 50mm x 50mm x 6 mm including supply of all materials, labour T8P etc. required for proper completion of the work.

1. Door frame (2 Nos.)

2. Window frame (4 Nos.)

Supply and fixing of 1mm thick skeet iron panelled door/ window skutters including supply and fixing and adjustment of Cleats, stops, kings, locks, bolts, kandles. Spring and other fittings.( Excluding suplly of fittings).

Supply of oxidized iron fittings of approved make for doors and window.

11.5 cm string or drip-coarse in 1:6 cement and local sand mortor.

Painting or varnisking new iron work in small areas or new wood work with one priming coat and two coats of approved paints or varnisk including supply of all materials labour, T8P etc required for proper completion of work.

White cement in three coats including supply of all materials labour, T8P etc required for proper completion of work.

Providing plaster of Paris wall putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Apex Ultima /Acrylic Exterior/ interior paint of approved brand 8 manufacturer & of required skade on under coated wall surface to give an uniform surface over one primer coat of white cement of approved brand after thoroughly brusking and rubbing the surface free from mortar droppings & other foreign matters including prepairing even surface with plaster of paris including supply of all material labour T8P etc required for proper completion of work.

Supply and fixing 3 mm thick plain glass in windows including supply of all materials labour, T8P etc required for proper completion of work.

Supply and fixing of 100 mm dia CI pipe rain water down pipe with clamp etc.

RISING MAIN AND BYE PASS ARRANGEMENT FOR ZONE- I to XI

Supply of the following pipes including railway freight, insurance charges F.O.R. etc. complete. From Tube wells to OHT including bye pass

125 mm dia D.I. Class K-9

150 mm dia D.I. Class K-9

200 mm dia D.I. Class K-9

250 mm dia D.I. Class K-9

300 mm dia D.I. Class K-9

Supply of D.I. specials for the above pipe lines

Carting, laying and jointing of the following sizes of pipes into the trenches including cost of all jointing materials, labour and T&P, testing etc. complete. From Tube wells to OHT including bye pass

125 mm dia D.I. Class K-9

150 mm dia D.I. Class K-9

200 mm dia D.I. Class K-9

250 mm dia D.I. Class K-9

300 mm dia D.I. Class K-9

Earth work in ordinary soil with lift upto 1.50 m and lead upto 50 m, filling, watering and ramming of excavated earth into the trenches and disposal of surplus earth upto 50 m.

Supply of following sizes of C.I. D/F sluice valves as per I.S. 780-1960 tested to 10 Kg/sqm fixing in pipe line trenckes, jointing and testing complete.

125 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Carting of D/F sluice valves of following sizes to the site of works lowering them into already prepared trenckes and fixing them in position including supply of jointing materials suck as bolt nut, rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete excluding values and specials required but including the testing etc. complete.

125 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Supply of all materials, labour, T&P and construction of masonary type chambers as per type design including supply and materials, labour and T&P, testing etc. complete.

Provision of Thrust block as per type design for various dia in M-20 including required reinforcement

Civil work for Rebore Tube well (as per drawing design approved by Engineer incharge)

Dismantling and reinstatement of Bituminous Road surfaces for lying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.

Bituminous Road

Interlocking Road

C.C. Road

RENOVATION WORK OF EXISTING OHT 300 KL CAPACITY /18M STAGNIG FOR ZONE -1

Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.

RENOVATION WORK OF EXISTING OHT 150 KL CAPACITY /18M STAGNIG FOR ZONE -2

Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.

RENOVATION WORK OF EXISTING OHT 500 KL CAPACITY /18M STAGNIG FOR ZONE -3

Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.

RENOVATION WORK OF EXISTING OHT 1100 KL CAPACITY /20M STAGNIG FOR ZONE -4

Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.

RENOVATION WORK OF EXISTING OHT 2000 KL CAPACITY /18M STAGNIG FOR ZONE -5

Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.

RENOVATION WORK OF EXISTING OHT 1250 KL CAPACITY /16M STAGNIG FOR ZONE -6

Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.

RENOVATION WORK OF EXISTING OHT 1500 KL CAPACITY /18M STAGNIG FOR ZONE -7

Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.

CONSTRUCTION OF OHT 550 KL CAPACITY/20M STAGNIG FOR ZONE -8

Supply of all the materials, labour T&P for construction of 550 KL capacity/ 20m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. 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 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 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.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level 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 be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC 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, around the balcony at each landing from landing with top ring beam up to 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 ventilator should be minimum 50 cm dia. The space between top dome and R.C.C.

cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.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 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of 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, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated 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 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. Thesebed blocks should support on the raft and not on the soil

Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.

CONSTRUCTION OF OHT 1900KL CAPACITY/25 M STAGNIG FOR ZONE -9

Supply of all the materials, labour T&P for construction of 1900 KL capacity/ 25m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. 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 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 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.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level 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 be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC 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, around the balcony at each landing from landing with top ring beam up to 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 ventilator should be minimum 50 cm dia. The space between top dome and R.C.C.

cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.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 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of 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, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated 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 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. Thesebed blocks should support on the raft and not on the soil

Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.

CONSTRUCTION OF OHT 750 KL CAPACITY/24 M STAGNIG FOR ZONE -10

Supply of all the materials, labour T&P for construction of 750 KL capacity/ 24m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. 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 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 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.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level 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 be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC 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, around the balcony at each landing from landing with top ring beam up to 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 ventilator should be

minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.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 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place.

Supply of 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, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated 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 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. Thesebed blocks should support on the raft and not on the soil

Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.

CONSTRUCTION OF OHT 900 KL CAPACITY /24 M STAGNIG FOR ZONE -11

Supply of all the materials, labour T&P for construction of 900 KL capacity/ 24m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. 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 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 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.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level 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 be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC 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, around the balcony at each landing from landing with top ring beam up to 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 ventilator should be minimum 50 cm dia. The space between top dome and R.C.C.

cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.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 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of 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, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated 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 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. Thesebed blocks should support on the raft and not on the soil

Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.

CONSTRUCTION OF NEW CWR

Supply of all the materials, labour T&P and construction of a R.C.C CWR of various sizes including free board, as per approved design and drawing ,including fixing of inlet and outlet pipes of suitable sizes, fixing of M.S. ladder inside and outside the tank, M.H. covers with locking arrangement and ventilators at top and suction lavel indicator, etc as per IS specification, including necessary excavation to achieve proper level of bed as per drawing and design and refilling of earth around CWR as per direction of Engineer-Incharge and also development and site clearence as per requirement and supply of all material, labour T&P etc. & construct clear water pump house of size suitable to install of Engineer Incharge including cost of pumping plant specials etc , labour construct drainage arrangement for emptying the CWR for cleaning, repairs and maintenance etc all complete.

Zone 5 - 550KL capacity

Zone 9 - 450 KL Capacity

REPAIRING OF EXISTING CWR

Repairing works of Clear Water Reservoir such as but not limited to fixing aluminum ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising floor, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.

Zone 6 - 165KL capacity

Zone 7 - 165KL Capacity

LAYING OF DISTRIBUTION SYSTEM & ITS APPURTENANT WORKS

Excavation for pipe line trenches in Ordinary soil,(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches.

Supply of the following sizes of pipes confirming to I.S. 4984:1995, I.S.-8329/2000 latest relevant of I.S.S. with couplers etc complete in all respect F.O.R. destination including all taxes and insurance.

HDPE Pipe PN-6 (O. D.)PE-100

110 mm dia

140 mm dia

160 mm dia

DI Pipe K-7

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

Addition (DI K-7) Pipe for connecting overflow to main supply

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

Supply of Specials for above pipe F.O.R destination including all Taxes and insurance.

HDPE Pipe PN-6 (O. D.)PE-100 - 5% of item No. (2.50 to 2.53)

DI Pipe K-7 - 10% of item No. (2.55 to 2.57)

DI Pipe K-7 - 10% of item No. (2.59 to 2.61)

Carting from the store (up to 8 Km.) The following sizes of pipe and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. complate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints.

HDPE Pipe PN-6 (O. D.)PE-100

110 mm dia

140 mm dia

160 mm dia

DI Pipe K-7

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

Addition (DI K-7) Pipe for connecting overflow to main supply

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

Supply of following types of fittings including railways freight, cartage up to store, all taxes and duties complete.

C.I. Double flanged Sluice /Scour Valves as per I.S. 780/1969 class-1 working pressure 10 Kg/sqm F.O.R Destination including all taxes and insurance.

C.I. Double flanged Sluice Valves

Scour Valves

80 mm dia

Air Valves

Fire Hydrants

Carting of following fittings of following sizes to the site of works lowering them into already prepared trenches and fixing them in position including supply of jointing materials such as bolt nut, rubber insertion white lead etc. including testing but excluding supply.

C.I. Double flanged Sluice Valves

Scour Valves

80 mm dia

Air Valves

Fire Hydrants

Supply of all materials, labour T&P Etc. required for construction of following chambers as per departmental type design & drawing.

Surface Box Type

Masonry Type

Air Valves

Fire Hydrants

Thrust Block

Dismantling of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m.

B.O.E. ROAD 60% old bricks

Bituminous Road

CC Road

Inter locking Road

Reinstatment of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m.

B.O.E. ROAD 60% old bricks

Bituminous Road

CC Road

Inter locking Road

Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.

upto 3.5 M wide

3.50M to 7.0 M wide

Crossing of Road for laying pipe line including supply and materials labour, T&P etc. complete.

3.5 M wide Road

7.0 M wide Road

7.0M to 12.0 M wide

Making interconnection in 90 to 500 mm dia AC/ P.V.C./ HDPE / DI pipes including supply, carting of specials, lowering them into tranckes, cutting, fixing them in proper alignment and jointing including balling out of water, necessary excavation for connection and barricading including all labour, T8P etc. required for proper completion of the work.

110 mm to 90 mm

110 mm to 110 mm

140 mm to 90 mm

160 mm to 110 mm

160 mm to 90 mm

200 mm to 90 mm

200 mm to 110 mm

200 mm to 140 mm

250 mm to 110 mm

250 mm to 250 mm

250 mm to 160 mm

250 mm to 90 mm

300 mm to 110 mm

300 mm to 140 mm

300 mm to 200 mm

300 mm to 250 mm

300 mm to 300 mm

300 mm to 90 mm

350 mm to 300 mm

Provision for laying of pipeline by trenchless technology including supply of different sizes M.S. casing pipe, labour T&P etc. required for proper completion of the work. As per carrier dia.

Charges payable to PWD Department for permission of crossing Roads.

House Connection and related works

Provision of Repair of Existing House Connection including Supply of all materials, labours T&P etc required for proper completion of work.

For 90mm to 200mm dia HDPE pipe

For 250mm to 350mm dia DI pipe

Supply and fixing of end cap for dividing into separate zone including excavation of pit, bailing out of water, fixing the end cap and then again refilling the earth in the pit with all labour, material T&P etc complete.

90mm to 200mm dia HDPE pipe

250mm dia to 350mm dia DI pipe

Making House Connection in new distribution line including supply, carting of specials, Lowering them into trenches, fixing them in proper alignment and jointing including bailing out to water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work.

In B.O.E. Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In Bitumin Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In C. C. Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In C. C. Interlocking tiles Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In Earthen Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

House Connections in existing distribution line including supply, carting of specials, Lowering them into tranches, fixing them in proper alignment and jointing including bailing out to water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work.

In B.O.E. Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In Bitumin Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In C. C. Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In C. C. Interlocking tiles Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In Earthen Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

Shifting House Connection on EXISTING PIPELINE to NEW PIPELINE including supply, carting of specials, Lowering them into trances, fixing them in proper alignment and jointing including bailing out to water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work.

In B.O.E. Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

In Bitumin Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In C. C. Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In C. C. Interlocking tiles Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

For 350 mm to 500 mm dia

In Earthen Roads

For 90 mm to 110 mm dia

For 140 mm to 160 mm dia

For 200 mm to 250 mm dia

For 250 mm to 300 mm dia

CONSTRUCTION OF BOUNDARY WALL, GATE, SITE DEVELOPMENT & APPROACH ROAD FOR NEW CAMPUSES IN ZONE- 2

Provide all materials; labour T&P etc. for the construction of 1.20m high Boundary wall as per departmental type design direction of Engineer-in-charge.

Provide all materials, labour T&P etc. required for proper completion of work and construct pillars as per type design and fixing of gate 3.6 m wide gate and 1.2m wicket gate.

Provide all materials, labour T&P etc. required for proper completion of work and construct Interlocking approach road.

Provide all materials, labour T8P etc. required for proper completion of work including leveling, dressing excavation and filling of earth where necessary for develop of water works site including carriage of earth.

Construction of Drain as per type design in all materials, labour T&P etc. required for proper completion of work inside campous for proper drainage. Size (300 mm x 300 mm).

Provision of Solar Lighting in campus as per direction of Engineer-in-charge including all materials, labour T&P etc complete.

REPAIRING OF EXISTING BOUNDARY WALL, GATE, SITE DEVELOPMENT & APPROACH ROAD FOR OLD CAMPUS IN ZONE- 1, 2, 3, 4

Provide all materials; labour T&P etc. for the repairing of existing Boundary wall as per direction of Engineer-in-charge.

Provide all materials, labour T&P etc. required for proper completion of work and construct pillars as per type design and fixing of gate 3.6 m wide gate and 1.2m wicket gate.

Provide all materials, labour T&P etc. required for proper completion of work and construct Interlocking approach road.

CONSTRUCTION OF HALF SET SINGLE ROOMED QUATERS FOR OPERATING STAFF AS PER DEPARTMENTAL TYPE DESIGN (4 Nos)

Excavation in foundation in ordinary soil (loan, clay, and / or sand) including lift up to 1.5m and leap up to 50m refilling, watering, and ramming of excavated earth into the 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 center of the foundation trenches.

Concrete with 40 mm gauge brick ballast, coarse sand and cement in proportion of 1:6:12 in foundation including supply of all materials, labour, T&P etc required for proper completion of work.

First 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 completion of work.

25 mm thick damp proof coarse with cement ,stone grit 12mm and coarse sand in the proportion of 1:1.5:3 including approved water-proofing materials including supply of all materials, labour T&Pand tools and plants etc required for proper completion of the work.

Sand filling in the foundation including supply of labour,material ,T&P etc .

Ist Class brick work in 1:4 cement and coarse sand mortar in superstructure including supply of all material, labour, T&P etc required for proper completion of the work. (Thickness of wall to one brick thick).

12 mm thick plaster with cement and coarse sand mortar in proportion of 1:4 over brickwork, minimum thickness not be less than 10 mm including supply of all materials labour, T&P etc required for proper completion of work.

20 mm thick cement plaster , in Dado or skirting with cement and coarse sand mortar 1:2 laid in panels and finished with 3mm floating coat of neat cement or 1:5 cement and marble dust , including supply of all materials, labour ,T&P etc for proper completion of work.

Same as above but in proportion 1:4 with cement and coarse sand mortar, over ceiling.

Struck pointing in cement mortar 1:2 with colouring material to match with the brickwork colour including supply of all materials ,labour, T&P etc required for proper completion of work.

R.C.C. work with Cement approved Coarse sand and 20mm Gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors, windows & sunshade excluding reinforcement and its bending but including its fixing and binding the same 24 B WG wire in position with supply all materials labour T&P etc required for proper completion of work.

Mild steel or iron work in RCC or RB work (when not included in overall rates ) brought to required shape as necessary ,including bending and supply of steel and wastage for completion of work

Supply and fixing of MS angle iron chaukhats of 40x40x6mm size including simoe moulding straight work as in chaukhats and also supply of all materials ,labour, T&P etc required for proper completion of work.

Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting ,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work.

Mild steel grill in windows wrought to required form including supply of labour, steel ,T&P etc for proper completion of work.

25 mm thick (1:2:4) plain cement concrete floor with cement course sand and 20 mm gauge stone ballast, laid in panels, finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified, and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work. including 75 mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all materials, labour T&P etc required for proper completion of work.

Same as item no 16 above but 40 mm thick over base concrete consisting of cement, coarse sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide.

First class brick work in 1:4 cement and coarse sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of For construction of apron 0.6 m wide work.

Supply of 40 mm thick sheesham wood door/window shutters with 9 mm thick Plywood or pressed Wood pannels and fixing Cleats, stops, hinges, locks, bolts, handlers , spring and other fittings. (Excluding suply of Fittings).

Supply and fixing of oxidized iron fittings of approved make for doors and windows.

Painting or Varnishing new iron work or new wood work with one coat priming and two coat of approved paint or Vamish inclduing supply of all materials, labour T&P etc. complete required for proper completion of the work.

White washing in three coat including supply of all materials, labour, T&P etc. complete required for proper completion of the work

Providing plaster of Paris wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.

Painting with premium acrylic smooth paint with silicon additive of approved brand and manufacture such as Berger, Apex Ultima, Shalimar, Asian paints & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with wall putty or approved synthetic material & sand papered smooth including cost of all materials.

Provide all material, labour, T&P etc. and construct 100 mm dia semi circular C.C. covered drain inclduing rendering the surface smooth with neat cement.

Supply of all materials, labour,T&P etc and construct inspection chamber as per type design and drawing.

Supplying, carting, laying, jointing, fixing and testing of (1/2 -1 inch) CPVC Screwed pipe with specials and fittings inclduing cutting holes in masonry and making good the walls, fixing clamps wherever necessary etc. complete including cost of white lead, hemps, oil, etc.

Supply of all material ,labour,T&P etc fixing of water tap required for proper completion of the work.

Supply of all material ,labour,T&P etc fixing of float valve required for proper completion of the work.

Supply and fixing of 110mm dia PVC pipe from U trap to septic tank including supply of all special materials required for proper completion of the work.

Provision for internal electrification including supply of all materials, labour, T&P etc. complete.

Supply and fix 110mm dia PVC down Pipe with rose heads,bends, gratings with necessary MS clamps 25mmx 3mm fixed with walls including supply of 150mm long ,6mm dia nails including supply of all materials ,labour etc for proper completion of work.

20 mm thick cement plaster , in Dado or skirting with cement and coarse sand mortar 1:2 laid in panels and finished with 3mm floating coat of neat cement or 1:5 cement and marble dust , including supply of all materials, labour ,T&P etc for proper completion of work.

Construction of septic tank and soak pit including supply of materials labour etc complete.

Supply and fix of position 500 litre capacity PVC (Sintex or other approved make ) storage tank.

Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour, T&P etc. required for proper completion of the work.

Provision for electrification inside and outside of the quarter.

REPAIR OF ONE NO. EXISTING STAFF QUARTER (5 nos)

Ist Class brick work in 1:4 cement and local sand mortar in superstructure including supply of all material, labour, T&P etc required for proper completion of the work. (Thickness of wall to one brick thick).

12 mm thick plaster with cement & coarse sand mortar in 1:1:5 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work.

Scraping old color washing and preparing the surface by removing loos material etc. including all labour and T&P etc complete.

40 mm thick over base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide.

White washing in three coat including supply of all materials, labour, T&P etc. complete required for proper completion of the work

Providing plaster of Paris wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.

Apex Ultima /Acrylic Exterior/ interior paint of approved brand & manufacturer & of required shade on under coated wall surface to give an uniform surface over one primer coat of white cement of approved brand after thoroughly brushing and rubbing the surface free from mortar droppings & other foreign matters including prepairing even surface with plaster of paris including supply of all material labour T&P etc required for proper completion of work.

Supply and fixing of flush doors including supply of all materials, paints, labour T&P etc. required for proper completion of the work.

Repair for electric fitting

Repair for sanitation work

Construction of Office-cum-Control Room of size 8mX10m as per direction of engineer-in-charge.

Construction of Master Control Room of size 8mX10m as per direction of engineer-in-charge.

Construction of Admin Building as per approved type design with specifications conforming to latest relevant IS Code and as per direction of Engineer Incharge

Permission from other department.

E&M Work - Tubwell related.

Construction of TW for 1200 LPM :

TRANSPORTATION

Transportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .

Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .

Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .

Transportation of TubewellL Assembly including Loading , unloading with labour etc complete in all respect .

CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II)

DC Drilling upto 200M

Logging of Bore

Drilling of 600mm dia bore from G.L. to 65 m BGL.

Drilling of 500mm dia bore from 65 m BGL to 100m BGL.

Drilling of 500mm dia bore from 101m BGL to 165m BGL.

LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-

Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL.

Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL.

Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL.

Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 150m BGL.

TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110)

M.S. Tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) well cap, bail pliug, clamp, reducer, centre guide, support structure etc as required & as per typed design complete in all respect.

300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , 10 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect .

200mm dia MSERW 7.1mm thick plain /slotted pipe including with 20 no M.S ring 100X12mm thick , 1 no M.S. bail plug , 10 no center guide etc comp in all respect.

PEA-GRAVEL (As per IS 4097)

1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.

DEVELOPMNET OF TUBE WELL

Development of tube well by 250 PSI air compressor

Development of tube well by 3 cusec O.P. Unit.

Cutting & Re welding of wellcap before & after development of tubewell by compressor & O.P. Unit including barricading of Site during construction of tubewell.

Chemical and bacteriological test.

Pumping Plant & Instrumentation Including Servo Stablizer and Chlorinating Plant For New/Existing Tubewells

SITC of 1200 LPM 31 & 32m head 15 H.P submersible clear water pumping plant ( suitable head as per site condition and direction of engineer in charge) suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 150 mm dia column pipe 24 meter,150 mm dia NRV,150 mm dia CI D/F Bend 90 Degree,150 mm dia CI A/F Tee, 150 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc.

SITC of 1200 LPM 56m head 25 hp submersible clear water pumping plant ( suitable head as per site condition and direction of engineer in charge) suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 150 mm dia column pipe 24 meter,150 mm dia NRV,150 mm dia CI D/F Bend 90 Degree,150 mm dia CI A/F Tee, 150 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc.

SITC of 1200 LPM 59 m head 30 hp submersible clear water pumping plant ( suitable head as per site condition and direction of engineer in charge) suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 150 mm dia column pipe 24 meter,150 mm dia NRV,150 mm dia CI D/F Bend 90 Degree,150 mm dia CI A/F Tee, 150 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc.

SITC of 900 LPM 56 m 20 HP submersible clear water pumping plant ( suitable head as per site condition and direction of engineer in charge) suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 100 mm dia column pipe 24 meter,100 mm dia NRV,100 mm dia CI D/F Bend 90 Degree,100 mm dia CI A/F Tee, 100 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc.

SCADA compatable chlorinating System

Supply & Erection of Servo Stabilizer of 20 KVA

Supply & Erection of Servo Stabilizer of 25 KVA

Supply & Erection of Servo Stabilizer of 30 KVA

Supply & Erection of Servo Stabilizer of 40 KVA

CE / UL certified Intelligent smart energy meter

Motor Operated Actuator having positioning card with Sluice Valve (150mm)

CE / UL certified Electromagnetic flowmeter of size:150mm

Digital Soft starter (15 KW)

Digital Soft starter (22 KW)

Digital Soft starter (30 KW)

Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps)

Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (125 Amps)

Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (160 Amps)

CE / UL certified Hydrostatatic type sub soil water level transmitter

CE / UL certified Pressure Transmitter

CE / UL certified Surge protector for control panel

CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters

Control panel with IP 54 protection, industrial grade from all equipments (separate for control (24V) and power equipments.

Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT

Suppy and Installation of Suitable Size Armored Cable including copper lugs etc. complete work.

Internal electrification of pump house and chlorinating room.

SITC of SCADA And Automation for New/Existing TWs

Fully Automation of T/W through SCADA complete in all respect e.g. supply installationtesting of all required RTU, wireless communication device, control panel, PLC, Programming,software, Licences, wiring etc complete in all respect including mobile based app development and interconnection with LCS,MCS central control room Gonda & central control room Lucknow as per 24 x 7 water supply requirement.

Complete trail Run & operation of all new & old/existing tubewell including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.

Pumping Plant & Instrumentation Of CWR Zone 5

V.T. Pump- Motor Set

3400 LPM 32M head Clear Water 1450 RPM, surface discharge, self water lubricated, Bottom Suction with 150 mm dia size & 6 M long column Assembly ( Column Pipe shaft & Rubber spider) Discharge head, Top shaft, rachet to prevent reverse rotation, suitable to couple with 3 phase 4 Pole, Vertical hollow shaft 1450 RPM squirrel cage 400 V ± 10% 50 Hz, AC, Motor etc. (or suitable head, H.P, RPM of pump motor & size & length of coloumn pipes as per site condition and direction of engineer in charge)

Starter

Provision of Digital Soft Starter to operate Upto 40HP motor (or suitable Capacity as per site condition and direction of engineer in charge) at 0.4 KV + 10% 3 phase, 50 Hz. A.C. and to control the above motors. It shall comprise of all protection devices as per latest I.S.S. specifications.

L.T. Switchgear Panel Board

Provision and laying of PVC armoured Power cables of required sizes with earthing material.for internal wiring i.e Panel to Starters and from Starters to Motors

Delivery pipes and specials as per details given below (or suitable size as per site condition and direction of engineer in charge): 200 mm size individual delivery and 300 mm size common delivery with jointing material, valves, Tee, bends etc. a. 200 mm dia Detachable Joint-3 Nos b. 200 mm dia Bend- 3 Nos c. 200 X 300 X 300mm Tee- 3 Nos d. 200 mm Reflux Valve-3 Nos. e. 200 mm dia Duckfoot Bend-1 Nos. f. 300 mm dia Common Header-15 M g. 300 mm dia Blind Flange- 1 No h. Dismantlling Joint 200 mm dia - 3 Nos. i. Dismantlling Joint 300 mm dia - 01 Nos. j. 300 mm Reflux Valve-01 Nos.

Provision of MS Girder for pump base etc.

Chukkered Plate and Grills to cover the Gaps between Girder and Adjacent Pumps

Internal electrification of Pump House (CWR), Pannel room and campus with Light & Fan wiring and & other Necessary works.

Supply of Electro menhanical type chlorinating plant 0 to 30 LPH capacity pump set Suitable for 500 Kg./Cm2 working pressure to feed sodiumhypochloride solution complete ste, Sodium Hypochloride liquid is used in this type of chlorinator which contains 120 gms of chlorine in 1000 ml Quantity Confirming quality Manegment System Standard NS-EN ISO 9001-2000

H.O.T. crane of 3 Tones capacity , Lift 4.5 Mtr

Testing of pumps & other equipment at work site

Painting of equipment with two coats.

CE / UL certified Intelligent smart energy meter

Motor Operated sluice valve with Actuator for Pumps(200 mm dia or suitable size as per site condition and direction of engineer in charge)

Motor Operated sluice valve with Actuator for Common Header (300mm dia or suitable size as per site condition and direction of engineer in charge)

Electromagnetic flowmeter of size: 300 mm for common header (or suitable size as per site condition and direction of engineer in charge)

Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (200 Amps)

CE / UL certified Radar type Level Transmitter for CWR

CE / UL certified Smart Pressure Transmitter

CE / UL certified Surge protector for control panel

CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters

Complete Cabling for ZPS including all power & control cable of all equipments at ZPS and OHT

Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments.

Installation, commissioning & testing

Security surveillance IP Camera with recorder

Complete trail Run & operation of above Zone CWR ,Booster Pump & tw including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.

Pumping Plant & Instrumentation Of Existing CWR Zone 6

V.T. Pump- Motor Set

2100 LPM 30M head Clear Water 1450 RPM, surface discharge, self water lubricated, Bottom Suction with 200 mm dia size 6 M long column Assembly ( Column Pipe shaft & Rubber spider) Discharge head, Top shaft, rachet to prevent reverse rotation, suitable to couple with 3 phase 4 Pole, Vertical hollow shaft 1450 RPM squirrel cage 400 V ± 10% 50 Hz, AC, Motor etc. (or suitable head, H.P, RPM of pump motor & size & length of coloumn pipes as per site condition and direction of engineer in charge)

Starter

Provision of Digital Soft Starter to operate Upto 40 HP motor (or suitable Capacity as per site condition and direction of engineer in charge) at 0.4 KV + 10% 3 phase, 50 Hz. A.C. and to control the above motors. It shall comprise of all protection devices as per latest I.S.S. specifications.

L.T. Switchgear Panel Board

Provision and laying of PVC armoured Power cables of required sizes with earthing material.for internal wiring i.e Panel to Starters and from Starters to Motors

Delivery pipes and specials as per details given below (or suitable size as per site condition and direction of engineer in charge): 200 mm size individual delivery and 300 mm size common delivery with jointing material, valves, Tee, bends etc. a. 200 mm dia Detachable Joint-3 Nos b. 200 mm dia Bend- 3 Nos c. 200 X 300 X 300mm Tee- 3 Nos d. 200 mm Reflux Valve-3 Nos. e. 200 mm dia Duckfoot Bend-1 Nos. f. 300 mm dia Common Header-15 M g. 300 mm dia Blind Flange- 1 No h. Dismantlling Joint 200 mm dia - 3 Nos. i. Dismantlling Joint 300 mm dia - 01 Nos. j. 300 mm Reflux Valve-01 Nos.

Provision of MS Girder for pump base etc.

Chukkered Plate and Grills to cover the Gaps between Girder and Adjacent Pumps

Internal electrification of Pump House (CWR), Pannel room and campus with Light & Fan wiring and & other Necessary works.

Supply of Electro menhanical type chlorinating plant 0 to 30 LPH capacity pump set Suitable for 500 Kg./Cm2 working pressure to feed sodiumhypochloride solution complete ste, Sodium Hypochloride liquid is used in this type of chlorinator which contains 120 gms of chlorine in 1000 ml Quantity Confirming quality Manegment System Standard NS-EN ISO 9001-2000

H.O.T. crane of 3 Tones capacity , Lift 4.5 Mtr

Testing of pumps & other equipment at work site

Painting of equipment with two coats.

CE / UL certified Intelligent smart energy meter

Motor Operated sluice valve with Actuator for Pumps(200mm dia or suitable size as per site condition and direction of engineer in charge)

Motor Operated sluice valve with Actuator for Common Header (300mm) (or suitable size as per site condition and direction of engineer in charge)

Electromagnetic flowmeter of size: 300mm for common heade or suitable size as per site condition and direction of engineer in charge)

Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (200 Amps)

CE / UL certified Radar type Level Transmitter for CWR

CE / UL certified Smart Pressure Transmitter

CE / UL certified Surge protector for control panel

CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters

Complete Cabling for ZPS including all power & control cable of all equipments at ZPS and OHT

Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments.

Installation, commissioning & testing

Complete trail Run & operation of above Zone CWR Booster Pump & tw including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.

Pumping Plant & Instrumentation Of Existing CWR Zone 7

V.T. Pump- Motor Set

2200 LPM 32M head Clear Water 1450 RPM,surface discharge, self water lubricated, Bottom Suction with 150 mm dia & 6 M long column Assembly ( Column Pipe shaft & Rubber spider) Discharge head, Top shaft, rachet to prevent reverse rotation, suitable to couple with 3 phase 4 Pole, Vertical hollow shaft 1450 RPM squirrel cage 400 V ± 10% 50 Hz, AC, Motor etc. (or suitable head, H.P, RPM of pump motor & size & length of coloumn pipes as per site condition and direction of engineer in charge)

Starter

Provision of Digital Soft Starter to operate Upto 30 HP motor (or suitable Capacity as per site condition and direction of engineer in charge)at 0.4 KV + 10% 3 phase, 50 Hz. A.C. and to control the above motors. It shall comprise of all protection devices as per latest I.S.S. specifications.

L.T. Switchgear Panel Board

Provision and laying of PVC armoured Power cables of required sizes with earthing material.for internal wiring i.e Panel to Starters and from Starters to Motors

Delivery pipes and specials as per details given below (or suitable size as per site condition and direction of engineer in charge): 200 mm size individual delivery and 300 mm size common delivery with jointing material, valves, Tee, bends etc. a. 200 mm dia Detachable Joint-3 Nos b. 200 mm dia Bend- 3 Nos c. 200 X 300 X 300mm Tee- 3 Nos d. 200 mm Reflux Valve-3 Nos. e. 200 mm dia Duckfoot Bend-1 Nos. f. 300 mm dia Common Header-15 M g. 300 mm dia Blind Flange- 1 No h. Dismantlling Joint 200 mm dia - 3 Nos. i. Dismantlling Joint 300 mm dia - 01 Nos. j. 300 mm Reflux Valve-01 Nos.

Provision of MS Girder for pump base etc.

Chukkered Plate and Grills to cover the Gaps between Girder and Adjacent Pumps

Internal electrification of Pump House (CWR), Pannel room and campus with Light & Fan wiring and & other Necessary works.

Supply of Electro menhanical type chlorinating plant 0 to 30 LPH capacity pump set Suitable for 500 Kg./Cm2 working pressure to feed sodiumhypochloride solution complete ste, Sodium Hypochloride liquid is used in this type of chlorinator which contains 120 gms of chlorine in 1000 ml Quantity Confirming quality Manegment System Standard NS-EN ISO 9001-2000

H.O.T. crane of 3 Tones capacity , Lift 4.5 Mtr

Testing of pumps & other equipment at work site

Painting of equipment with two coats.

CE / UL certified Intelligent smart energy meter

Motor Operated sluice valve with Actuator for Pumps(200mm dia or suitable size as per site condition and direction of engineer in charge)

Motor Operated sluice valve with Actuator for Common Header (300mm) (or suitable size as per site condition and direction of engineer in charge)

Electromagnetic flowmeter of size: 300mm for common header (or suitable size as per site condition and direction of engineer in charge)

Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (200 Amps)

CE / UL certified Radar type Level Transmitter for CWR

CE / UL certified Smart Pressure Transmitter

CE / UL certified Surge protector for control panel

CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters

Complete Cabling for ZPS including all power & control cable of all equipments at ZPS and OHT

Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments.

Installation, commissioning & testing

Complete trail Run & operation of above Zone CWR ,,Booster Pump &Tw including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.

Pumping Plant & Instrumentation Of CWR Zone 9

V.T. Pump- Motor Set

3150 LPM 39M head Clear Water 1450 RPM, surface discharge, self water lubricated, Bottom Suction with 200 mm dia size 6 M long column Assembly ( Column Pipe shaft & Rubber spider) Discharge head, Top shaft, rachet to prevent reverse rotation, suitable to couple with 3 phase 4 Pole, Vertical hollow shaft 1450 RPM squirrel cage 400 V ± 10% 50 Hz, AC, Motor etc. (or suitable head, H.P, RPM of pump motor & size & length of coloumn pipes as per site condition and direction of engineer in charge)

Starter

Provision of Digital Soft Starter to operate Upto 40 HP motor (or suitable Capacity as per site condition and direction of engineer in charge) at 0.4 KV + 10% 3 phase, 50 Hz. A.C. and to control the above motors. It shall comprise of all protection devices as per latest I.S.S. specifications.

L.T. Switchgear Panel Board

Provision and laying of PVC armoured Power cables of required sizes with earthing material.for internal wiring i.e Panel to Starters and from Starters to Motors

Delivery pipes and specials as per details given below (or suitable size as per site condition and direction of engineer in charge): 200 mm size individual delivery and 300 mm size common delivery with jointing material, valves, Tee, bends etc. a. 200 mm dia Detachable Joint-3 Nos b. 200 mm dia Bend- 3 Nos c. 200 X 300 X 300mm Tee- 3 Nos d. 200 mm Reflux Valve-3 Nos. e. 200 mm dia Duckfoot Bend-1 Nos. f. 300 mm dia Common Header-15 M g. 300 mm dia Blind Flange- 1 No h. Dismantlling Joint 200 mm dia - 3 Nos. i. Dismantlling Joint 300 mm dia - 01 Nos. j. 300 mm Reflux Valve-01 Nos.

Provision of MS Girder for pump base etc.

Chukkered Plate and Grills to cover the Gaps between Girder and Adjacent Pumps

Internal electrification of Pump House (CWR), Pannel room and campus with Light & Fan wiring and & other Necessary works.

Supply of Electro menhanical type chlorinating plant 0 to 30 LPH capacity pump set Suitable for 500 Kg./Cm2 working pressure to feed sodiumhypochloride solution complete ste, Sodium Hypochloride liquid is used in this type of chlorinator which contains 120 gms of chlorine in 1000 ml Quantity Confirming quality Manegment System Standard NS-EN ISO 9001-2000

H.O.T. crane of 3 Tones capacity , Lift 4.5 Mtr

Testing of pumps & other equipment at work site

Painting of equipment with two coats.

CE / UL certified Intelligent smart energy meter

Motor Operated sluice valve with Actuator for Pumps(200mm) (or suitable size as per site condition and direction of engineer in charge)

Motor Operated sluice valve with Actuator for Common Header (300mm) (or suitable size as per site condition and direction of engineer in charge)

Electromagnetic flowmeter of size: 300mm for common header (or suitable size as per site condition and direction of engineer in charge)

Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (200 Amps)

CE / UL certified Radar type Level Transmitter for CWR

CE / UL certified Smart Pressure Transmitter

CE / UL certified Surge protector for control panel

CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters

Complete Cabling for ZPS including all power & control cable of all equipments at ZPS and OHT

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

Installation, commissioning & testing

Complete trail Run & operation of above Zone CWR ,Booster pump &TW including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.

Automation of CWR For All ZONEs

Fully Automation of CWR through SCADA complete in all respect e.g. Supply installation Testing of all Required RTU, Wireless Communication Module, Control Panel, PLC, Programming, Software, Licences, wiring etc complete in all respect including mobile based app development and interconnection with LCS, MCS Central Control Room Ayodhya and Central Control Room Lucknow as per 24x7 water supply requirements

Ultrasonic Level Sensor For Existing CWR

Automation of Existinh OHT Zone 1 & 2

Repairing of Existing infrastructure of OHT automation system including repairing of level sensor, power & control cable, earthing system, Outlet Actuated Sluice valve including replacement of damage equipment if required to interconnection with LCS/MCS complete in all respect.

SITC of Flowmeter 300 mm dia in Zone 1

SITC of Flowmeter 200 mm dia in Zone 2

DMA /ESR Automation for Zone-3

Automation of New/Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :-

Flow meter in each DMA as per site requirement size or as per engineer in charge

Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge

SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge

Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA

Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA

Radar Type level transmitter as per site requirement size or as per engineer in charge

5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge

Dismanttling Joint as per site requirement

Design, SITC of Booster pumps asper 24 x 7 water supply requirements with 50% standby of peak water demand along with main piping and actuator valves and bypass arrangement,extra pressure transmiiter, VFD drive, PLC panel, TDS analyser, power and control wiring complete in all respect considering all DMAs

accumlator Tank

3KVA UPSWith Battries As per Specification

Resedual Chlorine Analyser

Distribution Box/ LT Panel (200 Amp Incoming (1 No.), 100 Amp Outgoing (2 Nos) with MCCB of Suitable current rating, ELCB/ Earth Fault Relay, 3 Phase protection Relay with Input Imbalance and Phase loss Protection.

Servo Voltage Stabilizer as per site condition for Booster Pumps

DMA /ESR Automation for Zone-4

Automation of New/Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :-

Flow meter in each DMA as per site requirement size or as per engineer in charge

Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge

SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge

Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA

Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA

Radar Type level transmitter as per site requirement size or as per engineer in charge

5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge

Dismanttling Joint as per site requirement

Design, SITC of Booster pumps asper 24 x 7 water supply requirements with 50% standby of peak water demand along with main piping and actuator valves and bypass arrangement,extra pressure transmiiter, VFD drive, PLC panel, TDS analyser, power and control wiring complete in all respect considering all DMAs

accumlator Tank

3KVA UPSWith Battries As per Specification

Resedual Chlorine Analyser

Distribution Box/ LT Panel (200 Amp Incoming (1 No.), 100 Amp Outgoing (2 Nos) with MCCB of Suitable current rating, ELCB/ Earth Fault Relay, 3 Phase protection Relay with Input Imbalance and Phase loss Protection.

Servo Voltage Stabilizer as per site condition for Booster Pumps

DMA /ESR Automation for Zone-5

Automation of New/Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :-

Flow meter in each DMA as per site requirement size or as per engineer in charge

Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge

SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge

Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA

Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA

Radar Type level transmitter as per site requirement size or as per engineer in charge

5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge

Dismanttling Joint as per site requirement

Design, SITC of Booster pumps asper 24 x 7 water supply requirements with 50% standby of peak water demand along with main piping and actuator valves and bypass arrangement,extra pressure transmiiter, VFD drive, PLC panel, TDS analyser, power and control wiring complete in all respect considering all DMAs

accumlator Tank

3KVA UPSWith Battries As per Specification

Resedual Chlorine Analyser

Distribution Box/ LT Panel (200 Amp Incoming (1 No.), 100 Amp Outgoing (2 Nos) with MCCB of Suitable current rating, ELCB/ Earth Fault Relay, 3 Phase protection Relay with Input Imbalance and Phase loss Protection.

Servo Voltage Stabilizer as per site condition for Booster Pumps

DMA /ESR Automation for Zone-6

Automation of New/Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :-

Flow meter in each DMA as per site requirement size or as per engineer in charge

Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge

SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge

Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA

Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA

Radar Type level transmitter as per site requirement size or as per engineer in charge

5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge

Dismanttling Joint as per site requirement

Design, SITC of Booster pumps asper 24 x 7 water supply requirements with 50% standby of peak water demand along with main piping and actuator valves and bypass arrangement,extra pressure transmiiter, VFD drive, PLC panel, TDS analyser, power and control wiring complete in all respect considering all DMAs

accumlator Tank

3KVA UPSWith Battries As per Specification

Resedual Chlorine Analyser

Distribution Box/ LT Panel (200 Amp Incoming (1 No.), 100 Amp Outgoing (2 Nos) with MCCB of Suitable current rating, ELCB/ Earth Fault Relay, 3 Phase protection Relay with Input Imbalance and Phase loss Protection.

Servo Voltage Stabilizer as per site condition for Booster Pumps

DMA /ESR Automation for Zone-7

Automation of New/Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :-

Flow meter in each DMA as per site requirement size or as per engineer in charge

Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge

SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge

Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA

Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA

Radar Type level transmitter as per site requirement size or as per engineer in charge

5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge

Dismanttling Joint as per site requirement

Design, SITC of Booster pumps asper 24 x 7 water supply requirements with 50% standby of peak water demand along with main piping and actuator valves and bypass arrangement,extra pressure transmiiter, VFD drive, PLC panel, TDS analyser, power and control wiring complete in all respect considering all DMAs

accumlator Tank

3KVA UPSWith Battries As per Specification

Resedual Chlorine Analyser

Distribution Box/ LT Panel (200 Amp Incoming (1 No.), 100 Amp Outgoing (2 Nos) with MCCB of Suitable current rating, ELCB/ Earth Fault Relay, 3 Phase protection Relay with Input Imbalance and Phase loss Protection.

Servo Voltage Stabilizer as per site condition for Booster Pumps

DMA /ESR Automation for Zone-9

Automation of New OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :-

Flow meter in each DMA as per site requirement size or as per engineer in charge

Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge

SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge

Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA

Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA

Radar Type level transmitter as per site requirement size or as per engineer in charge

5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge

Dismanttling Joint as per site requirement

New OHT Automation of Zone 8,10 & 11

Automation of New/ OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :-

Flow meter in each DMA as per site requirement size or as per engineer in charge

Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge

SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge

Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA

Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA

Radar Type level transmitter as per site requirement size or as per engineer in charge

5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge

Dismanttling Joint as per site requirement

Sub Station Of CWR Zone 5,6,7 & 9

SITC of indoor type floor mounted metal clad, 11 KV VCB panel with 01 No. 630 Amp. incoming VCB & 02 Nos 630 Amp.( or suitable sizes or as per site requirement) outgoing VCB totally enclosed breaker as per IS with all necessory protection and also should be compatible to SCADA operation

SITC of 160 KVA, 11/0.44 KV, 3 Phase copper wound transformer or as per site requirement

SITC of 3C x 70 Sq.mm size or suitable sizes or as per site requirement HT XLPE cable from 11 K.V.UPPCL metering panel to H.T. incoming Panel, and H.T. panel to Transformer complete in all respect.

SITC of LT Panel comprisiing of 03 No.(2T/F+1 No DG) 630 Amp ( or suitable sizes or as per site requirement) Incoming ACB Panel shall be mechanically and electrically interlocked completely and 01 Nos 400 Amp ( or suitable sizes or as per site requirement) MCCB as Outgoing and 01 Nos 100 Amp( or suitable sizes or as per site requirement) Outgoing for Auxiliary Load suitable capacity suitable for SCADA and all necessary protection equipments and metering equipment as per requirement.

SITC of Complete Cable Jointing Kit (H.T. indoor outdoor type & LT indoor outdoor type )

Complete Earthing of required & essential equipmrnt/point with G.I. earth plate 600 mm X 600 mm X 6 mm thick & G.I. strip as per IS code of CWR, Sub station complete in all respect

SITC of CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg, Electrical resistance sheet 1 Mtr. X 2 Mtr. (25 mm thick), tools & spanner set, Heavy Duty leak proof fire bucket 06 Nos. as per IS 2546/1974 & Fire bucket stand for 6 bucket at cwr & Sub station as per site requirement complete in all respect.

Installation of all equipments , power wiring of Electrical equipments with required size of cable tray, cable lugs,cable gland including paintaing work of all required equipment and commissioning of the pumping plants, sub station & Scada System.

Construction of foundation & fencing for both transformer & D.G. Set complete in all respect

NOC for substation from safety department

MCS (Master Control Station) For All New & old/Existing Tubewell, CWR & OHT

CE/UL & BIS Certified industrial grade LED MONITOR with latest configuration as per specification. 65"

Desktop/PC with i5/i7 processor for as per spec mentioned in technical bid doucments.

CE/UL Certified 3 KVA UPS with batteries as per spec mentioned in technical bid document.

Full development version of required TAGS SCADA Software with coustomization of software for MCS as per requirement as per spec mentioned in technical bid documents.

CE/UL certified master control room PLC with redundant CPU & power supply at MCS in 1P54 enclouser as spec mentioned in technical bid documents.

GSM based 'wireless/Broadband/Equipment communication system for PLC capable to tranfer & received data & gather data from remote sites to control station, All accessories included signal enhancer antenna along with running expellees till DLP

CE/UL Ceritified Firewall for network protection total.

SURGE PROTECTOR FOR ETHERNET communication protection.

CE/UL certified industrial grade Ethernet Switch.

Mobile app facilty system architecture ( industries internet based & viewed though mobile app for increased local & Remote visibilty) including CE/UL Certified Field gateway agent for transfering data from MCSto CCR room.

Canon/HP or equivalent Laser Printer 1018 or equivement.

Security Surveillance IP camera with recorder (optional)

Installation, Commissioning & testing including required furniture, A/c etc.

Complete trail Run & operation of MCS including Scada system with 02 year comsumable items from complition e,g Sim & internet rechrage etc.

Complete Automation of existing tubewells including required repairing/replacement work of servo voltage stablizer, actuator sluice valve, pressure transmitter, flowmeter, hydrostatic level sensor,chlorinating system, main piping valve, rewinding & repairing of submersible pump motor set, RTU panel & its all related electrical / instrumentation parts.complete power & control cabling,earthing including replacement of damage/defective equipments complete in all respect and interconnection with LCS / MCS & Central Control Room Ayodhya and Central Control Room Lucknow.

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