Construction of Source Strengthening of various WSS under JSV Sub-Division Nadaun and Dhaneta Phase 1st and 2nd including i Construciton of LWSS Rajnoun, Dhaneta Dib Ponkher Behrad Janshooh Manjra and LWSS Sukriah 4 Nos Phase ii Construciton o

Amount

C/O P/well 6 mtr dia & 10 mtr deep -3 nos (phase2nd ) along with provision for Construction of Control pannel room over P/Well Percolation well:- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) and Construction of Percolation well with 6.00 mtr internal diameter and 10.00 mtr depth below bed level and 6.00 Mtrs height above bed level ,having RCC Circular structure, Roofing with RCC slab, Walk way/pessage CI Rungs inside the percolation from top to bottom and RCC stair case from ground level to top of percolation well including control pannel room over Percolation well with connecting path having arrangement of chain pulley of suitable capacity for lowering the pumping machinary complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 6 sets of approved drawing and design with one soft copy to the department. ( Data Sheet No.4 )

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) Construction of RCC framed pump house 5.5 mtrs height , including Gantry system of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, including cost of site development required as per site condition,internal and, external landscaping, dewatering including P/F/5 Tonne Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete as directed by engineer in charge. (Ref data sheet No. 2 & 3 for further details.). The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. ( Data Sheet No 6 )

Main Pump House at Janglu for Phase 2nd (403.57 Sqm)(POINT-PH-II)

C/O 8 Nos. RCC UG Tank of various Capacity at various Locations (Phase 2nd Nadaun) & C/O Main Coll. Tank Sump Well at 'Point N4" (With 3.00 mtr staging Height) 2 Nos. Tanks & 1 No. tank at N4 (Phase 2nd)

ector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves,bulk meter/ flow meter shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data Sheet No. 7 ) Dia of piping arrangement :- Inlet pipe = As per site requirement Outlet pipe = As per site requirement Scour pipe = Not less than 150mm dia G.I. pipe.

C/o UG Storage Reservoirs at "Point N1 at Tillu(Data sheet No 7b)

C/o UG Main Break Pressure Tank at "Point N1'" at Tillu(Data sheet No 7c)

C/o UG Storage Reservoirs at "Point N7" at Jeehan(Data sheet No 7d)

C/o UG Storage Reservoirs at "Point N8" at KKCC(Data sheet No 7e)

C/o UG Storage Reservoirs at "Point N9" at Jeehan(Data sheet No 7f)

C/o UG Storage Reservoirs at "Point N11" at Bhajwal(Data sheet No 7g)

C/o UG Storage Reservoirs at "Point N12" at Rail(Data sheet No 7h)

C/o UG Storage Reservoirs at "Point N13" at Paniyala Rangas(Data sheet No 7i)

Construction of RCC in M-30 design mix over head sector storage tanks various dia & Staging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank including bends of required degrees,valves of required size conforming to relevant codes RCC Sprial 1.0 wide stair case/ MS stair case including MS pipe railing as per IS specification, steel ladder 45 cms. wide of usual height as per site requirement , SFRC manhole cover ( medium duty) of 500mm dia and weight of frame and cover should not be less than 110 kg. ventilator at top dome with minimum opening of 90x90cms. water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc.The RCC over head reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component requuired for the completion of the job to the entire satisfaction of Engineer-in-Charge. The offers shall also include detail structural drawing/ design calcualtions to be approved by the competent authority based on the raft foundation by taking seismic forces in the design calculation expension joints as required at site. The offer shall also inclcude the cost of providing and fixing of Gms / MS pipes, and valves/fittings complete including duck foot bends, puddle collars, expansion joints etc. connecting with rising main &distribution main with required length from the edge of foundation and any other components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge.( Data Sheet No. 8 ) Dia of piping arrangement :- Inlet pipe = As per site requirement Outlet pipe = As per site requirement Scour pipe = Not less than 150mm dia G.I. pipe.

C/o Main Collection. Tank Sump Well at 'Point N4" ( With 3.00 mtr stagg. Height) 2 Nos. Tank of 300000 Litres each( Data Sheet No. 8b )

C/o Main Collection. Tank Sump Well at 'Point N4" ( With 3.00 mtr stagg. Height) 1 Nos. Tank of 700000 Litres each( Data Sheet No. 8c )

Anchor Block for Rising main & Gravity main for (Phase 2nd )

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain. a) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like.

Providing and laying cement concrete 1:2:4 (1 Cement : 2 sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel in all leads and lifts.

C/O RCC Retaining wall / Flood protection wall at Pump House Janglu

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing and laying cement concrete 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

In vertical surfaces such as walls and columns

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain.

a) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like.

Providing mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel in all leads and lifts.

Wire crate made of G.I. wire filled with boulder with square cut faces against the wire (wire crate to be measured and paid for separately).as per the entire satisfaction of the Engineer-in-charge

Wire crate made of G.I. wire filled with boulder with square cut faces against the wire (boulder filling to be measured and paid for separately G.I. wire 5mm thick SWG-6 15x15cm mesh.as per the entire satisfaction of the Engineer-in-charge

CO Boundary Wall & Panel Fencing around the Pomp Houses Janglu.

Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

RCC Work in Columns ,Pillars posts and Struts upto Floor Two Level

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain. a) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like.

Providing mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel in all leads and lifts.

Manufacturing & Supplying of Fencing Panel of Size 1.80x1.20 Mtr. Of Jali 25x25mm mesh welded with MS Black Tube 32mm dia of 14 Gauge with M.S.Flat cover 20x3mm,welded all around the pipe panel on both sides and Providing M.S. hold fast 7 Nos. made of M.S. Flat 32x5mm including cutting, welding ,painting with red oxide paint complete in all respect and as per the direction of the Engineer in Charge.

Finishing wall with water proofing cement paint of approved brand and manufacture & of required shade on decorated wall surfces (two coats) to given an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials.

Steel work welded in built up sections, trusses, and framed work including cutting ,hoisting, fixing in position and applying a priming coat of red lead paint in grating, framed guards bars, Ladders, railings, brackets and similar works as per direction and to the entire satisfaction of the Engineer-in-charge.

C/o Boundary Wall & Panel Fencing around the Storage Tanks at various Locations

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.

Providing and laying cement concrete 1:5:10 ( 1 cement: 5 approved sand : 10 approved graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing and laying cement concrete 1:3:6(1cement:3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Brick work using common burnt clay building bricks of 2nd class in cement mortar 1:4 (1cement: 4sand) in all leads and lifts in foundation and plinth in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain.

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Manufacturing & Supplying of Fencing Panel of Size 1.80x1.20 Mtr. Of Jali 25x25mm mesh welded with MS Black Tube 32mm dia of 14 Gauge with M.S.Flat cover 20x3mm,welded all around the pipe panel on both sides and Providing M.S. hold fast 7 Nos. made of M.S. Flat 32x5mm including cutting, welding ,painting with red oxide paint complete in all respect and as per the direction of the Engineer in Charge.

20 mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:6(1cement:6sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture & of required shade on decorated wall surfces (two coats) to given an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials.

Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works in all leads and lifts to the entire satisfaction of Engineer-in-charge.

C/o Approach Road to Pump Houses & Head Works 2nd Janglu

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.

Providing and laying cement concrete 1:5:10 ( 1 cement: 5 approved sand : 10 approved graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain.

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts.

Boulder filling behind the retaining wall or under floor in all leads and lifts.

Provision for Construction of wire crate around Percolation wells

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.

Wire crate made of G.I. wire filled with boulder with square cut faces against the wire (wire crate to be measured and paid for separately).as per the entire satisfaction of the Engineer-in-charge

Wire crate made of G.I. wire filled with boulder with square cut faces against the wire (boulder filling to be measured and paid for separately G.I. wire 5mm thick SWG-6 15x15cm mesh.as per the entire satisfaction of the Engineer-in-charge

Provision for Construction of Khad and Nallah crossing

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.

Providing and laying cement concrete 1:4:8 (1cement:4sand:8 graded stone aggregate 40mm nominal size) curing complete excluding the cost of form works and suttering in foundation and plinth in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete grade M20 with minimum 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

RCC Work in Columns ,Pillars posts and Struts upto Floor Two Level

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain.

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing mild steel/ Tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge (Labour rate)

Provision for auto gaseous chlorination and UV System complete in all respect for phase 2nd ( Data Sheet No.9 )

Providing/Laying and jointing GMS tube 100 mm dia and Providing & Fixing of fire hydrant with 65 mm dia outlet i/e Sluice Valve & Chamber and other fittings complete at various Locations (Phase 2nd )

Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited)saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposting of all surplus excavated earth as directed within all leads and lifts including uprooting of trees dressing of beds, and sides and preparation of sub-grade, restoration of unmetalled/metalled/paved surfaces to its original condition including soring, strutting, timbering and dewatering where ever houses, fixing caution boards, crossing over trenches and to the entire satisfaction of the Engineer-in-charge.

Providing ,Laying, jointing and testing GMS tube Medium class (S&S)Confirming to IS 1239-2004 (part -I)of following diameter including tube fitting complete(earth work to be measured and paid for separately including testing of joints, within all leads and lifts as per the entire satisfaction of the Engineer-in-charge

100 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (S&S)

Providing and fixing of C.I. sluice valve Kirloskar/Leader make of following dia diameter with hand wheel as per IS:14846-2000 (Class PN-1.0) complete c. and as per direction and to the entire satisfaction of the Engineer-in-charge.

100mm dia

Providing & fixing Fire hydrant with all allied accessries complete in all respect with in all leads and lifts.

P/L Rising Main for phase 2nd Nadaun (Data sheet No 3)

Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited)saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposting of all surplus excavated earth as directed within all leads and lifts including uprooting of trees dressing of beds, and sides and preparation of sub-grade, restoration of unmetalled/metalled/paved surfaces to its original condition including soring, strutting, timbering and dewatering where ever houses, fixing caution boards, crossing over trenches and to the entire satisfaction of the Engineer-in-charge.

Providing, Laying, jointing and testing & Commissioning of GMSERW pipe L-290 or x-42 grade confirming to IS 3183:2012 at site in trenches bevelled ended BIS marked PIPE confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel garde having wall thickness as mentioned below & capable of withstanding required test pressure as prescribed in BIS code , in random lengths of 5.0 to7.0 mtr. The pipe's ends shall be bevelled suitable for but welding , including the cost of jointing with butt welding confirming to IS 816-1969 or latest as appicable and with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accesories whatever required for welding at site, tail piece, tees neds & other specials manufactured from parent pipes as applicable to the particular reach & of approved specifications as per site conditions and cutting of pipes wherever required as per site requirement i/c cariage in all leads & lifts as directed by Engineer-incharge. The pipe shall have zinc coating inside & outside confirming to IS 4736-1986 or latest with up to date ammendments & shall be engraved with IS 3183:2012 for GMSERW pipe . The laying shall confirm to BIS 5822-1970 or latest with up to date ammendements to teh entire satisfaction of Engineer-Incharge (Earthwork ,Butt welded Joint & cost of MS flanges shall be measured & paid for seperately).

1st Stage from WTP Point "PH" to Point N1" Tillu

250 mm dia GMSERW Pipe L 290 or X42 (Wall thickness 4.80mm)

1st Stage from WTP Point "X" to Point N1 Tillu Tank

200 mm dia GMSERW Pipe L 290 or X42 (Wall thickness 4.80mm)

2nd Stage from Point "N4" to Point "N15"

80 mm dia GMSERW Pipe L 290 or X42 (Wall thickness 4.80mm)

2nd Stage from Point "N4" to Point "N6"

50 mm dia GMSERW Pipe L 290 or X42 (Wall thickness 4.80mm)

2nd Stage from Point "N4" to Point "N7"

200 mm dia GMSERW Pipe L 290 or X42 (Wall thickness 5.60mm)

200 mm dia GMSERW Pipe L 290 or X42 (Wall thickness 5.20mm)

200 mm dia GMSERW Pipe L 290 or X42 (Wall thickness 4.80mm)

2nd Stage from Point "N4" to Point "N16"

150 mm dia GMSERW Pipe L 290 or X42 (Wall thickness4.80mm)

Providing and welding M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

1st Stage from WTP Point PH to Point N1" Tillu

250 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -23 RD 0/0 to 3500 Rmt

250 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -17 RD 3500 to 45000 Rmt

250 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -5 RD 4500 to 6450 Rmt

1st Stage from WTP Point "X" to Point N1 Tillu Tank

200 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -28 RD 0/0 to3000 Rmt

200 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -17 RD 3000 to 4500 Rmt

200 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -5 RD 4500 to 6450 Rmt

2nd Stage from Point "N4" to Point "N15"

80 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -28 RD 0/0 to3000 Rmt

80 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -17 RD 3000 to 7000 Rmt

80 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -5 RD7000 to 7400 Rmt

2nd Stage from Point "N4" to Point "N6"

50 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -28 RD 0/0 to600 Rmt

50 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -17 RD 6000 to 1800 Rmt

50 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -5 RD 1800 to 2070 Rmt

2nd Stage from Point "N4" to Point "N7"

200 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -34 RD 0/0 to500 Rmt

200 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -28 RRD 5000 to 8000 Rmt

200 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -5 RD 8000 to 8850 Rmt

2nd Stage from Point "N4" to Point "N16"

150 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012 Flange Table -28 RD 0/0 to10200 Rmt

Providing circumferential butt welded joints by electrical arc welding to GMSERW pipe grade L-290 or X42 as per IS 3183:2012, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, including Die pentration test, including fabrication ,laying & jointing requisite number of MSERW/GMS bends at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

1st Stage from WTP Point PH to Point N1" Tillu

250 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012

1st Stage from WTP Point "X" to Point N1 Tillu Tank

200 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012

2nd Stage from Point "N4" to Point "N15"

80 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012

2nd Stage from Point "N4" to Point "N6"

50 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012

2nd Stage from Point "N4" to Point "N7"

200 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012

2nd Stage from Point "N4" to Point "N16"

150 mm dia GMS/ERW Grade X-42, (Wall thickness 4.80mm) IS 3183 : 2012

Providing double flanged Cast Steel Non Return Valve, following class of Leader/ Kirloskar make of following dia. for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. ( Class required as per site condition ).

i) 250mm dia , Class ASA-600

i) 250mm dia , Class ASA-300

ii) 250mm dia , Class ASA-150

i) 200mm dia , Class ASA-600

i) 200mm dia , Class ASA-300

ii) 200mm dia , Class ASA-150

ii) 80mm dia , Class ASA-300

ii) 80mm dia , Class ASA-150

ii) 50mm dia , Class ASA-300

ii) 150mm dia , Class ASA-600

i) 150mm dia , Class ASA-300

i) 150mm dia , Class ASA-150

Providing and fixing screwed type cast iron air valve of 40 mm dia (double ball type) of Leader make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 11.22 Kg/ cm2 in rising main.

P/L Gravity Mains for phase 2nd(Nadaun )

Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited)saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposting of all surplus excavated earth as directed within all leads and lifts including uprooting of trees dressing of beds, and sides and preparation of sub-grade, restoration of unmetalled/metalled/paved surfaces to its original condition including soring, strutting, timbering and dewatering where ever houses, fixing caution boards, crossing over trenches and to the entire satisfaction of the Engineer-in-charge.

Providing ,Laying, jointing and testing GMS tube Medium class Confirming to IS 1239-2004 (part -I)of following diameter including tube fitting complete(earth work to be measured and paid for separately including testing of joints, within all leads and lifts as per the entire satisfaction of the Engineer-in-charge (Earth work,Butt welding & MS flanges shall be measured and paid for seprately.)

80 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (PE)

150 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (PE)

125 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (PE)

65mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (PE)

50 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (PE)

40mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (PE)

80 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (PE)

150 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (PE)

40mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (PE)

Providing, Laying, jointing and testing & Commissioning of GMSERW pipe L-290 or x-42 grade confirming to IS 3183:2012 at site in trenches bevelled ended BIS marked PIPE confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel garde having wall thickness as mentioned below & capable of withstanding required test pressure as prescribed in BIS code , in random lengths of 5.0 to7.0 mtr. The pipe's ends shall be bevelled suitable for but welding , including the cost of jointing with butt welding confirming to IS 816-1969 or latest as appicable and with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accesories whatever required for welding at site, tail piece, tees neds & other specials manufactured from parent pipes as applicable to the particular reach & of approved specifications as per site conditions and cutting of pipes wherever required as per site requirement i/c cariage in all leads & lifts as directed by Engineer-incharge. The pipe shall have zinc coating inside & outside confirming to IS 4736-1986 or latest with up to date ammendments & shall be engraved with IS 3183:2012 for GMSERW pipe . The laying shall confirm to BIS 5822-1970 or latest with up to date ammendements to teh entire satisfaction of Engineer-Incharge (Earthwork ,Butt welded Joint & cost of MS flanges shall be measured & paid for seperately).

200 mm dia GMSERW Pipe L 290 or X42 (Wall thickness 4.80mm)

Providing and welding M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

80 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (Flange table -5)

150 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (Flange table -5)

125 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class(Flange table -5)

65mm diaG.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (Flange table -5)

50 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (Flange table -5)

40mm diaG.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (Flange table -5)

200 mm diaGMSERW Pipes as per IS : 3183-2004, 4.80mm L290 X42 (Flange table -5)

80 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (Flange table -5)

150 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (Flange table -5)

40mm diaG.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (Flange table -5)

Providing circumferential butt welded joints by electrical arc welding to GMSERW pipe grade L-290 or X42 as per IS 3183:2012, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, including Die pentration test, including fabrication ,laying & jointing requisite number of MSERW/GMS bends at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

80 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

150 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

125 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

65mm diaG.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

50 mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

40mm dia G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

200 mm dia GMSERW Pipes as per IS : 3183-2004, 4.80mm L290 X42

80 mm diaG.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

150 mm diaG.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

40mm diaG.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

Providing and fixing screwed type cast iron air valve of 25 mm dia (single ball type) of Leader make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 11.22 Kg/ cm2 in rising main.

Detailed Reservey & Desiging of Rising main & Gravity main for both phases (Phase 2nd)

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Beaconweir confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, priming funnels of dia 405mm, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrome in plated with cast iron casing or as per manufacturers specification relevent to the technical parameters of NIT coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient minimum IE2 compliance conforming to IS:- 12615-2018 with uptodate ammendemtns of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/ ABB/Marathon and suitable for operation on LT, 50 cycles/second 3 phase AC electric supply. The pump set should include water level guards, erection clamps , cables , depth gauge, double loop earthing, NRV, common header,Sluice valves and actuated valves of approved class including errection charges etc. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. ( Data Sheet No.2)

11.59 LPS with Head of 194.11 m - 3x60 HP (3 Nos sets) i/c 2 Nos working & 1 No stand by ( Pump House 1st Stage at Point "X" at Kohla to Point N-1 at Main Tank Tillu) Nadaun Phase 2nd (3x60=180HP)

24.88 LPS with Head of 207.41 m - 4x125 HP (4 Nos sets) i/c 2 Nos working & 2 No stand by( Pump House 1st Stage at Point "X" at Kohla to Point N-1" at Main Tank Tillu) Nadaun Phase 2nd(4x125=500HP)

1.65 LPS with Head of 203.75 m - 2x10 HP (2 Nos sets) i/c 1 No working & 1 No stand By ( Pump House 2nd Stage at Point "PH-2" to Main Tank Ghumarta at Point "N-6") Nadaun Phase 2nd(2x10=20HP)

3.97 LPS with Head of 260.56 m - 2x30 HP (2 Nos sets) i/c 1 No working & 1 No stand By ( Pump House 2nd Stage at Point "PH-2" to Main Tank Bar Barotu at Point "N-15") Nadaun Phase 2nd (2x30=60HP)

11.50 LPS with Head of 417.11 m - 4x125 HP (4 Nos sets) i/c 2 Nos working & 2 No stand by ( Pump House 2nd Stage at Point "PH-2" to Main Tank Jeehan Jungle at Point "N-7") Nadaun Phase 2nd (4x125=500HP)

10.63 LPS with Head of 358.30 m - 4x100 HP (4 Nos sets) i/c 2 Nos working & 2 No stand by( Pump House 2nd Stage at Point "PH-2" to Main Tank Tutroo at Point "N-16") Nadaun Phase 2nd(4x100=400HP)

R K ENGINNERS SALES LTD

HARJEET SINGH

Swastik Constructions