Augmentation of Water Supply Scheme Daulatpur Town in Tehsil Ghanari Distt. Una (HP)

Amount

Excavation in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling 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, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil / un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and laying cement concrete (M-10) 1: 3: 6 ( 1 cement : 3sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Chaarge.

Pdg and laying Cement Concret 1:5:10 ( 1Cement: 5 Sand 10 graded stone aggregate 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 150 mm to 300 mm as HPPWD specification.

Providing and laying cement concrete 1:6:12 (1cement: 6 sand) 12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinths in all leads and lift and to the entire satisfaction of Engineer-in-charge.

1st.class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 (1cement :4 sand) in all lead and lifts and as per the direction of the Engineer-in-Charge.

1st. class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement : 6 sand) in all lead and lifts and as per the directions of the Engineer-in-Charge.

1st. class brick work using common burnt clay building bricks in superstructure in cement mortor 1:6 (1 cement :6 sand) in all lead and lifts and as per the direction of the Engineer-in-Charge.

Providing and fixing presed steel door frames manufactured from commercial mild steel of 1.25 mm thickness i/c chinges fans lag joints bend and if required thresh hold of mild steel angle etc. in all leads and lift to the entire satisfaction of Engineer-in-charge. Profile-A

Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary screws. in all leads and lift to the entire satisfaction of Engineer-in-charge. 2nd. class deodar wood 40mm thick.

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in all leads and lifts complete in all respect to the entire satisfaction as per the directions of Engineer in -Charge :-

(a) Foundation, footings and basis of columns etc. and mass concrete within all lead and lifts complete in all respect to the entire satisfaction as per the directions of the Engineer-in-Charge.

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

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like. (a) Upto 4.00 mtrs.

Beams, cantilever, girders and lintles Sides and soffits of beams, beam haunchings cantilevers bressumers and lintles not exceeding 1 mtr. in depth in all height from floor in all leads and lift to the entire satisfaction of Engineer-in-charge.

(iv) Columns,pillars.posts & struts complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(b) Beyond 4.00 mtrs complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(v) Beams, cantilever, girders & lintels complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(vi) Providing from work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:Arches exceeding 6 metres span complete in all respect to the entire satisfaction and as per the direction of the Engineer-in-Charge.

Beyond 4.00 mtr.height complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing RCC Work smooth finishing of the exposed surface with cement mortor 1:3 (1cement : 3 Sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and laying cement concrete by using M-25 graded stone aggregate 20 mm nominal size )complete in all respect within all leads and lifts complete in all respect to the entire satisfaction as per the directions of Engineer-in-Charge.

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect including all leads and lift to the entire satisfaction of Engineer-in-charge.

Arches up to floor to level

Providing and laying cement concrete work DESIGN MIX M 30 not less than 1:1.5:3 (1 cement: 1.5 sand :3 crushed stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-

(a) In foundation footings bases of columns and the like and mass concrete. within all leads and lifts complete in all respect to the entire satisfaction and as per the directions of Engineer-in-Charge.

(b) Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses,plinth and string courses etc. from top of foundation upto upto all heights complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(i) floor four level to floor five level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

( C)Column,pillars,posts & struts upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(i) floor two level to floor three level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(ii) floor three level to floor four level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(iii) floor four level to floor five level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(d) Lintels,beams girders bressumers & cantilevers upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(i) floor two level to floor three level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(ii) floor three level to floor four level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(e) Arches upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.:

(i) floor two level to floor three level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(ii) floor three level to floor four level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect including all leads and lift to the entire satisfaction of Engineer-in-charge.

Providing Tor steel reinforcement for RCC work including bending binding & placing in position complete upto floor two level complete in all respect including all leads and lifts and to the entire satisfaction of Engineer-in-charge.

Half brick work using common burnt clay building bricks in super structure above 1st. floor level in cement mortar 1 : 4 ( 1 cement :4 sand) of Ist. Class bricks complete in all lead and lifts as per the direction of the Engineer-in-Charge.

Pointing on brick work with cement mortar 1:3 ( 1 cement, 3 sand ) with in all leads and lifts complete in all respect.Cut or weather struck

Providing and laying Brick Tiles over mumty/ terrace roofs grouted with C.M.1:3 ( 1 cement, 3 sand ) over a 12mm (Twalve mm) layer of Cement moter 1:3 ( 1 cement, 3 sand ) and fneshed neat including carriage of material lead and lifts as per the direction of the Engineer-in-Charge.

6 mm cement plaster to ceiling in cement mortar 1:3 (1cement : 3 sand) within all leads and lifts and as per direction of Engineer-in-charge.

15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and /or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:6 ( 1 cement :6 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and /or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement :3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

20mm Cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement: 6 sand) within all leads and lifts as per direction of Engineer-in-charge..

Providing and fixing MS grills of required pattern in wooden frames/ presed steel fram with M.S flat square or round bars 12mm dia with round headed bolts and nuts or by screw with in all leads and lifts complete in all respect. Plan Grills.

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 i/c 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.

Providing plinth protection 50 mm thick cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 20mm nominal size) including finishing the top surface concrete smooth within all leads and lifts as per direction of Engineer-in-charge.

Providing under layer for plinth protection of 75 mm thick (unconsolidated )bed dry brick/ stone aggregate 40 mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground entire carriage of material and as per direction of the Engineer-in-Charge..

Constructing Course rubble hammer dressed 'U' shape opensurface drain with side wall.15x22 cm in cement mortar 1:6(1 Cement : 6 Sand) and insideplastring with cement plaster1:3 (1 Cement:3 Sand)including earth work and laying 10 cm cement concrete in 1:5:10 (1 Cement : 5 Sand :10 graded stone aggregate) of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1Cement : 2 Sand : 4 Graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as perstandard design with in all leads and lifts complete in all respect.as per direction of Engineer-in-charge.

Providing 40x3 mm flat iron hold fast 40 cm long including fixing to frame with 10mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm. 1:3:6 mix( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing M.S.fan clamp type -1 of 16 mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop as per standard design complete in all respect.

White washing with lime on un-decorated wall surfaces ( two coats ) to give an even shade including throughly brooming the surface to remove all,dirt,dust,mortar and other foreign matters with in all leads and lifts complete in all respect.

Distempering with dry distemper of approved brand and manufacturer ( Two Coats ) and of required shade on un-decorated wall surfaces to give an even shade over and including priming coat of whiting after throughly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required 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 complete in all respect in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing following anodized aluminium fitting of anodized transparent and shade with necessary secrew etc. complete in all leads and lifts as per the directions of Engineer-in-charge.

Sliding door bolts 250x16 mm

MS tower bolt (barrel Type) 200x10 mm

MS Handle 100 mm

Cement concrete flooring 1:2:4(1cement:2 sand: 4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement within all leads and lifts as per direction of Engineer-in-charge. 40mm thick.

Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil, grease, dirt and other foreign matter) sand papering and knotting with ready mixed paint brushing wood primer pink within all leads and lifts as per direction of Engineer-in-charge..

Painting two coats (excluding priming coat) on new wood and wood based surfaces with readymixed paint brushing to give an even shade including cleaning of all dirt ,dust and other foreign matter sand papering and stopping with enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge.

Steel work welded in built up sections,trusses & framed work including cutting, hoisting & fixing in position & applying a priming coat of red lead paint In grating, framed, guards, bars, ladders, railing, brackets & similar works within all leads and lifts as per direction of Engineer-in-charge.

Fixing inlet, outlet, over flow and scour pipe of GMS pipe of following internal dia (medium grade) including extra carriage within all leads and lifts and as per directions of the Engineer-in-charge.

Inlet Rising Main 80 mm dia.(MG)

Outlet pipe 80 mm dia (MG)

Inlet Rising Main 100 mm dia.(MG)

Outlet pipe 100 mm dia (Distribution) (MG)

Laying GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing sluice valve (With hand wheel) as per IS -780 class for following dia (including brass spindle and as per IS; 2906 class -II including M.S. Flanges, bolts, nuts, rubber insertion etc. complete in all respects including carriage of material within all leads and lifts.

Outlet pipe 80 mm dia

Scour pipe 80 mm dia.

Outlet pipe 100 mm dia

Scour pipe 100 mm dia.

Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

80 mm dia

80 mm dia

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 conc.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 cment i/c curing complete. 600 x 600 x 750 mm inside size complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and Fixing SFRC Man Hole Cover with frame (Medium duty) 560 mm internal dia weight of cover not less than 100 Kg. i/c carriage of complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing of below items required for OHSR complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing of sky lightening arrestor complete in all respect in all leads and lifts complete in all respect to the entire satisfaction and as per the direction of the Engineer-in-Charge..

Providing and fixing Water measurement gauge complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing of vent opening including cowl with mesh in the top of the tank complete in all respect complete in all respect to the entire satisfaction and as per the direction of the Engineer-in-Charge..

Providing and fixing Flanged bell mouth a/w puddle collars complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Expansion joints complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Provision for Design & Drawing of OHSR tank. complete in all respect and as per diection of the Engineer-in-Charge.

Provision for testing of bearing capacity of soil complete in all respect and as per diection of the Engineer-in-Charge.

Provision For Stair Case ( Spiral RCC Precast complete in respects as per direction of Engineer-in-cherge of the site of work.

Laying,Jointing and Testing in trenches (to level or grade) of G.I pipe of folowing dia & class confirming to BIS 2139-1990 (Part-I) with least upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MD Flanges confirming to IS 6392-1971 (Latest uotu date emendments) 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 gastets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on both faces (two layers outer side & one inner side ) to make the joints leak proof and to 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 respect with carriage in all leads & lifts and to the entire satisfaction of Enginee-in-Charge. (Excavation in trench, providing and welding of M.S Flanges and butt welded joint shall be measured and peid for seperately). (Labour Rate) GI Pipe 125mm dia (MG)

Providing, welding and fixing of MS flanges conforming to table as specified below of BIS code 6392-1971( Latest with upto date ammendments) welding of M.S. flanges on ( Two layers on inner face and one layer on outer face of each flange) with GMS pipes and bends on both ends. ( The GMS pipe to be measured and paid for separately. ) The welding of flanges should conforming to IS 816-1998 with electrodes as per IS 814-1997, Prov.& fixed with nuts, bolts of required size conforming to IS 1364, including providing & fixing 3 mm (Minimum) thick compressed asbestos fibre / synthetic rubber gasket conforming relevant BIS Code IS 2712-1965 in trenches complete in all respect and including entire carriage of materials in all leads and lifts as per the direct1on of the Engineer-in-Charge . (1% of Total Joints)

MS Flanges 125 mm dia Table- 5

Providing circumferential butt welded joints to GMS pipe of following dia with three layers on each end of welding using 3 mm and 4 mm dia electrodes after levelling the pipe ends according to relevent ISI specification within all leads and lifts and to entire satisfaction of the Engineer-in-Charge complete in all respect Butt welding joints

G I pipe 125 mm dia 4.80 mm thick

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked GMSERW pipes of various grade L-210" /A conforming to IS/ISO-3183-2007 or its equivalent API specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with grade "L-290" code IS/ISO-3183-2007 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments to the entire satisfaction of Engineer-in-charge (MS Flanges and butt welding joint shall be measured and paid for separately).( 95 % of the total Joints for Butt Welding & 5% of the total joints for MS Flanges). 200mm dia 4.8 mm thick.

Providing and welding M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in Threded of layers on (2 outer +1inner) both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of in respects with all leads and lifts as per directed of Engineer-in-charge.

Providing circumferential butt welded joints 95 % of the total joint by electrical arc welding to GMS pipe, welded in three lyers (2+1) requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in respects with all leads and lifts as per directed of Engineer-in-charge.

Laying, jointing and testing in trenches galvanised mild steel tube of light/ Medium grade screwed and socketed complete conforming to IS 1239-2004 (With upto date ammendments) including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of , valves and earth work in trenches, will be measured and paid for separately.) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.

32 mm Dia (Light class)

40 mm Dia (Light class)

50 mm Dia (Light class)

65 mm Dia (Light class)

80 mm Dia (Light class)

100 mm Dia (Light class)

150 mm Dia(Medium class)

Providing and fixing Copper Alloy Gate Valves approve make (class-I) for water works purposes as per IS778-1984 in (reaffirmed-2007). complete in all respect within all leads & lifts and entire satisfection of the Engineer-In-Charge.

32 mm Dia

40 mm Dia

50 mm Dia

65 mm Dia

80 mm Dia

100 mm Dia

150 mm Dia

Dismentalling of old existing GI pipe (Light class)of the following dia and stacked properly at head works complete in all respect within all leads & lifts and entire satisfection of the Engineer-In-Charge. (Labour Rate)

15mm Dia

20mm Dia

25mm Dia

32 mm Dia

40 mm Dia

50 mm Dia

65 mm Dia

150 mm Dia

Relying, jointing and testing GMS light pipes including cost of bends complete as per IS:1239 - 1979, Part - I, of following diameters in trenches complete in all respect as per direction of Engineer - in Charge.(Earth work in trenches to be measur(Earth work in trenches to be measured and paid for separately )

32 mm Dia

40 mm Dia

50 mm Dia

65 mm Dia

150 mm Dia

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 surface/recessed steel conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required including carriage of all material within all leads and lifts. Group "C"

Wiring for power plug with 2x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC Conduct along with 1 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of materials within all leads and lifts.

Wiring for light plug with 2X1.5 Sq. mm PVC insulated heat resistant fleame retardant (HRFR) and low smoke single core (flexible) copper conductof cable in PVC casing & capping along with 1 No. 1.5 Sq. mm HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carrige of material with in all leads and lifts.

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.including carriage of material in -complete in all respect.with in all leads and lifts complete as per the direction of Engineer-In-Charge.

Supplying & fixing metal box of 180mm.x100mm.x60mm. deep sizes (nominal size) on surface or in recess suitable for fixing phenolic laminated sheet covered in the front including Providing and fixing 5 pin 5/6 amps socket , outlet and 5/6 amps plano type switch connections painting etc. as required arriage of materials within all leads and lifts.:-

Supplying and fixing bakelite batten/angle holder including connections etc. as required:- including carriage of materials within all leads and lifts.

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:-Ceiling Fan 1200 mm sweep, Category-A 1.5 Sq mm PVCinsulated copper conductor single core cable including carriage of materials within all leads and lifts.

Providing and fixing shock proof slim decorative extruded mixture with domestic electronic ballast, suitable for 36 watt FTL (T8), complete with all accessories (excluding the T-8 Tube), connections, testing and commissioning etc. as required. 1 x36 watt-FTL(T8) (Category-A)

Supplying amd erection of 40/50/63 amps rating, 10 KA breakimg 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 completed with tinned, copper bus-bar, wire set, neutral link, earth bar, din-bar, detachable gland plate, cable, identification levels interconnections,phosphatized and power painted, including earthing etc. as required Bus bar 8 way.

Supplying and fixing 6 Amps to 32 Amps rating 10 KA Breaking capacity 240 volts C Curves miniature cicuite breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required Category "A", single pole.

Earthing with G.I. pipe earth, pipe 4.5 mtrs long, 40mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc.( but without charcal coke and salt) complete as required including carriage of materials within all leads and lifts.

Extra using salt and charcoal for pipe earth electrode as required, including carriage of materials within all leads and lifts.

Supplying and laying 6 Sqmm G.I.wire at 0.50 mtr below ground level for conductor earth electrode, including soldering etc. as required including carriage of materials within all leads and lifts.

Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete in all respects.

Providing, fixing of Fire Hydrants of suitable make complete in all respects.

Submersible Pumping Machinery (2x25=50 HP) For Booster Stage Supply of submersible pumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Groundfos/ LUBI /Hindustan/ Sabar/Seerex/Johnston / Amrut, confirming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ; 5659-1978 with upto date amendments, suitable for raw / clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to submersible motor of same as that of offered submersible pump make confirming to BIS ; 9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear and tear. It should also be fitted with a device to make up expantion of water with heating of motor. The pumpset should include water level guard i/c cable, errection clamps, cable clips and depth gauge etc. and suitable for opertion on data given below. a) Pump Specifications :- i) Make ii) Model iii) No. of Stages iv) Manufactures certificate to be attached. Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head c) (-) 15% Duty Head V) Performance to be attached.

Discharge = (Q) 11.95 LPS

Total Head = ( H) 76.73 Mts.

a) SWL in Tubewell = 47.00 Mtr. bgl.

c) R.L. point of discharge =547.35 Mtr.

d) Seasonal fluctuation + draught condition + bowl assembly. = 9.00 Mtrs.

e) Drawdown in Tubewell = 11.00 Mtrs.

f) R.L of lowest point of pumpset installation = 475.15 Mtrs.

g) Static column lift = 72.20 mtrs

Rising main.

Length 20.00 Mtrs.

Dia meter. 125 mm

Class GMS Pipe

Column Pipe.

Length 78.00 Mtr.

Dia 125 mm

Class GMS. (M)

Pumping hours = 16.00 Hours

Altitude of installations above M.S.L. 100.00 Mtr.

Characteristic of water.

a) Temperature 20 Deg Cel.

b) Turbidity ________JTU.

c) Allkanity. ___________mg/ l Ca Co3

d) Size of solids ____________mm

e) others

Depth of T/well = 200.00 Mtr.

Dia of T/ well assembly 200 mm

Length of assembly pipe. meter .

Dia of housing pipe 300 mm

Length of housing pipe. 0.50 meter

OPERATING CONDITIONS.

Type of Current :- A.C.Three Phase.

Frequency:- 50 Cycles /Sec.

Rated Voltage 415 +/- 15 % Volts.

System of earthing:- Double Loop earthing as per BIS 3843-1987 Latest.

Speed of Revolution ____________ RPM 2900

MOTOR.

Ref. to BIS code BIS 9283-1979 with upto date amendments.

Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )

Mechanical out put in H.P.

Class of insulation : Class B

The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations.

Ref. to BIS code ; BIS ; 5659-1978 with upto date amendments.

Driver Type: Electric driven.

Operating Range: -15 % to+10 % of Total head at duty point.

Delivery size of Pump : ________( To be quoted by tenderer.)

Providing ICTP Main Switch with HRC fuses of L&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947- P I & II with upto date amendments. i) Make : ii) Type : iii) Capacity : 63 amp.

Providing MS Sheet steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections. Panel/ Switch Board i) Drawing. ii) Layout Plan

MCB of kilburn / L&T/ Havells 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 ; 2516-1985 with upto date amendments. i) Make : ii) Type : iii) Range 63 amp. iv) Capacity

ELCB of recommended make L&T /Havells as per IS ; 2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. ELCB i) Make : ii) Type : iii) Range 63 Amp. iv) Capacity

The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage, reverse phasing, overloading and phase voltage difference as per IS; 3842 ( Latest Edition )i) Make : ii) Type : iii) Range 0-500.

Bus bar chamber 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 : 11353-1985 read with BIS ; 5578 -1985 with upto date amendments including. 3 phase indicators i) Make : ii) Type : iii) Rating

Providing Hour run meter of recommended make of suitable capacity as per IS :722 (Latest edition) i) Type ii) Make iii) Range

Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452 (P- I&II ) with upto date amendments. 3 Phase indicators

Capacitor of BHEL / L&T make as per IS ; 2834-1968 with upto date amendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/ IEC make) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments .Rate of capacitor will be approved by HPSEB. i) Make : ii) Type : iii) Range. 6 KVAR

Providing suitable starter of L&T/ Havell's /BHEL make as per IS :13947-II with upto date 'amendments for Squirrel cage / Slipring 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. Single Phase Preventor i) Make : ii) Type : iii) Range.

Providing and fixing double flanged Cast iron Sluice valve of Leader / Kirloskar /LP/RG Brand make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS :- 780-1992 with latest ammendments i) Make : ii) Type : iii) Make :- Cast Iron Class PN-1.60 for Column Pipe 125 mm dia

Providing and fixing double flanged swing type cast Iron Reflux valve of Leader/ Kirloskar/Kartar / LP/RG Brand make having Bye pass arrangement on the delivery line of the Pump and capable of 'withstanding normal Seat Pressure as per IS:15312 Part-1 with latest ammendments i) Make : ii) Material : Cast Iron iii) Class PN-1.60 For for R/main 125 mm dia.

Providing and fixing pressure gauge of Prega / Precision make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements. i) Make :

Supply of PVC jointless, flat water proof cable with copper conductor as per BIS 694-1998 latest with upto date ammendments of Havells/ Finolex make suitable for the pumpsets offered from MCB to motor including all other electrical equipments / accessories such as thimble, flexible pipe, solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor. The type, size and make shall be subject to approval of HPSEB authorities. i) Make : Finolex/ Havells ii) Size 3x6.00 mm2 iii). type- IV capacity V Core-3

Lowering of GMS Column pipefor assembly 125 mm dia including MS flanges' of Table 5 as per IS : 6392-1971 with upto date amendments, rubber/asbestos gasket of min. 3mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 . The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No. 69 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction of Rising main . The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge. (The pipe shall be supplied by the Department free of cost from Divisional Store Badoh(Gagret). Column Pipe 125 mm dia GMS pipe (M)

Installation of all items appearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.

Providing and laying copper PVC insulated armoured power cable (one cable carrying all the three phases) of suitablle size and capacity to motors and all other electrical equipments as per IS ;1554 (P-I ) 1988 or latest with upto date amendments of Seimen /Gloster / IEC / ICC / EICO / National / Grandlay /Finolex/ Havells make including all other accessories such as thimble, flexible pipes, solder nuts and bolts, cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable A) Supply Side From meter of HPSEB to Bus Bar and Switch) i) Size 16.00 mm2 ii) Make Finolex/Havells. iii) Type iv) Capacity v) Core 3.

Providing and fixing double loop earthing with G.I. plate 600 mmx600mmx6.30 mm thick electrode complete with material such as thimble, nuts and bolts, charcoal, salt, common as per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. i) GI Flat 25x3 mm

Submersible Pumping Machinery (2x25=50 HP) For Booster Stage -2nd Supply of submersible pumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Groundfos/ LUBI /Hindustan/ Sabar/Seerex/Johnston / Amrut, confirming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ; 5659-1978 with upto date amendments, suitable for raw / clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to submersible motor of same as that of offered submersible pump make confirming to BIS ; 9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear and tear. It should also be fitted with a device to make up expantion of water with heating of motor. The pumpset should include water level guard i/c cable, errection clamps, cable clips and depth gauge etc. and suitable for opertion on data given below. a) Pump Specifications :- i) Make ii) Model iii) No. of Stages iv) Manufactures certificate to be attached. Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head c) (-) 15% Duty Head V) Performance to be attached.

Discharge = (Q) 11.95 LPS

Total Head = ( H) 77.01 Mts.

a) SWL in Tubewell = 68.00 Mtr. bgl.

c) R.L. point of discharge =547.35 Mtr.

d) Seasonal fluctuation + draught condition + bowl assembly. = 9.00 Mtrs.

e) Drawdown in Tubewell = 11.00 Mtrs.

f) R.L of lowest point of pumpset installation = 479.35 Mtrs.

g) Static column lift = 72.20 mtrs

Rising main.

Length 300.00 Mtrs.

Dia meter. 125 mm

Class GMS Pipe

Column Pipe.

Length 76.00 Mtr.

Dia 125 mm

Class GMS. (M)

Pumping hours = 16.00 Hours

Altitude of installations above M.S.L. 100.00 Mtr.

Characteristic of water.

a) Temperature 20 Deg Cel.

b) Turbidity ________JTU.

c) Allkanity. ___________mg/ l Ca Co3

d) Size of solids ____________mm

e) others

Depth of T/well = 200.00 Mtr.

Dia of T/ well assembly 200 mm

Length of assembly pipe. meter .

Dia of housing pipe 300 mm

Length of housing pipe. 0.50 meter

OPERATING CONDITIONS.

Type of Current :- A.C.Three Phase.

Frequency:- 50 Cycles /Sec.

Rated Voltage 415 +/- 15 % Volts.

System of earthing:- Double Loop earthing as per BIS 3843-1987 Latest.

Speed of Revolution ____________ RPM 2900

MOTOR.

Ref. to BIS code BIS 9283-1979 with upto date amendments.

Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )

Mechanical out put in H.P.

Class of insulation : Class B

The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations.

Ref. to BIS code ; BIS ; 5659-1978 with upto date amendments.

Driver Type: Electric driven.

Operating Range: -15 % to+10 % of Total head at duty point.

Delivery size of Pump : ________( To be quoted by tenderer.)

Providing ICTP Main Switch with HRC fuses of L&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947- P I & II with upto date amendments. i) Make : ii) Type : iii) Capacity : 63 amp.

Providing MS Sheet steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections. Panel/ Switch Board i) Drawing. ii) Layout Plan

MCB of kilburn / L&T/ Havels 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 ; 2516-1985 with upto date amendments. i) Make : ii) Type : iii) Range 63 amp. iv) Capacity

ELCB of recommended make L&T /Havells as per IS ; 2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. ELCB i) Make : ii) Type : iii) Range 63 Amp. iv) Capacity

The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage, reverse phasing, overloading and phase voltage difference as per IS; 3842 ( Latest Edition )i) Make : ii) Type : iii) Range 0-500.

Bus bar chamber 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 : 11353-1985 read with BIS ; 5578 -1985 with upto date amendments including. 3 phase indicators i) Make : ii) Type : iii) Rating

Providing Hour run meter of recommended make of suitable capacity as per IS :722 (Latest edition) i) Type ii) Make iii) Range

Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452 (P- I&II ) with upto date amendments. 3 Phase indicators

Capacitor of BHEL / L&T make as per IS ; 2834-1968 with upto date amendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/ IEC make) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments .Rate of capacitor will be approved by HPSEB. i) Make : ii) Type : iii) Range. 6 KVAR

Providing suitable starter of L&T/ Havell's /BHEL make as per IS :13947-II with upto date 'amendments for Squirrel cage / Slipring 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. Single Phase Preventor i) Make : ii) Type : iii) Range.

Providing and fixing double flanged Cast iron Sluice valve of Leader / Kirloskar /LP/RG Brand make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS :- 780-1992 with latest ammendments i) Make : ii) Type : iii) Make :- Cast Iron Class PN-1.60 for Column Pipe 125 mm dia

Providing and fixing double flanged swing type cast Iron Reflux valve of Leader/ Kirloskar/Kartar / LP/RG Brand make having Bye pass arrangement on the delivery line of the Pump and capable of 'withstanding normal Seat Pressure as per IS:15312 Part-1 with latest ammendments i) Make : ii) Material : Cast Iron iii) Class PN-1.60 For for R/main 125 mm dia.

Providing and fixing pressure gauge of Prega / Precision make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements. i) Make :

Supply of PVC jointless, flat water proof cable with copper conductor as per BIS 694-1998 latest with upto date ammendments of Havells/ Finolex make suitable for the pumpsets offered from MCB to motor including all other electrical equipments / accessories such as thimble, flexible pipe, solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor. The type, size and make shall be subject to approval of HPSEB authorities. i) Make : Finolex/ Havells ii) Size 3x 6.00 mm2 iii). type- IV capacity V Core-3

Lowering of GMS Column pipefor assembly 125 mm dia including MS flanges' of Table 5 as per IS : 6392-1971 with upto date amendments, rubber/asbestos gasket of min. 3mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 . The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No. 69 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction of Rising main . The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge. (The pipe shall be supplied by the Department free of cost from Divisional Store Badoh(Gagret). Column Pipe 125 mm dia GMS pipe (M)

Installation of all items appearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.

Providing and laying copper PVC insulated armoured power cable (one cable carrying all the three phases) of suitablle size and capacity to motors and all other electrical equipments as per IS ;1554 (P-I ) 1988 or latest with upto date amendments of Seimen /Gloster / IEC / ICC / EICO / National / Grandlay /Finolex/ Havells make including all other accessories such as thimble, flexible pipes, solder nuts and bolts, cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable A) Supply Side From meter of HPSEB to Bus Bar and Switch) i) Size 16.00 mm2 ii) Make Finolex/Havells. iii) Type iv) Capacity v) Core 3.

Providing and fixing double loop earthing with G.I. plate 600 mmx600mmx6.30 mm thick electrode complete with material such as thimble, nuts and bolts, charcoal, salt, common as per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. i) G.I Flat 25x3 mm

Centrifugal Pumping Machinery (2x80=160 HP) Providing horizontal spindle ,horizontal / radial split casing / end suction (back pull out arrangement). Single / double / multi stage recommended make such as Mather and Platt /KSB/Beacon weir/Kirloskar / Jyoti as per BIS IS 1520 1980 with upto date ammendments read with IS- 9137. 1978 or latest edition suitable for lifting water for under mentioned characteristic with Bronze impellers / priming funnels, casing ring and shaft sleeves of Bronze shaft of stainless steel with cast iron casing, coupled directly through a flexible coupling on a common cast iron/cast steel base plate (base plate to be framed from the manufacturers of the pumping unit only) to slipring/Squirrel cage screen protected drip proof induction motor/,motors of standard make such as Crompton/NGEF/GEC/Seimens/jyoti and suitable for operation on operation on 415 (+/-15%) volts. 50 Cycles/Sec., 3 phase AC electric supply. The power of electric motor/motors should be at least + 10% in excess of the maximum power required by the of (+10%) and (-15%) of the duty point head.pump/pumps in the Operation range The motor/motors as per IS 325 1978 with upto date amendments The motor/motors as per IS 325 IS 1978 with upto date amendments read with IS 900 1972 it should include cost of Bearing. Nuts, Bolts and painting etc. and should meet the following requirements. a) Pump Specifications :- i) Make ii) Model iii) No. of Stages iv) Manufactures certificate to be attached. Performance i) Discharge ii) Total Head iii) Efficiency of pump a) Duty Head b) (+) 10% Duty Head c) (-) Sep Duty Head d) Performance curve to be attached. b) Motor:- Specification i) Make ii) Model iii) B.H.P iv) Speed v) insulation. c) Coupling d) Base Plate e) Coupling 2 Nos. f) Base Plate 2 Nos.

Discharge (Q) 23.88 LPS.

Total Head (H) 143.06 Mtrs

a) LWL In Sump well 544.15_mtr

b)R.L. of shaft _444.15_mtrs.

c) R.L. of discharge Pt. _664.50_ mtrs.

d)Suction lift. Postive 0.00 mtrs.

e) Discgharge Head 3.00 mtrs.

f) Static Head 120.35 mtrs.

Rising main.

Length 3450 mtrs.

Diameter 200 MM dia

Class GMSERW

Pumping hours. 16 hours.

Altitude of installations above M.S.L 544.15_mtrs.

Characteristic of Water

a)Temperature ____20____Deg.Col.

Providing ICTP Main Switch with HRC fuses of L&T / Havells make and having capacity 30 % extra of the operational rating as per IS-4864 : 1978 with upto date amendments, immediately after the Energy meter of the HPSEB complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work. 250 Amp

Providing MS Sheet, steel fabricated floor mounted closed (Almirah type) switch board i/c angle iron post of suitable height and size ISA 40x40x6mm duly painted with steel sheet of 16 Gauge comprising and capable of mounting the following acccessories with all internal connections complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

OCB of L&T/MEI make and 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: 2516-1985 with upto date amendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work 200 Amp

ELR of recommended make L&T/MEI as per IS: 2516-1985 with upto date ammendments, and of suitable range which should have control box, operating handle and trip/reset bush button on/off of indicators,reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work 200 Amp

The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage reverse phasing, overloading and phase voltage difference as per IS: 3842 (Latest Edition) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Power Factor Meter of AE/L&T Make as per relevant IS Code with upto date ammendments i) Make ii) Type iii) Range.

Frequency meter of AE/ L&T make as per relevant IS Code with upto date ammendments i) Make ii) Type iii) Range.

Bus bar chamber 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: 11353-1985 read with BIS : 5578- 1985 with upto date ammendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

ICTP switches with HRC fuses of L&T/Havells make and of suitable capacity as per IS: 4064-1978 with upto date ammendments. Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 (P-I&II) with upto date ammendments.

Capacitor of BHEL/GEC/L&T make as per IS : 2834-1986 with upto date ammendments to raise the power factor at site to 0.95 for direct connections of induction motor individually of required KVA rating according to H.P. offered i/c cables as per relevant ISI code (of Seimens/Clocter/IEC make) from bus bar chamber to capacitor as per IS: 4064-1978 with upto date ammendments, Rating of capacitor will be approved by HPSEB. i) Make ii) Type iii) Range: 21 KVAR

Providing suitable starter of L&T make as per IS:8544-1979 with upto date ammendments for squirrel cage/slip ringmotor 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 mayu be with single phase preventor as per IS 1248 (P-V)-1983 with upto date ammendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work. Starter i) Type ii) Make

Single Phase Preventor i) Type ii) Make

Providing Hour run Meter of recommended make of suitable capacity as per IS : 722 (Latest edition) i) Type ii) Make iii) Range

Providing double flanged Cast Iron Sluice valve of Leader/ Kartar/Kirloskar/LP/ RU Brand and approved make for pump and capable of with standing the normal Seat Pressure as per IS 780-1992 as the case may be with latest ammend-ments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work For Delivery Pipe of Pump. 150 mm dia. Sluice Valve i) Make ii)Class PN 1.6 iii) Seat Pressure (MPA) iv) Material : cost Iron

Providing double flanged swing type Cast steel Reflux valve / Kartar/ Leader/ Kirloskar/LP/RG Barnal and approved make, having Bye pass arrangement on the delivery line of the Pump and capable of with standing normal Seat Pressure as per IS 5312 pass (Cast Iron) as the case may be with latest ammendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work For Delivery Pipe of pump. PN 1.6 mm dia.

Providing double flanged swing type Cast Steel Reflux Steel Valve of Leader/ Kirloskar/LP/RG Barnal and approved make having Bye pass arrangement on the Rising main of scheme capable of with standing normal Seat Pressure BS 1868/API-6D (Cast Steel) ASA- 150,as the case may be with latest ammendments. For Rising main. 200 mm dia.

Providing pressure gauge of Prega/Precision make complete wioth all accessories such as stop cock, Copper tubing as per IS: 3624-1987 with upto date ammendments.(80 mm dia) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Installation of all above items as per the systematic drawing attached with the tender documents or as per the direction of Engineer-in Charge.The contarctor should ensure proper jointing of delivery pipe line of pump with the Rising main including all necessary accessories like increaser /reducer specials etc. as per site conditions and as per direction of the Engineer-in Charge.

Providing and fixing of double flanged MS piping work(layout to be approved by Engineer-in-Charge) for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as bends,Tees,Reducers Inceasers with companion indicated in the Drawing i/c rubber/ asbestos gasket of 3 mm thickness as per IS : 2712-1972 and required number of Nuts and Bolts as per 1364-1983 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

The size of various components to be as under:-

i) Suction Pipe 200 mm dia. GMS (HC)

ii) Delivery Pipe 150 mm dia. GMSERW (4.80 MM, L-2010/A)

iii) Common Head 200 mm dia. GMSERW (4.80 MM, L-210/A) and will extend upto 10 metres from the outer wall of the pump house in the direction of Rising main of 150 mm dia to be joined.

Providing and laying 3 core copper PVC Insulated armoured power cable(One cable carrying all the three phases) of suitable size and capacity to motors and all other elelctrical equipments as per IS: 1554(P-I)1988 or latest with upto date amendments of Seimen/Gloster/IEC/ICC/EICO/National/Grandlay make including all other accessories such as thimble, flelxible pipes, solder, nuts & bolts, cable glands etc. laid in pipes or trenches under floor complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work A) Armuunal power cable A) Motor side (from switch to starter) and starter to motor i) size 50 mm sqr ii) make iii) Type iv) Capacity v) Core-3 1) (B) Supply side (from meter of HPSEB to Bus Bar Switch0 i) Size 90 mm Sqr ii) Make iii) Type iv) Capacity v) Core.

Providing and fixing double loop earthing with copper plate 60 mm x 600mm x3mm thick electrode complete with material such as thimble, Nuts & Bolts charcoal, salt 25 mm x 5 mm copper strip as per IS:3043-1987 with upto date amenments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the direction of the Engineer-in-Charge. Copper Flat 25x3mm

Sushant Puri

Vivek Dhiman

gagan ohri

M/S. Mast Ram Jaswal And Co.