Providing WSS for Nagar Panchyat Nirmand in Nirmand Block Distt. Kullu H.P. Amrut-2 Tranche-III

Amount

WATER TREATMENT PLANT: Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of the scope of work includes the C/O 0.83 MLD Capacity WTP Capable to treat the raw water of the quality specified in the basic design data to produce clear water as per the requirement of CPHEE0 manual on WS & Treatment. The WTP shall be include the C/0 Raw water tank, inlet chamber, V-Notch, mixing channel, Parshall flume, pre-setting tank, flocculator, alum solution / mixing tank and dosing arrangement, rapid sand filter complete with back wash water arrangement, clear water tank, complete disinfection arrangement with bleaching powder, plant building (for chemical store cum dosing room, water testing laboratory cum attendant room & toilet) supply of laboratory equipment, piping, valves mechanical/electrical equipment, electric wiring and panel board, sanitation, interconnecting paths, site development upto a min. of 3m form edge of battery limit of plant, retaining & breast wall and fencing. as per direction of Engineer-in-charge. (Refer Technical specifications Part-I & Data Sheet 1.0 & 2.0 & automation Technical specifications Part-II, Data sheet-3).

Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/soil separately and after laying, jointing and testing of pipes, returning the usable soil in trenches 15cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. ( For Civil work, Rising/Gravity & Distribution System Pipe Line)

Providing and laying cement concrete 1:4:8(1cement:4sand:8graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts complete to the entire satisfaction of Engineer-in-charge.

Veritcal surface such as wall ( any thickness) partion and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc upto 200 mm in thickness with in all leads and lifts as per direction of Engineer-in-Charge.

Providing from work of ordinary timber planking’s so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ reinforced concrete and plain concrete work with in all leads and lifts as per the direction of the Engineer-in-charge in :-

Arches beyond 6.0 mtrs. Span.

Providing and laying cement concrete 1:3:6 (1cement:3 sand:6 graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth.

Providing and laying cement concrete 1:3:6 (1cement:3 sand:6 graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth.

Providing Mild/TOR steel reinforcement for RCC work i/c bending, binding & placing in position complete up to floor two level (TOR/Mild steel ) in all leads and lifts as per direction of Engineer-in charge.

Providing and laying RCC work ( For band alround the surface) in concrete mix of M-25 with skin reforcement curing complete in all respect within all leads and lifts as per entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:11/2 :3 ( M 20) ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-

Foundation footing and bases of columns & like mass concrete.

Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

Suspended floors, roofs, landing shelve and their supports balconies beams,girders bressumers and centilevers upto floor two level

Columns pillars posts etc. upto floor two level.

In beam girders, bressumers and cantilevers up to floor two levels.

Providing and laying cement concrete 1:1:2 (1cement:1 :sand:2graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts:

Foundation footing and bases of columns & like mass concrete.

Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

Suspended floors, roofs, landing shelve and their supports balconies beams,girders bressumers and centilevers upto floor two level

Arches upto floor two level.

Providing and laying cement concrete 1:5:10 with 15 % plum (1cement: 5 sand:10 graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth.

Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) for launching apron i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-8 (15Cmx15cm.Mesh). (Through Rate)

Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately) for launching apron in all leads and lifts as per the direction of Engineer-in-Charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1cement:3 sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.

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

Providing and Placing in horizontal layer filtering media duly graded, screened, washed and cleaned as specified below complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.

Agg. Size from 4mm to 18mm.

Laying , jointing, testing & commissioning at site in trenches following screw & socketed GMS pipe of diameter of various grade as under conforming to BIS 1239 (Part-1) 2004 or latest with up to date amendments including providing and fixing tube fittings such as reducer increasers, sockets, union, tees, bends etc. where ever required (earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts. for separately) (LR)

Outlet & scour pipe 150 mm dia (MC).

Outlet & scour pipe 100 mm dia (MC).

Outlet & scour pipe 80 mm dia (MC).

Supply, installing, testing and commissioning of "Resilient Seated Soft Sealing" Isolation (Sluice) Valves including all accessories, enclosures, with Body and Bonnet of Ductile Iron GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN- 3202F4/ BS:5163 Type A Flange drilling as per BS EN 1092-1 with pressure rating of PN 1.6. Campatible with Actuators / SCADA. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

150 mm dia

100 mm dia

80 mm dia

40 mm dia

Providing and fixing Manhole cover of size60x60 cm made of angle iron frame size 40x40x5mm thick covered with MS. sheet 2.00mm thick and welded with angle iron frame 35x35x3 mm thick. Including hings, Handles, 8 Nos Hold fast and Locking arrangement along with lock and key of standred make, Primer two coat with redoxide paint, complete and manhole coverer fixed in Storage tank/Intank with Cement concrete 1:1.5:3 for nut and bolt 16mm dia and dismentalling of RCC work nad as per direction of Engineer-in-Charge.

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :

Providing wood work in frames of doors, windows, clearstory, windows and other frames wrought framed and fixed in position: 2nd class deodar wood with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright 2nd class deodar wood 40mm thick with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

Centering and shuttering including strutting, propping etc. and removal of form for all heights : with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors, roofs, landings, balconies and access platform

Sides and soffits of beams, beam haunchings,cantilivers, bressumers and lintels

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Raised and cut pointing with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

6 mm cement plaster of mix in cement mortar 1:3 ( 1 cement : 3 sand) with in all leads and lifts complete in all respect.

15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

20 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing MS grills of required pattern in wooden frames of windows etc. with MS flats, square or rounded bars with round headed bolts and nuts or by screrws.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of IS gauge specification 85 G with wire of dia 0.56 mm for doors,windows ic bright finished black enamelled iron butt hinges with necessary screws 30 mm thick of 2nd class deodar wood with in all leads and lifts complete in all respect.

Precast terrazzo tiles hydraulic compressed 20mm thick marble chips of specified sizes laid in floors treads of steps and landings on a bed of 25mm average thickness of cement mortar 1:6 (1cement :6sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) i/c rubbing and polishing complete with tiles.

Boulder filling dry hand packed tightly under floors with in all leads and lifts complete in all respect.

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge.

White washing with lime on undecorated wall surfaces two coats to give & even shade i/c thorougly brooming the surface to remove all dirt,dust mortor & other foreign matter. with distemper primeras per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.

Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered materials. with distemper primeras per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.

Providing and fixing ISI marked oxidised Mild Steel sliding door bolts withnuts and screws complete.

250mmX16mm

Providing and fixing ISI marked oxidised Mild Steel tower bolt black finish (Barrel type) with necessary screws complete.

200mmX10mm

Providing and fixing ISI marked oxidised Mild Steel handle conforming to IS: 4992 with necessary screws complete. 125 mm

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

Providing plinth protection 50mm thick in cement concete1:3:6 (1 cement :3 sand :6 graded stone agg. 20mm nominal size. within all leads and lifts and as directed by the Engineer-in-charge.

Providing under layer for plinth protection of 75mm thick unconsolidated ) bed dry brick/ stone aggregate 40mm nominal size will tammed and consolidated and grouted with fine sand including preparation of ground. within all leads and lifts and as directed by the Engineer-in-charge.

Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge. (Group C)

Wiring for circuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed steel conduit along with 1 No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

2x1.5 Sq.mm

2x4.0 Sq.mm

(a)Supplying and fixing following rating Piano-type switch /socket on the existing switch box / cover including connections etc. as required.

(b)Supplying and fixing following rating Piano-type switch /socket on the existing switch box / cover including connections etc.

(a)Supplying and fixing following rating Piano-type switch /socket on the existing switch box / cover including connections etc. as required.

(b)Supplying and fixing following rating Piano-type switch /socket on the existing switch box / cover including connections etc.

Supplying & fixing wooden boxes of following sizes (nominal size) on surface or in recess suitable for fixing phenolic laminated sheet cover in front including painting etc. as required:-

229mm.x102mm.x60mm. deep

203mm.x152mm.x60mm. deep

Supplying and fixing ceiling rose on the existing junction box /wooden block including connections etc. as required.

Supplying and fixing plain pendent with 16/0.20 mm twin twisted, flexible, PVC insulated, cotton braided, copper cable and bakelite pendent holder including connections etc. as required:-

Supplying and erection of 6 amps. to 32 amps. rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required:-

Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wireset, neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc. as required:-

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Amps. Cat-A.

Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required:-

Providing and fixing ultra slim decorative extruded box fixture with domestic electronic ballast, snap-on installers, suitable for 28 watt FTL (T5), complete with all accessories (including one No. T-5 Tube), connections, testing and commissioning etc. as required.

1 x28 watt-FTL(T5) (Category-A)

Providing and fixing following type of surface mounting decorative mirror optics luminaire with powder coated CRCA sheet steel housing, low glare aluminium mirror reflector, prewired with 110 V starter & 36/40 w copper ballast for housing CFL (but excluding the cost of CFL), complete with all accessories, connections, testing and commissioning etc. as required.

1.4 2604 3 x36 watt-CFL (Category-A)

Providing, laying, jointing and testing in trenches of galvanized MSERW flanged pipes excluding cost of flanged bends of all degrees conforming to IS/ISO 3183-2007 Grade as per dimensions weight and test pressure mentioned below in a random length of 4m - 6m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick sas per IS: 2712-1965 & 95% butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for seprately) . The pipe shall have zinc coating as per IS:4736 in factory latest with upto date ammendements.

MSERW pipe 150 mm dia L-290 or X 42, Thickness- 4.80 mm ( From PH at Node-4 to WTP)

Laying, jointing and testing in trenches (to level or grade) G.I. pipes of following dia (H/M class) conforming to IS:1239-1990(Part - I ) (latest upto date amendments) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends and jointed with MS Flanges conforming to IS:6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:2712-1998. & butt welded joints. The welding of flanges to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of Pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches, welding of flanges/butt welding will be measured and paid for seperately) (LR)

G.I. Pipes 150 mm dia Thickness 5.40 Heavy Class ( From PH at Node4 to WTP)

G.I. Pipes 150 mm dia Thickness 4.80 Medium Class ( From PH at Node4 to WTP)

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) as per IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.

MS Flanged 150 mm dia of Table- 28

MS Flanged 150 mm dia of Table- 17

MS Flanged 150 mm dia of Table- 5

MS Flanged 100 mm dia of Table- 17

MS Flanged 100 mm dia of Table- 5

MS Flanged 80 mm dia of Table- 17

MS Flanged 80 mm dia of Table- 28

MS Flanged 80 mm dia of Table- 5

Manufacture, Supply and delivery of DI D/F Non-Return Valve (Swing Check Valves) with metallic, corrosion proof and wear resistant seat faces, Body and Disc of ductile cast iron GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 Shafts of stainless steel, shaft bearing of zinc free bronze and Integral body seat face & disc face with nickel-chromium overlay welding and micro finished. All the inside and outside of the body is to be coated with double coating of food grade epoxy with minimum thickness of 250 microns, color: RAL 5005 Blue face to face dimensions according to IS 5312, Flange dimensions according to EN1092-2/IS 1538

Providing and Laying RCC Anchor Block within all leads and lifts and as directed by the Engineer-in-charge.

Laying , jointing, testing & commissioning at site in trenches following plain ended GMS pipe of diameter of various grade as under conforming to BIS 1239 (Part-1) 2004 or latest with up to date amendments, capable of withstanding required test pressure as prescribed in BIS code in random lengths of 5.5 to 6.5 meters. The pipes ends shall be plain ended suitably for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with with a electrode as per IS-814-1967 (with latest up to date amendments) and all allied accessories as required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge (earth work shall be measured and paid for separately). (Gravity Main) (LR)

G.I. Pipe 150 mm dia Thickness 4.80 mm Medium Class ( From Intake Chamber to Sump Well )

G.I. Pipe 150 mm dia Thickness 5.40 mm Heavy Class ( From Intake Chamber to Sump Well )

G.I. Pipe 80 mm dia Thickness 4.00 mm Medium Class ( From WTP to SR-1, From SR-2 to Deen Mohalla , SR-2 toVisnu Mohalla)

G.I. Pipe 80 mm dia Thickness 4.80 mm Heavy Class ( From SR-2 to , SR-2 toVisnu Mohalla)

G.I. Pipe 100 mm dia Thickness 4.50 mm Medium Class ( From WTP at Node- 5 to SR-2)

G.I. Pipe 100 mm dia Thickness 5.40 mm Heavy Class ( From WTP at Node- 5 to SR-2 )

Providing and fixing IS/ International standard DI D/F hydraullic operated pressure reducing valves in existing or proposed pipes of following dia including all taxes railway freight, loading and unloading, stacking etc. including lowering, laying and jomting in position including cost of all labour, joining material with nut bolts, rubber mat and giving satisfactory hydraulic testing etc Flange drilling as per BS EN 1092-1 with pressure rating of PN 1.6 as per specification and as per provisions of latest Codes. Campatible with SCADA. Also it should withstand the cavitation conditions (Manufacturer's cirtificate is required at he time of approval) as well as the valves must be approved for handling drinking water quality The valves must self cleansing stainer to avoid clogging of the control tubes

Providing and fixing Tee make & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge

Laying jointing, testing & commitsioning at site in trenches following serew & socketed GMS pipe of diameter of various grade as under conforming to BIS 1239 (Part-11 2004 or latest with up to date amendments including providing and fixing tube fittings such as reducer increasers, sockets, union, tees, bends etc. where ever required (earth work in treaches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts (Distribution System) (LR)

32 mm dia (LC)

40 mm dia (MC)

50 mm dia (MC)

65 mm dia (MC)

Laying jointing, testing & commissioning at site in trenches following plain ended GMS pipe of diameter of various grade at under conforming to IS: 1239 (Part-1)2004 or latest with up to date nendments, capable of withstanding required test pressure as prescribed in B15 code in random lengths o lengths of 5.5 to 6.5 meters. The pipes ends shall he plain ended suitably for y for butt welding including the cost of joating with butt welding conforming to IS: 816-1969 or lates latest as applicable (leak proof) in three layers at site of work with with a electrode as per IS: 814-1967 (with latest up to date amendments) and all allied accessories at required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cuting of pipes wherever required as per site requirement inchaling carriage in all leads and lifts as directed by Engineer-in-charge (Distribution System)

100 mm dia (MC)

Providing and welding MS. flange at suitable point, sonfoung to following tabdes as per IS: 6392-1971 (Latest with up to date amendmerna) as per IS:.6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both laces to make the joint lesk proof (The cost of providing and laying of Pipes/MSERW Pipes to be measured and paid for arparately). The welding of flanges should conform to IS: 816-1969 with electrode as per IS: 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS: 2712-1998 The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.

MS Flanged 40 mm dia of Table- 5

MS Flanged 50 mm dia of Table- 5

MS Flanged 65 mm dia of Table- 5

MS Flanged 100 mm dia of Table- 5

Supply, installing, testing and commissioning of "Resilient Seated Soft Sealing" Scour Valve including all accessories, enclosures, with Body and Bonnet of Ductile Iron GGG-50/SG-500/7 or Equivalent as per IS1865, IS 3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-0 ring protection system on the Shaft and Seals of NBR The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS 5163 Type A/IS 14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/ BS 5163 Type A Flange drilling as per BS EN 1092-1 with pressure rating of PN 1.6. Campatible with Actuators/SCADA complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

32 mm dia

40 mm dia

Providing and Fixing Cast Iron Fire Hydrant as per IS:909 Fig. IA (complete) 80 mm diameter including chamber complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing, Supplying and Fixing Direct acting PRVs at every connections to reduce pressures to 20m, etc. complete by following specifications: ASSE 3001 Water Pressure Reducing Valves for Domestic Water Distribution Systems, EN1567 Water pressure reducing valves and combination water reducing valves-Requirements and tests. Size: 3/8''--2'' Type Direct Acting Connection: NP/NPT Material: SUS 304/316 Media: Pure water Working temperature: 0-80 °C Pressure range: PN1.6

15 mm dia

Providing & fixing of ISI mark, Class-B, IP 68 domestic battery operated. MID approved AMR and AMI water meters of following diameter, static smart (ratio-500) water meter with full body made up of composite body confirming to IS: 4064 and IS:779-2004 latest with up to date amendments including house service connection upto 5 m smart water meter should come up with manufacturing test certificate and warranty certificate with battery life minimum 10 years with RF technology for communication. Memory of device should be directly accessible through RF and the smart water meter should be tested from FCRI. The water meter shall be housed in GRP water meter boxes capable to bear live load of 150 kg and should be able to withstand temperature variation from -5 to 40 degree celcius in exposed condition etc completed inclusive of all taxes, testing, loading, unloading, insurance etc. complete.

15 mm dia

Reading Device with Hand Held Unit (HHU compatible with the AMR Water Flow Measurement Device) For Walk by or Drive by complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and Fixing Gateway with Cable and Antena complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

Supply and Installation of Multi Jet, dry dial, inferential type, horizontal, Magnetically coupled, class B"water meters Conforming to IS-779: 1994 and ISO 4064: 1993 standard with EEC/MID certification mark, with IP 68 protection class copper can register with 5 mm tempered mineral glass cover, successful Life Cycle Test Certificate from FCRI and AMR compatibility with brass nuts and nipples:- complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

15 mm dia

Provision and installation of SCADA system with appropriate sensors along-with the provision with the required data transmission system to central station for analysis with appropriate power backup system i/c flow meter, Variable Frequency Drive and level transmitter complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

A Information, Education & Communication ( Development, Implementation, Monitoring of IEC activities specific stragic plans with reference to awareness building among the communities and different stake holders regarding management & use of safe and potablewater which will result in reduction in health hazard, improved livelihood sources using distribution of print material, wall places, hoarding street places, school campaign and media etc at village/habitation level to ensure to ensure the system sustainability and development of willingness to pay for the service.

B Capicity Building ( Planning, developing, conducting practical oriented capacity building trainings, capsule courses workshops for various level stafff of the project to enchance the capacity complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

C Improvement and Rehabilitation of Existing Scheme ( Provision for the rehabilitation and rejuvenation of existing gravity system which may be capable of providing present available quantity of water including proposed water supply system rejuvenation of water bodies complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

Repair of Exixting SRs

DESIGN AND DPR ( Provision for a for prepration of DPR Including Design and Drawing of Various Structure along with GIS mapping (1% of total cost expect O&M & Miscellaneous) complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

"PUMPING MACHINARY. Providing horizontal spindle horizontal split casing/end suctions (back full out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/KSB/Kirloskar as per IS-1520-1980 / IS 5659 - 1970 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear / raw water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squirrel Cage / Slipring drip proof induction motor of standard make such as Kirloskar / Crompton / NGEF and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 15% of the duty point head and should meet the following requirements

I) Discharge (Q) 9.45 LPS for each pump

II) Total dynamic head 297.93 Mtr.

a) LWL in sump well (h) 1490 Mtr.

b) Shaft level 1496 Mtr.

c) Level at discharge point 1175 Mtr.

d) Suction lift +Ve 6.00 mtrs.

e) Dischrage head 297.93 Mtr.

f) Static head 279.00 Mtr.

III) Rising main

a) Length 2400 Mtr.

b) dia 150 MM

iv) Pumping hours 23 Hours

v) altitude of installation above MSL 1496 mtrs.

vi) Characterstics of water. Clear water with Turbidity upto 50PPM

a) Temperature 20 Degree centigrade

Note: One Pump set working & One stand by

Providing ICTP Main Switch with HRC fuses / Side handled operated Change over switch of L&T/Crompton/Standard/Havells make suitable capacity Operational rating as per IS: 4064 (Part - II) 1978 with up to date amendments immediately after the power meter of HPSEB

Providing M.S. sheet, steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40 x 40 x 6 mm, duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories with all internal connections:-

O.C.B. Havell/MDS/Standard of make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516 (Part - II) 1985 with up to date amendments with.

E.L.C.B. of Havell/MDS/INDETEC make as per IS: 2516-1977 with upto date amendment which should have control box operating handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape etc. It should also be lifted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end.

The voltage monitor relay of L&T/AE make three phase with all protection and usual indicator and electric siren against single phasing low voltage, high voltage, reverse phasing, over loading and phase voltage difference as per IS: 1248 (Part - II ) 1983 ( Latest edition).

Power factor meter of AE/L&T Rishab make as per IS: 1248 (Part - V ) 1983 ( Latest edition with up to date amendments of suitable rating.

Frequency meter of AE/ L&T Rishab make as per IS: 1248 (Part - IV ) 1983 ( Latest edition) with up to date amendments of suitable rating.

Bus bar chamber with copper strips having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS: 8084-1976 and IS: 11354-1985 read with IS 5578-1985 with up to date amendments

ICTP switches with HRC fuses of L&T/ Standard / Havells make and of suitable capacity as per IS: 4064 (Part - II) -1978 with up to date amendments.

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 ( P-I & II) with up to date amendments.

Capacitor of L&T/Bajaj/Assian/Crompton make as per IS:2834 -1986 with up to date amendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of 25.00 KVAr rating according to HP offered including cables as per relevant ISI code (of Siemens / Glocter / IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064 (Part - II) 1978 with upto date amendments

Providing suitable Oil Immersed Star Dela starter of MEI/Kilburn make as per IS: 8544 (Part - ii)-1987 with up to date amendments for Squirrel Cage motor mounted on panel board with magnetic type overload release and dashpot time lag, under voltage release with or without initial oil filling as the case may be with single phase preventor as per IS 1248 (P-V)-1983 with up to date amendments.

Providing Hour run meter of recommended make of suitable capacity as per IS: 722 (Latest edition)

Providing antivibration pads under the pump and motor of suitable size for the above pumping machinery as per IS: 6337: 1971.

Providing double flanged CI sluice valve PN-1.00 of Leader/BHEL/Kirlosker/ GLED/Kilburn /Fourses / Kartar make and equal to dia of suction pipe and capable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments.

Providng double flanged cast steel sluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses make and one step higher then delivery line of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammdnements

Providng double flanged swing type cast steel sluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses make and having bye pass arrangement of one step higher then delivery line of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammdnements

Providing double flanged cast steel reflux valves class ASA-300 of Leader/BHEL/KILROSKER/Kartar/KILBURN/GLED/FOURSES make and of 150 mm dia having bye pass arrangements for rising main and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments.

Providing 100mm dia. circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 - 52 Kg/cm2

Providing 100mm dia. vacuum dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 to 760 mm mercury

Installation of all the items apparing at serial No. 82 to 104 as per the systematic.

Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all specials such as bends, tees, reducers. Increasers with companions flanges matching with the relevant specifications of the accessories including rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.12. The size of the various components to be as under:

Suction pipe: One dia higher then the suction of the pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe.

Delivery pipe: One dia higher then the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe.

Common headere: One dia higher then delivery of pump X 150 mm dia and will extend upto 5 meter from the outer wall of the pump house in direction to be jointed.

Providing and laying copper PVC insulated armured power cable (one cable carrying all the three phases) of 3 core suitable size and capacity to motors and all other electrical equipments as per IS: 1554(P-I) 1988 or latest with upto date ammendements of siemens/Gloster/IEC/ICC/EICO/ National/ GRANDLY make including all other accessories such as thimble, flaxible pipes, solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor. (Motor side & Supply side).

Motor side (From switch to starter and starter to motor) of suitable size & requirement of HPSEBL authority.

Supply side (From Meter of HPSEB to bus bar and switch) of suitable size & requirement of HPSEBL authority.

Providing and fixing double loop earthing and G.I. plate 600 mm x 600mm x 3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25mm x 5mm G.I. strips & G.I. wire as per IS: 3043 -1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Operation and maintenancce of scheme from source to WTP 0.83 MLD), Gravity main,pumphouse,rising main,distribution network including fire hydrants and fire network ,all storage tanks (Proposed as well as existing sector storage tanks) of the scheme including operating SCADA based automation in proper working condition. O & M includes the regular i.e., daily supply of designed/required quantity of potable water having water quality as per of water supply standard/protocol to the beneficiaries of the scheme from source to WTP and up to main storage tanks & delivery tanks at different locations as per plan and repair and maintenance of Rising mains, Gravity mains. Regular maintenance of all the facilities covered under the instant scheme including cleaning, washing, oil and greasing repair, replacement of worn out/damaged part of pumping machinery. pipe line, valves and electrical, Mechanical requirements, regular cleaning of all structures like storage tanks, sumpwells, intakes, channels, collection/distribution channels/pump house etc. and the disposal of the same as per the direction of the Engineer-incharge. It includes fixing /repairing/leakage in structure, channel, pipe line, pumping machinery etc. & proper distribution of treated water and regular testing of water samples from departmental laboratory and required stages of treatment. Keeping regular and proper record of water quantity and quality, repair and maintenance work, chemical dosing and time and hours of run of pumping machinery, removal of all kind of slips, slush, uprooting of unwanted grass, shrubs, weeds etc growing near the structure and keeping the area neat and clean to the entire satisfaction of Engineer-in-charge. Planting and maintaining plants of the flowers/trees around the Pump Houses/ WTP/Storage tanks/Sump wells etc. to the entire satisfaction of Engineer-in-charge. It includes the cost of procurement of adequate and proper tools and plants, skilled & unskilled manpower, spare-parts, oil, grease, lubricants, chemicals and all kinds of regents required for water sample testing, refilling of gaseous cylinders including mechanical and head load carriage etc. and making standby arrangement all times, instruments, equipments, stationary and any other material etc. required for O& M excluding the cost of energy charges. All the operations shall be carried out as per the CPHEEO Manual of the water supply and treatment( with latest addition(, HPPWD/HPIPH specifications, HPIPH Department norms and directions issued by the Engineer-in-Charge from time to time and sound Engineering practices.O& M shall start after succesful trial and run period of six months after commisioning of scheme in all respect.( Refer to data sheet No-9)

Ist year (Exculding Maintenance cost)

2nd Year

3rd Year

4th Year

5th Year