Aug. of various WSS under GP Chail, Sarahan, Nore and Rahnoo in Nirmand Block

Amount

Cutting in all kinds of soil such as kankar, moorum, shingle boulders decomposed of soft rock or any such mixed in other variety of soil or rocks including filling in embankments where necessary including ramming and watering etc. stacking of serviceable materials at the place specified by the Engineer-in-Charge including all leads and lifts wherever or for what purpose required in Pick work,Jumper work and Chisling /wedgin g out of rock in hard rock.

Excavation in foundation and trenches etc.(for pipes & pits) in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.

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 and laying cement concrete 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth

Providing and laying cement concrete 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing complete excludidng cosot of form work and reinforcement for RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge in:-

Foundation,footing basis of columns & the likeand mass concrete.

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

Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels

Arches up to floor two level

Providing and laying cement concrete 1:2:4(1 cement:2 sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement of RCC work in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

Foundation footing and bases of columns & like mass concrete.

Column.pillar & post upto floor two level.

In suspended floor roofs landing shalves & their support balconies, beams, girders bressumers cantilevers upto floor two level.

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces

Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-

Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts

Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

Foundation,footing basis of columns & the like and mass concrete.

Column , Pillar , & post upto floor two level

Beams, cantilever Girders& lintals sides&soffits of beams, beams, haunching cantilever girders not exceeding 1mtr. Depth.

Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.

Edge of slab and break in floor and walls under 200cm. Thickness within all leads and lifts.

Stair cases (except spiral stair cases) excluding landing i/c preparation of surfaces.

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 tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

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 Incharge

Providing and laying No fine concrete in 1:4 (1cement: 4stone aggregate 40mm nominal size) and curing complete with weep hole or pores etc. curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts.

Providing and laying cement concrete 1:5:10 (1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including all leads and lifts

Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand)as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.

C/O Dry rubble masonry in breast wall/ retaining wall, and revetment walls and parapet wall etc. including all leads and lifts

Boulder filling under floor as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.

Half Brick work with conventional using comman burnt clay building bricks in super structure up to floor two level First class brick in cement motor 1:4 (1cement:4 sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer in charge.

Brick work using comman burnt clay building bricks in foundation with C.M 1:6 ( 1 cement :6 Sand ) with in all leads and lifts as per direction & satisfaction of Engineer -in- charge.

Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level with C.M 1:6 ( 1 cement :6 Sand ) with in all leads and lifts as per direction & satisfaction of Engineer -in-charge.

Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in- charge

Profile- A

Profile- B

Profile- C

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 including entire carriage of material as per satisfaction of E-in-charge.

Providing and fixing wire gause shutters using galvanised MS wire gause of IS gause designation 85 G with wire diameter 0.56mm for doors, windows, clerestorey windows I/c bright finished black enamelled iron hinges with necessary secrews 30 mm thick 2nd class deodar wood with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. 2nd class deodar wood.

Providing and Fixing angle iron door, window, clerestory window frame manufactured from steel iron section of 40x40x6mm thickness including hinges jamb, lock jamb beed and if required angle threshold of mild steel angle 50x20mm welded or rigidly fixed b mechanical means, lugs with split end tails to each jamb including butt hinges 2.50 mm thick with provision ofr locking arrangement and shock as specified and applying a coat of approved steel prirmer after pretreatment of the surface as directed by the Engineer-in- Charge.

Providing & laying 40mm thick cement concrete flooring 1:2:4 ( 1 cement :2 sand: 4 crushed graded stone aggregate 20 mm nominal size ) laid in one layarer finished with a floating coat of neat cement and curing complete as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Providing and placing in horizontal layers filtering media duly graded, screened cleaned and washed as per specified in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Top layer : Fine sand( Eff. Size 0.2mm to 0.4mm and uniformity co- efficient 2 to 3mm)

Second layer: Coarse sand, 3mm to 6mm

Third layer: Bajri 6mm to 20mm

Fourth layer: Bajri 20 mm to 25mm

Bottom Layer: Broken stone 50mm to 75mm

Providing and laying cement concrete 1:2:4 (1cement :2sand: 4graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work RCC work (Cement concrete drain in CC 1:2:4 under the precast the slab , size of drain 0.10x 0.25 x 80 mt.) including all leads and lifts

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete.600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways with in all leads and lifts as per the entire satisfaction & direction of the Engineer Incharge .

Providing & fixing Precast (SFRC) manhole cover 560 mm dia Internal dia Medium Duty) with frame the weight of cover and frame should not be less than 100 kg. s per direction & satisfaction of the Engineer in charge upto all lead & lifts..

Providing & fixing C. I. man hole cover having frames size of 500mm internal dia Medium duty. The weight of cover & frame should not be less than 58 Kg. complete in all respect.including all leads and lifts

6 mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.

10 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.

15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even and smooth in cement mortar 1:3 (1cement:3sand) as per direction & satisfaction to the Engineer-in- Charge upto all lead & lifts.

20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:3 (1cement:3sand) complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to give an even shade sand papered smooth complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Finishing wall with water proofing cement paint of approved brand and manufacture and of rerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials.

Precast terrazo tiles 20m thick (with marble chips of specified shade of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles. selvary grey

In Skirting & riser of steps and dado incement plaster 1:3 (1cement:3 sand) and jointed with white slurry. Selvary grey 15 mm thick

Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting. Ready mixed paint brushing wood primer pink. complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Painting two coats(excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping with animal white paint complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Painting two coats(excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping with animal paint other then white and complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Providing & fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plain grills. complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Providing and fixing anodised MS sliding door bolts with bolts and nuts screws etc. complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. 250x16 mm.

Providing and fixing anodised MS tower bolts ( barrel type) with screws etc. complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts

Providing and fixing anodised MS handles with necessary screws etc. complete as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. 125 mm.

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) complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement :3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Providing and placing ( at all hights) polyethylene water storage tank ISI-12701 Marked indicating the BIS license no. with cover & suitable locking arrengement & making necessary holes for inlet, outlet & over flow pipes includingall fittings & float balve excluding the base support for tank ( Sintex, Electroplast, Star, Lotus or euqivalent having valied ISI license). 300 lts. capacity.

Providing and fixing to wall ceiling and floor galvanised mild steel tubes (Medium grade) tube fittings and clamp including making good the wall ceiling and floor in all leads and lifts.) 15 mm nominal bore

Providing and fixing vitreous china wash down water closet (Anglo Indian, W.C pan) with integral P or S trap including jointing the trap with soil pipe in cement mortar 1 : 1 ( 1 cement 1 sand) ( Seat and cover to be measured and paid for separately) (White colour)

Providing and fixing plastic seat (Solid/Hollow type) and cover for wash down water closet with C.P. brass hinges and rubber buffers :- solid type white plastic seat and cover in all leads and lifts.

Providing and Fixing PVC low level flushing cistern with manually controlled device ( handle lever) coforming to IS: 7231, with all fitting & fixtures complete10 ltrs capacity- White.

Providing and Fixing PVC/ GI inlet connection for flush pipe connecting with WC pan ISI marked complete including fixing with approved etc.

Providing and fixing brass stop cock ( Concealed) of standard design & of approved make coforming to IS: 8931. 15mm nominal bore. complete in all leads and lifts.

Providing and fixing CP brass angle balve of standard design & of approved make. 15mm nominal bore. complete in all leads and lifts.

Providing and fixing CP water jet including connection pipe with check nut complete in all leads and lifts.

Providing & fixing PVC pipe of 10.00 Kg. F/Cm Sqm. Working pressure including fittings as per requirement at site. 110 mm OD.

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) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh).

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)in all leads and lifts as per the direction of Engineer-in-Charge.

Providing & fixing of 1.80 Mtrs. high fencing with 2.50Mtrs. angle iron fencing posts 40x40x4 mm 2.50 Mtrs.centre to centre with nine horizontal line and two diagonals of galvanized steel barbed wire (IS: 278-1962 Type-I) weighting 9.38 Kg./ per 100Mtrs.strained fixed to posts with G.I. staples, all leads and lifts.CC 1:4:8.

Manufacturing, Supplying, Fabrication and Fixing of MS Fabricated Protection Panel 750 mm x750mm made with MS Angle 40 x40 x4 mm for frame, MS Angle 30x30 x3 mm for cover. MS Flat 25 x5mm for fixing of sliding door bolt and MS Sheet( 12gauge) 2.50 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle & in RCC slab, by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x16mm MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint ( Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer- in Charge.

Laying jointing of G.I pipes (L.G) ,tube fitting in trenches i/c earth work complete for inlet and scour pipe including all leads and lifts. (L.R)100mm dia

80mm dia

50mm dia

32mm dia

Providing and fixing gun metal wheel valve (with hand wheel) including all leads and lifts

Fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300mm dia.(i/c brass spindle & as per 2906-1984class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if req-uired shall be measured & paid for separatly including all leads and lifts:

Providing and fixing CI Gate valve (with hand wheel ) including all leads and lifts. 32mm. Dia.

Providing & laying HDPE pipe for ventilation. (2 mtr. Long ) 110 mm OD PN-4Kg/complete with in all leads and lifts as per direction and to the entire satisfction of the Engieer-in- charge

Providing and fixing MS wheel valve for Inlet & Outlet including all leads & lifts. to the entire satisfaction of the Engineer-in-Charge.

Laying, jointing and testing in trenches galvanized mild steel screwed and socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in- charge: (LR):

Providing Laying, jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing in trenches ISO : 3183 confirming to X- 42 & X-60 pipe of following dia meters (latest with upto date amendments) steel grade -B having wall thickness as specified below with bevelled ends and capable of with standing required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operations such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).

MSERW X-42 pipe 50mm Wall thichness 4.00 mm. Butt welding from RD 0 to 350 =350 Rmt @ 95% = 333 rmt. 3rd phase X-42

MSERW X-42 pipe 50mm Wall thichness 4.00 mm. Butt welding from RD 350 to 650 =300 Rmt @ 95% = 285 rmt. 3rd phase X-42

MSERW X-42 pipe 50mm Wall thichness 4.00 mm. Butt welding from RD 650 to 800 =150 Rmt @ 95% = 142rmt. 3rd phase X-42

Providing Laying, fixing, jointing and testing in trenches ISO:3183 X-42 & X-60 pipe of following dia meters (latest with upto date amendments) steel grade- B having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, provinding and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).

MSERW X-60 pipe 100 mm Wall thichness 5.60 mm. Flange Table-38 from RD 0 to 510 =510 Rmt @ 5% = 25 rmt. Ist phase (Labour Rate except machenical Load)

MSERW X-42 pipe 50mm Wall thichness 4.00 mm. Flange Table- 34 from RD 0 to 350 =350 Rmt @ 5% = 17rmt. 3rd phase X-42

MSERW X-42 pipe 50mm Wall thichness 4.00 mm. Flange Table- 28 from RD 350 to 650 =300 Rmt @ 5% = 15rmt. 3rd phase X-42

MSERW X-42 pipe 50 mm Wall thichness 4.00 mm. Flange Table- 17 from RD 650 to 800 =150 Rmt @ 5% = 8 rmt. X-42 3rd phase

Pumping Machinery Ist Phase :- Erection, testing & commissioning of horizontal spindle,horizontal radial/split casing/end suction (back full out arrangement) Single/double/Multistages centrifugal pumps or combination of pumps, in series /parallel of KSB make Modal HDA 65/13 stage as per BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to suitable for lifting clear water for under mentioned characteristics with bronze impellers/ priming funnels casing ring and shaft sleaves or bronze. shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the recommended by the manufacturer of the pumping unit only) to squirrel cage screen protected drip proof induction motor 180 HP 2900 RPM of standard make such as Kirloskar/Crompton/ Bhel/ GEC/ Siemens//Marathon El;ectric Motor and other approved make suitable for operation on 400(+) /-10% volts, 50 cycles/ second, 3 phase AC electric supply. The power of electric motor should be atleast +10% in excess of the maximum power required by the pump in the operation range of (+) 7% and (-)15% of the duty point head. The motor/motors with upto date ammendments read with IS:900-1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements:

(I) Discharge (Q)6.04 LPS.(ii) Total Dynamic Head:- 832.21 Meters.(a) LWL in sump well(h) :1698.00 Meters. (b) Shaft level :- 1697.00 Meters. © Level at discharge point :- 2502.00 Meters.(d) Suction lift :- (-)ve .(e) Discharge head:-805.00 Meters.(f) Static head:-805.00Meters.(iii) Rising main(a) Length. 1950.00 Meters.(b) Dia :- 100 mm.(iv) Pumping hours. 8 hours.(v) Altitude of Installation above MSL - 1070 Meters.(vi) Characteristics of water(a) Temperature 15 oC(b) Abient Temperature oC© Turbidity:-up to 3000 PPM (d) Alkalanity: . e) Size of the solids.....mm (f) Others:- Pumps Specifications: i)Make:- . (ii) Model :- (iii) No.of stages Stages .(iv)Material manufactures certificate to be appended (I) Head(H):- mtrs. (ii)Discharge(Q) 6.05 LPS.(iii)BHP absorbed HP (iv)Efficiency(n):- . (v) NPSH(K)

b) Motors Specification:- I) Make:- .ii) Model:- iii) Motor rating (HP) 180 HP .iv) Speed.: 2900 (RPM). .(v) Insulation.

Installation & testing & commissioning ICTP main switche with HRC fuses of Kilburn/ L&T/ Siemens/ Standard/ Havells make and having Capacity 30% extra of the operational rating as per IS:4064-1978 with upto date ammendments immediately after the power meter of HPSEBL. ICTP SWITCHES: I) Type : ii)Make:- iii)Capacity 315 Amp.

Installation & testing & commissioning MS .sheet, steel fabricated floor mounted closed(Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm,duly paintedwith steel sheet of 16 guage, comprising and capable of mounting the following accessories with all internal connections: All tge accessories should be suitable for the proposed pumpinh machinery at Iteam No.above and to the entire satisfaction of HPSEB authirities.The same shall have to be replaced with out extra cost if recommended by HPSEB quthorities.

Installation & testing & commissioning 300 Amps. MCCB of MEI /Havels standard make and of suitable capacity for offered motor on incoming feeder with or without intial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendmants.

Installation & testing & commissioning Earth leakage circuit breaker relay of recommended make such as (L&TSiemens/Standard/Havells) as per BIS- 2516-1977 with upto date ammendment and of suitable range 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 fitted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end.

Installation & testing & commissioning Voltage monitor relay of AE/MEI/L&T/Havells 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 :3482 (latest adition)

Installation & testing & commissioning Digital power factor meter of recommended make AE/IMP/Havells as per relevent IS code with upto date ammendments.

Installation & testing & commissioning Digital Frequencey meter of standard make AE/IMP/Havells as per relevent IS code with upto date ammendments.

Installation & testing & commissioning Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and one copper bar of half the rating of full length for neutral phase as per BIS:8084-1976 and 11353-1985 read with 5578-1985 with upto date ammendments.

Installation & testing & commissioning 300 Amps. MCCB of Kilbur/L&T/Siemens/stands/Havells make and of suitable capacity as per IS 4064:1978 with upto date ammendments.

Installation & testing & commissioning Three phase Indicating lamps complete with toggle switches for individual motors as per IS 3452(P-I&II) with upto date ammendments.

Installation & testing & commissioning 30 KVAr capacitor of Mechneil /BHEL/GEC/L&T/Havells make as per IS 2834:1986 with upto date ammendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating acconrding to H.P. offered including cables as per relevent ISI code (Of Siemens/clocter.IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS:4064:1978 with upto date ammendments.

Installation & testing & commissioning 180 HP oil immersed starter delta/ direct on line/auto transformer/starter rotoe starter of standard make such as MEI/Kilburn/Jyuoti/ L&T/Siemens conforming to BIS-8544-1979 latest with upto date ammendments for squirrel cage/slip-ring motor (make to be specified by the tenderers) mounted on panel board with magnetic type overload release & dash pot, time lag,under voltage release with t initial oil filling as the case b be with sigle phase preventor as per IS 1248 (P-V) 1983 with upto date ammendments.

Hour run meter of reputed make and suitable capacity as per IS 722 (latest edition).

Antivibration pads under the pumps and motors of suitable size for above machinery conforming to BIS 6337-1971 or latest with upto date ammendments.

Installation of Cast Iron double flanged sluice valve PN 1.00 of Kirloskar/Kilburn/Gled/BHEL/Leader/Bir/Kartar/fouress hand over approved maked suitable for make and of 100 mm dia for suction pipe and capable of with standing the normal seat pressure as per IS 780-1992 with upto date ammendments. i/c all leads and lift and as directed by the Engineer-in-charge.

Installation of Cast steel double flanged sluice valve 80 mm dia,ASA -600 of Kirloskar/Leader/BHEL/Linecon/fouress makeand one step higher then delivery line of pumps and capable of with standing the normal seat pressure as per BIS standrards with upto date ammendements.

Installation of Cast Steel double flanged reflux valve 80 mm dia,ASA-600 of Kirloskar/ Kilburn/ Fouress/ BHEL/ Leader/ Linecon make of having bye pass arrangementof one step higher then delivery line of pumps and capable of with standing normal seat pressure as per BIS standrards with upto date ammendements.

Installation of Cast Steel double flanged reflux valve 100 mm dia,ASA-600 of Kirloskar /Kilburn/ Fouress /BHEL/ Leader /Linecon make of having bye pass arrangement for rising main capable of with standing normal seat pressure as per BIS standrards with upto date ammendements.

Supply of 100mm circular dia pressure gauge of suitable range & standard make such as Fiebig/Bourden/ Precision /PREGA with all accessories such as stop cock, copper tubing etc.conformfing to BIS: 3624-1987 or latest with upto date ammendments.

Providing discharge meter of standared make to be fixed on the rising main in pump house as per the directions of the Engineer -In -Charge a per IS: 2373: 1981 with upto date ammendments.

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. 75. The size of the various components to be as under:

suction pipe : one dia higher than the suction of pump offered and suitabl eto keep the velocity of flow from 1 to 1.5M/second in the suction pipe. (100 mm dia.)

Delivery pipe : one dia higher than the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/Second in the delivery pipe.(80 mm dia.)

Common header : one dia higher than the delivery of pump x 100mm dia and will extend upto 5 Mtr. From the outer wall of the pump house in the direction to be jointed.(100 mm dia.)

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 /Havells / Finolex 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(from switch to starter and starter to motor) 95 sq mm.

Supply side (from meter of HPSEB to bus bar and switch) 120sq mm.

Providing and fixing double loop earth with G.I. plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 40mmx5mm G.I. strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

"Pumping Machinery 3rd Phase Erection, testing & commissioning horizontal reciprocating (Back-pull out arrangements) single/double/multi stage reciprocating pump or combination of pumps, In series/parallel of make WASP Modal D 35 as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor / 20 HP motors 1450 RPM of standard make such as Kirlosker/ BHEL/Crompton /NGEF /GEC/ Siemens/Jyoti /ABB & other approved make suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements:"

(I) Discharge (Q) 1.42 LPS.(ii) Total Dynamic Head:- 471.81 Meters.(a) LWL in sump well(h) :2032 Meters. (b) Shaft level :-2031.00 Meters. © Level at discharge point :- 2480.00 Meters.(d) Suction lift :- (-) ve .(e) Discharge head:-449.00 Meters.(f) Static head:-449.00 Meters.(iii) Rising main(a) Length. 800.00 Meters.(b) Dia :- 50 mm.(iv) Pumping hours. 8 hours.(v) Altitude of Installation above MSL -2031.00 Meters.(vi) Characteristics of water(a) Temperature 25 oC(b) Abient Temperature oC© Turbidity:- up to 3000 PPM (d) Alkalanity: . e) Size of the solids.....mm (f) Others:- Pumps Specifications: i)Make:- . (ii) Model :- (iii) No.of stages Stages .(iv)Material manufactures certificate to be appended (I) Head(H):- mtrs. (ii)Discharge(Q) 1.42 LPS.(iii)BHP absorbed HP (iv)Efficiency(n):- . (v) NPSH(K)

Installation & testing & commissioning 63 Amps ICTP main switch with HRC fuses of Kilburn/ L&T/Siemens/Standard/ Havells make and having capacity 30% extra of the operational rating as per IS: 4064- 1978 with up to date amendments , immediately after the power meter of the HPSEBL.

Installation & testing & commissioning MS sheet steel fabricated floor mounted closed (almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.1 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities

a) Installation & testing & commissioning 63 Amps MCB of MEI/Havels/ standard make and of suitable capacity for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments

a)Installation & testing & commissioning 63 Amps Earth leakage circuit breaker of recommended make (L&T/Siemens/standard/Havells) asper IS:2516:1977 with upto date ammendments of suitable range which should have control box,operation,handle and and trip/reset bush button on/off indicators,re-indicators,re-indicating off spring condition of the circuit breaking for cover current protection. the circuit should be equipped with magnet thermal release with metallic tap etc. it should also be fitted with earth fault for tripping of breaker on occuence of earth on off breaker load side end.

Installation & testing & commissioning Voltage monitor relay of AE/MEI/L&T/Havells 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 :3482 (latest adition)

Installation & testing & commissioning Digital power factor meter of recommended make AE/IMP/Havells as per relevent IS code with upto date ammendments.

Installation & testing & commissioning Digital Frequencey meter of standard make AE/IMP/Havells as per relevent IS code with upto date ammendments.

Installation & testing & commissioning Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and one copper bar of half the rating of full length for neutral phase as per BIS:8084-1976 and 11353-1985 read with 5578-1985 with upto date ammendments.

Installation & testing & commissioning ICTP main switche with HRC fuses of Kilburn/ L&T/ Siemens/ Standard/ Havells make and having Capacity 30% extra of the operational rating as per IS:4064-1978 with upto date ammendments immediately after the power meter of HPSEBL. ICTP SWITCHES: I) Type : ii)Make:- iii)Capacity 63Amp.

Installation & testing & commissioning Three phase Indicating lamps complete with toggle switches for individual motors as per IS 3452(P-I&II) with upto date ammendments.

k) Installation & testing & commissioning 8 KVAR Capacitor of Mechneil/ BHEL/GEC/L&T/Havells make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments

Installation & testing & commissioning Suitable 20 HP oil immersed starter delta/starter of MEI/.Kilburn/Jyoti /L&T/Siemens make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments

m) Installation & testing & commissioning Providing Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.)

n) Providing antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS:6337:1971.

Installation double flanged CI sluice valve PN 1.00 of leader/BHEL/Kirloskar /Bir/GLEDKilburn/Linecon/Kartar valve/Fouress hand over approved maked suitable for make and of 65 mm dia for suction pipe and capable of with standing the normal seat pressure as per IS 780-1992 with upto date ammendements.

Installation double flanged CS sluice valve 40 mm dia. ASA- 300 of leader/BHEL/Kirloskar Kilburn/Linecon/ Fouress make and one step higher then delivery line of pump and capable of with standing the normal seat pressure as per BIS standards with upto date ammendements.

Installation double flanged cast steel reflux valve 40 mm dia. ASA-300 of leader BHEL/ Kirlosker / Kilburn /Linecon/Foursed make and having bye pass arrangements of one step higher then delivery line of pump and capable of with standing normal seat pressure as per BIS standards with upto date ammendments.)

Installation double flanged cast steel reflux valve 50 mm dia. ASA-300 of leader BHEL/ Kirlosker/ Kilburn /Linecon/ Foursed make and of having bye pass arrangement for rising main and capable of with standing normal seat pressure as per BIS standards with upto date ammendments.)

Installation & testing & commissioning 100mm dia circular dial analog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/precision make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.

Installation discharge meter of standard make to be fixed on the rising main in pump house as per the directions of the Engineer in charge as per Is:2373:1981 with upto date ammendments

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. 88. The size of the various components to be as under:

suction pipe : one dia higher than the suction of pump offered and suitabl eto keep the velocity of flow from 1 to 1.5M/second in the suction pipe. (65 mm dia.)

Delivery pipe : one dia higher than the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/Second in the delivery pipe.(40 mm dia.)

Common header : one dia higher than the delivery of pump x 100mm dia and will extend upto 5 Mtr. From the outer wall of the pump house in the direction to be jointed.(50 mm dia.)

Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size and capacity to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER/IEC/ ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor

(a) Motor side (From switch to starter and starter to motor) 6Sq mm

(b) Supply side (From Meter of HPSEB to bus bar and switch) 6Sq mm

Providing and fixing double loop earth with GI plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm GI strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Installation of microprocessor based fully programmable of 7.5'' coloured industrial grade HMI touch screen of proface /Fuji/Seimens/ABB make power supply 230 VAC /240VDC,onboard serial/Ethernet interface communication cable between controller and HMI. The HMI should have inbuilt mimic ,liabries for water Deptt .Multitime setting Driver support to telemetry SCADA.

Providing & installation Level Sensors for up and down water level. The Level sensors shuld be with IP69 proction suitable for submerged application of water tanks with inbuilt dry run protection adjustable range 0-10 mtrs & pontential free contacts Sicentic/Advance make.The level sensors should be for interfacing with intelligent web based SCADA system.

Installation of microproccessor based fully programmable of 7.5 "coloured industrial grade HMI touch screen of Proface/Fuji/Siemens/ABB make.Power supply 230 VAC/24VDC, onboard serial/Ethernet interface, communication cable between controller and HMI. The HMI should have inbuilt Mimic,Libaries for water Deptt. Multi time setting Driver support to telemetry SCADA.

Providing & installation Level Sensors for up and down water level. The Level sensors shuld be with IP69 proction suitable for submerged application of water tanks with inbuilt dry run protection adjustable range 0-10 mtrs & pontential free contacts Sicentic/Advance make.The level sensors should be for interfacing with intelligent web based SCADA system.

MANOJ KUMAR