Aug Improvement of LWSS Plassi Badahin Nawani Kathoh Alsogi Phase 1st and 2nd Jamnoun Trandol Bahnoo Under Jal Shakti Vibhag SubDivision Baldwara DivisionSarkaghat DisttMandi HP

Amount

Civil work:-Excavation in foundation, trenches for pipes & pits upto all depth etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking,timbering & dewatering wherever required stacking the useable/ unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering and then disposing of all surplus excavated soil/unuseable material as directed within all leads& lifts including restoration of un-metalled surfaces to its orginal condition & including cost of diversion for traffic, night signals, fixing caution boards,crossing over trenches for access to houses, fencing etc.complete in all respects within all leads & lifts as per direction of the Engineer-in-Charge.and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to all leads and lifts.

Excavation with out dewatering

Excavation with dewatering)

Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. Up to all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 ( 1 cement:4 sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. Up to all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

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

Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Foundation and plinth

Flat surface such as soffits of suspended floors, roofs,landing and the like floor etc.upto 200mm in thickness.

Beams, cantilever, girders and lintels sides and soffits of beams, beam haunchings, cantilevers , bressumers and lintels not exceeding 1 mtr in depth in all heights from floor upto all floor level complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

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 batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Foundations, footings bases of columns and the like and mass concrete as per direction and to the entire satisfaction of the Engineer-in-Charge.

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Sides and soffits of beams, beam haunchings,cantilivers, bressumers andlintels not exceeding 1 meter in depth in all heights from floor.

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing form work of ordinary timber plankings so as to give a rough finsih including centring, shuttering, strutting and propping etc. heightof propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete and plain concrete work in

Arches upto 6mtr Span complete as per direction and to the entire satisfaction of Engineer-in-charge.

Providing mild steel / Tor steel reinforcement for RCC work including bending & placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction of Engineer-in-Charge upto all lead and lift.

Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.

50 mm dia

80 mm dia

Supply of Kirloskar/leader make of various dia. cast iron (class PN. 1.0 ) double flanged sluice valve and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS :780-1984 (Part I) in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

50 mm dia

80 mm dia

P.L steel/Fiber Rainforcement concrete (SFRC) man hole cover and fram. Conforming to IS 12592(PART-I) 1998 with latest amendments. mm diameter 600 Heavy duty complete in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing & fixing ventilating pipe 100mm dia Complete in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Constructing chamber for sluice valve, with CI surface box 600 mm top dia.,600 mm bottom dia. & 750 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm 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 as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying cement concrete work 1:2:4( 1 cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- Column. Pillar, Posts, struts, square, upto floor two level as per direction of Engineer-in-Charge upto all lead and lifts.

Flat surface such as soffits of suspended floors, roofs,landing and the like floor etc.upto 200mm in thickness.

Providing and placing Ist class standard bricks in filter bed in two layers so as to make cross drains as per direction of Engineer-in-charge.

Providing and placing in horizental layers filtering media duly graded, screened, washed and cleaned as specified by the Engineer-in-Charge.

Top layer (fine sand) 0.20mm to 0.40mm and uniformity co-efficient 2.00 to 3.00.

Second layer coursed sand 3mm to 6mm

Third layer Bajri 6mm to 20mm

Fourth layer Bajri 20mm to 25mm

Bottom layer Bajri (Broken stone) 50mm to 75mm.

Providing and laying cement concrete 1:6:12 (1 cement :6 sand :12 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

Squarred rubble stone masonry coursed with hard stone of approved quality in foun. & plinth i/c racking out of joints in CM 1:6 in all leads & lifts.as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying damp proof course 38mm thick with cement concrete1:2:4( 1 cement :2 sand :4 graded stone aggregate) 12.50mm nominal size and curing complete in all leads and lifts.

Applying a cote of hot bitumen (mexphalt 80/100 equivalent) using 1.70 Kg. per Sqm. On damp proof course after cleaning the surface with at loating piece of cloth lightly socked in Kerosene oil in all leads and lifts.

Brick work using common burnt clay building bricks (IInd class)in supper structure above plinth level upto floor two level in cement mortar 1:6 (1 cement :6 sand) in all lead and lifts.

Providing wood work in frames of doors, window and other frames wrought framed and fixed in position with second class deodar wood in all leads and lifts.

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick window including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts.

Providing & fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56mm for doors, windows and clerestory windows including bright finished black enamelled iron hinges with necessary screws.

Cement concrete flooring 1:2:4( 1 cement :2 sand :4 graded stone agg. 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40mm thick) in all leads and lifts.

20mm cement plaster in single coat of rough sides of brick /concrete stone walls for interior plastering upto floor two level I/c arrises, internal rounded angles, chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) in all leads and lifts

6mm Cement plaster to ceiling in cement mortar 1:4 (1 Cement :4 sand)

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

Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter.

Applying priming coat over new wood and wood based surface after and I/c preparing the surface by thoroughly cleaning oil, grease,dirt and other foreign matter with ready mixed paint other than white as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lift.

Painting two coats (excluding Priming coat )on new wood and wood based surface with ready mixed paint brushing to give an even shade including cleaning of all dirt dust and other foreign matter, sand papering and stopping withready mixed paint other than white in all leads and lifts.

White washing with lime on undecorated wall surface two coats to give an even shade i/c throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts..

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 in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

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

Providing 40x3 mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embeding in cement concrete block 30x10x15cm (1:3:6) (1 Cement :3 Sand :6 graded stone aggregate 20mm nominal size) as per direction and to the entire satisfaction of Engineer -in-Charge.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc. Complete

Sliding door bolts 250x16mm.

M.S. tower bolts(Barrel type) 200X10mm

M.S. tower bolts(Barrel type) 150X10mm

M.S. tower bolts(Barrel type) 100X10mm

M.S. Handles 125mm dia

M.S. Handles 75mm dia

Providing and fixing M. S.round and squarenbars at required spacings in wooden frames of window and clerestory window

Stone/Boulder filling under floors as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Wire crates of G.I.wire filled with bolders wirh squarecut faces against the wire )wire crates to be measured and paid for separately)as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Wire crates of G.I.wire filled with bolders wirh squarecut faces against the wire (Bolders filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6.15cmx15cm mesh.as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Demolition of RCC work G.L. upto floor two level including disposal of unserviceable materials within 20 Metres lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B.works:as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Demolition of stone masonry above G.L. upto floor two level including stacking of serviceable materials and disposal of un-serviceable materials within 20 Metres lead.as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Electrical wiring:-Wiring of 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 with modular switch,modular plates ,suitable G.I box and earthing the light point with 1.5sq.mm HRFRLS/PVC insulated single core copper conducor cable as required.

Supplying and fixing G.I Modular box of (140mmx78mmx50mm) size with modular plate and cover in recess including providing and fixing 5pin 5/6 amps modular socket outlet and 5/6amps,modular switch,connection etc . As required.

Supplying and fixing G.I Modular box of (140mmx78mmx50mm) size with modular plate and cover in recess including providing and fixing 6pin 15/16 amps modular socket outlet and 15/16amps,modular switch,connection etc . As required.

Supplying and fixing of following sizes of PVC conduit along with the accessories in surface /recess including cutting the wall and making good the same in case of recessed conduit as required :-

a)20mm dia.

Supplying and drawing following sizes of PVC insulate,heat resistant ,flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in existin sufrace /recessed,steel.PVC conduit as required :-

PVC INSULATED HRFR LS Copper conductor 1.5 sq.mm.

a)3x1.5sq.Mm.

b)3x4.0 sq.mm.

Supplying abd erection of 6amps to 32 amps. Rating ,10ka breaking capicity ,240 volts ,"C" curves miniature circuit breaker of following poles in the existing MCB DB connection etc . As required :-

a)Single pole ,Cat-A

Supplying and fixing following ratring ,double pole (single phase & nutral ) 240 volts ,residual current fircuit breaker (RCCA),having a sensitivity current up to 300 miliampers in the existing MCB DB COMLETE with connection ,testing and commissioning etc.as required

b) 25 amps .cat -a

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

a) double door-6way

b)double door -8way

WIRING of light /power plug with 2x10 sq.mm.PVC insulated copper conductor single core cable in surface/rcessed steel conduit along with 1.no 10sqm.mm .HRFRLS/PVC INSULATED SINGLE CORE COPPER CONDUCTOR CABLE OF EARTHING as required

Wiring of cuircit/sub-main 4x6 swmm sizes pvc insulated heat resistant flame retardant (hrfr) and low smoke single core (flexible) copper condutor cable in surface /recessed steel conduit along with 2 no 6 sqmm .(4x6+2x6) hrfrls/pvc insulated single core (flexible ) copper conductor cable for earthing as required .

Providing and installation ofexhaust fan of following sizes in the existing opening ,including makes the hole to suit the size of the above fan , making good the damages ,connection ,testing and commissioning etc.as required.

Providing installation ,testing and commissioning of ceiling fan with regulator ,including wiring the down rods of standard length (upto 30cm)with 16/.20 mm twin twisted flexible ,cotton braided , copper cable ,including providing and fixing phenolic laminated sheet cover an the fan box and earthing etc . as required of Havells/Usha/Orient Make ceiling fan 1400 mm sweep ,category -a

Supplying and fixing DING/DONG / Electronic musical bell ,suitable for D.C /A.C Single phase ,230volts complete as required :-

Extra for using salt and charcoal for g.i or copper plate eart electrode complete as required .

SUPPLYING and laying 8 swg copper wire at 0.50mtr .Below ground level for earth electrode conductor,including soldering etc as required .

Providing and Fixing of Surya/Syska/Phillips/Havells make LED Tube Light and Bulb Fixture 18 watt complete in all respect in all leads and lifts.

a) LED Tube light

b) LED Bulb

Providing and Fixing Commisioning of LED Street Light 40 Watt LED and wheather proof box GEC/Phillips/Bajaj/Crompton Make can be adjusted with 32mm dia pipe bend 1 meter of suitable angle including fixing bolts nuts and clamps and making hook to GI pipe etc

Rising Main:- Booster Stage Plassi Badahin:-laying, jointing and testing in trenches to level or grade ) of GMS Pipes Heavy/Medium Class Jointed with 1 % Flange & 99 % Butt Welded joints withof below diameter conforming to IS 1239:1990 (Part-I) with Latest uptodate ammendents of grades and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m to 7m with plain ends and jointed with MS flange conforming to IS 6392-1971 (latest Upto date ammendments) and welding of flangesas per 816-1969 with electrodes as per IS 814-1991 including required numbers and size of MS Nuts And Bolts s per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on th eboth faces ( two layers outer sie & Inner Side) to make the joints leak proof. the laying of ppes confor to IS 5822-1994 and as per CPHEEO Mmanual and will include all operations such as cutting, welding and jointing including flushing , claning and hydralic testing complete with in all leads and lifts as per direction (Earth Wotk in Trenches, Flanged Jointed and butt welded joints to be measured and paid for separately) and to entire satisfaction of Engineer-in-Charge.

RD 0 to 60 80mm dia (MC) GMS tube (IS 1239-1990, Part-I) 4.00 mm Thick

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end API pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes and butt welded joint to be measured and paid for separately). 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 satisfaction of Engineer in Charge with in all leads and lifts.

RD 0 to 60 80mm dia (MC) GMS tube (IS 1239-1990, Part-I) 4.00 mm Thick with flang table -5

Providing circumferential butt welded joints by electrical arc welding to MS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

RD 0 to 60 80mm dia (MC) GMS tube (IS 1239-1990, Part-I) 4.00 mm Thick

Booster Stage JT Bahnoo:-laying, jointing and testing in trenches to level or grade ) of GMS Pipes Heavy/Medium Class Jointed with 1 % Flange & 99 % Butt Welded joints withof below diameter conforming to IS 1239:1990 (Part-I) with Latest uptodate ammendents of grades and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m to 7m with plain ends and jointed with MS flange conforming to IS 6392-1971 (latest Upto date ammendments) and welding of flangesas per 816-1969 with electrodes as per IS 814-1991 including required numbers and size of MS Nuts And Bolts s per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on th eboth faces ( two layers outer sie & Inner Side) to make the joints leak proof. the laying of ppes confor to IS 5822-1994 and as per CPHEEO Mmanual and will include all operations such as cutting, welding and jointing including flushing , claning and hydralic testing complete with in all leads and lifts as per direction (Earth Wotk in Trenches, Flanged Jointed and butt welded joints to be measured and paid for separately) and to entire satisfaction of Engineer-in-Charge.

RD 0 to 60 100mm dia (MC) GMS tube (IS 1239-1990, Part-I) 4.50mm Thick

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end API pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes and butt welded joint to be measured and paid for separately). 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 satisfaction of Engineer in Charge with in all leads and lifts.

RD 0 to 60 100mm dia (MC) GMS tube (IS 1239-1990, Part-I) 4.50 mm Thick with flang table - 5

Providing circumferential butt welded joints by electrical arc welding to MS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

RD 0 to 60 100mm dia (MC) GMS tube (IS 1239-1990, Part-I) 4.50 mm Thick

Ist Stage Plassi Badahin:-Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded bevelled edge flanged/Butt welded pipe conforming to IS/ISO:3183-2007 of below mentioned grades in item as per dimensions, weight and test pressure mentioned therein code (mill tolerances to be restricted within+- 3%) in random lengths of 6 to 7 mtrs including tyhe cost of babrication of bends by butt welding from parent tube as required at site. Only 1% joints shall be flanged joint and renmaining shall be welded joints and welding of pipes will be down as per IS:816-1969 with lectrodes as per IS:814-1991 of make Adwani/Orelon (Adore)/ESAB. The laying & jointing of pipes should conform to IS:5822-1994 (earth work in trenches, flanged joint and butt welded joints except in bends to be measured and paid for sprately) The pipes and specials shall have out side wrapping with galvanized as per BIS-4736, the galvanization is done by the manufacturing firm itself complete in all respect.as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 0 to 600 Rmt 80 mm Dia WT 4.80 mm

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 600 to 800 Rmt 80 mm Dia WT 4.80 mm

laying, jointing and testing in trenches to level or grade ) of GMS Pipes Heavy/Medium Class Jointed with 1 % Flange & 99 % Butt Welded joints withof below diameter conforming to IS 1239:1990 (Part-I) with Latest uptodate ammendents of grades and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m to 7m with plain ends and jointed with MS flange conforming to IS 6392-1971 (latest Upto date ammendments) and welding of flangesas per 816-1969 with electrodes as per IS 814-1991 including required numbers and size of MS Nuts And Bolts s per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on th eboth faces ( two layers outer sie & Inner Side) to make the joints leak proof. the laying of ppes confor to IS 5822-1994 and as per CPHEEO Mmanual and will include all operations such as cutting, welding and jointing including flushing , claning and hydralic testing complete with in all leads and lifts as per direction (Earth Wotk in Trenches, Flanged Jointed and butt welded joints to be measured and paid for separately) and to entire satisfaction of Engineer-in-Charge.

80 mm dia GMS Tube (H.C) (IS:1239-1990,part-I) 4.80mm thickness RD 800 to 1000

80 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.00mm thickness RD 1000 to 1400

80 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.00mm thickness RD 1400 to 1580

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end API pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes and butt welded joint to be measured and paid for separately). 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 satisfaction of Engineer in Charge with in all leads and lifts.

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 0 to 600 Rmt 80 mm Dia WT 4.80 mm with Flang table-28

80 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.00mm thickness RD 1000 to 1400 with Flang table-17

Providing circumferential butt welded joints by electrical arc welding to MS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 0 to 600 Rmt 80 mm Dia WT 4.80 mm

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 600 to 800 Rmt 80 mm Dia WT 4.80 mm

80 mm dia GMS Tube (H.C) (IS:1239-1990,part-I) 4.80mm thickness RD 800 to 1000

80 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.00mm thickness RD 1000 to 1400

80 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.00mm thickness RD 1400 to 1580

Ist Stage JT Bahnoo:-Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded bevelled edge flanged/Butt welded pipe conforming to IS/ISO:3183-2007 of below mentioned grades in item as per dimensions, weight and test pressure mentioned therein code (mill tolerances to be restricted within+- 3%) in random lengths of 6 to 7 mtrs including tyhe cost of babrication of bends by butt welding from parent tube as required at site. Only 1% joints shall be flanged joint and renmaining shall be welded joints and welding of pipes will be down as per IS:816-1969 with lectrodes as per IS:814-1991 of make Adwani/Orelon (Adore)/ESAB. The laying & jointing of pipes should conform to IS:5822-1994 (earth work in trenches, flanged joint and butt welded joints except in bends to be measured and paid for sprately) The pipes and specials shall have out side wrapping with galvanized as per BIS-4736, the galvanization is done by the manufacturing firm itself complete in all respect.as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 0 to 1050 Rmt 100 mm Dia WT 4.80 mm

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 1050 to 1200 Rmt 100 mm Dia WT 4.80 mm

laying, jointing and testing in trenches to level or grade ) of GMS Pipes Heavy/Medium Class Jointed with 1 % Flange & 99 % Butt Welded joints withof below diameter conforming to IS 1239:1990 (Part-I) with Latest uptodate ammendents of grades and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m to 7m with plain ends and jointed with MS flange conforming to IS 6392-1971 (latest Upto date ammendments) and welding of flangesas per 816-1969 with electrodes as per IS 814-1991 including required numbers and size of MS Nuts And Bolts s per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on th eboth faces ( two layers outer sie & Inner Side) to make the joints leak proof. the laying of ppes confor to IS 5822-1994 and as per CPHEEO Mmanual and will include all operations such as cutting, welding and jointing including flushing , claning and hydralic testing complete with in all leads and lifts as per direction (Earth Wotk in Trenches, Flanged Jointed and butt welded joints to be measured and paid for separately) and to entire satisfaction of Engineer-in-Charge.

100 mm dia GMS Tube (H.C) (IS:1239-1990,part-I) 5.40mm thickness RD 1200 to 1500

100 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.50mm thickness RD 1500 to 1950

100 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.50mm thickness RD 1950 to 2260

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end API pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes and butt welded joint to be measured and paid for separately). 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 satisfaction of Engineer in Charge with in all leads and lifts.

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 0 to1050 Rmt 100 mm Dia WT 4.80 mm with Flang table-28

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 1050 to 1200 Rmt 100 mm Dia WT 4.80 mm with Flang table-17

100 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.50mm thickness RD 1500 to 1950 with Flang table-17

100 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.50mm thickness RD 1950 to 2260 with Flang table-5

Providing circumferential butt welded joints by electrical arc welding to MS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 0 to 1050 Rmt 100 mm Dia WT 4.80 mm

GMSERW Pipe (IS/ISO :3183-2007 L210 or A) RD 1050 to 1200 Rmt 100 mm Dia WT 4.80 mm

100 mm dia GMS Tube (H.C) (IS:1239-1990,part-I) 5.40mm thickness RD 1200 to 1500

100 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.50mm thickness RD 1500 to 1950

100 mm dia GMS Tube (M.C) (IS:1239-1990,part-I) 4.50mm thickness RD 1950 to 2260

Pumping Machinery :-(Submersible Pump LWSS Plassi Badahin) Supply & errection of submersible pump set of KSB/Calama/Johnston/SU/Kirloskar or JSV approved make conforming to BIS:8034-1976 or latest suitable for lifting Water (latest with upto date ammendments) fitted with bronze impellers/ suitable alloye. The pump should be fitted with free flow impellers of bronze/suitable alloys directly coupled to squirrell case electric induction motor of same make as (manufacturer standard) conforming to BIS: 9283-1979 (latest with upto date ammendments ) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearing & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard errection clamps, manufacturer cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-2.00 Nos pumping sets (Submersible type) 2x3.00=6.00 HP

SITE CONDITIONS:- Total Head 22.32 mtrs Discharge required 3.96 LPS each set. No. of Pump required. 2Nos 1set act as stand bye. Location of the site of installation of machinery:- The site is located at a distance of Km from The Altitude of :- The Altitude of place is mtrs above MSL Type of Current:- AC three phase supply with RateVoltage:- 415+/-10% Type of water and its Charactristics of water a) Ambient b) Turbidity NTU NTU c) Hardness 260 Mg/Ltrs -- d) PH Value 5.00 HP -- e)Total Solid Mg/Lts)PH Value -- f) Other -- Length of R/main 60 mtrs Dia of Rising main 80 mm dia. No of working hours. 8 Hours. Limit of Pump (-) 15% (+) 10% of R. M.P. of Pumping 2900 RPM (or to be specified by the tenderer) Test run 8 Hours continueously for 7 days.

Supply of Direct on line (D.O.L.) Starter of reputed make i.e L&T/Siemen conforming to BIS 8544 -( Part - I) 1987 latest with upto date amendments for squirrel cage induction motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release and gas-pots, time legs, under voltage release & initial oil filing suitable for 3.00 HP motor. (2.00 Nos)

Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge. (1.00 No.)

(c)ICTP switches 32 Amp. with HRC fuses of Havells/L&T/standard /crompton make for required motor of 5.0 HP capacity and conforming to IS: 4064 (part - II)1978 latest with upto date amendments. (2.00 Nos.)

(d)Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to IS:8084 –1976 and 11354-1985 read with 5578-1985 all latest with upto date amendments of suitable rating. (1.00 No.)

(e)MCB/MCCB of 32 Amp suitable for motor of 3.0 HP capacity of Havells /standard /MDS/ Kilburn make to feed motors offered by the tenderer conforming to IS: 2516 (Part - II ) 1985 latest with upto date amendments with neutral linked under voltage release. (1.00 No.)

(f)3 phase indicator lamps complete with toggle switches for individual motors conforming ti IS 3452 part I & II latest with up to date amendments of 15 watts.(1.00 No.)

(g)50 mm dial Hour run meter of CEE / NEE make of suitable range as per relevant IS specifications. (2.00 Nos.)

(a)Supply of Kirloskar/Leader or JSV approved make cast iron (class PN 1.00 ) double flanged sluice valve of 80 mm dia. and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS :14846-2000. (2.00 Nos.)

(b)Supply of Kirloskar/Leader or JSV approved make cast iron (class PN-1.00) double flanged (swing check type) reflux valve having bye pass arrangement and 80 mm dia. and capable of with standing nominal seat pressure of 10.20 Kg/Cm 2 as per IS: 5312 (Part-I) 2004 (2.00 Nos)

Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments L&T/Finolex make form meter of HPSEB- to CB and form CB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer. Supply side 2.5 sqmm or of Suitable sizes. (1.00 Job)

Supply of Kirloskar/Leaderor JSV approved make 80 mm dia. cast Iron class PN-1.00 double flanged (swing check type) reflux valve having bye pass arrangement and 80 mm dia. of rising i.e. 100 mm for with standing nominal seat pressure of 10.20 Kg/Cm 2 as per IS: 5312 (Part-I) 2004 (1.00 No.)

Supply of PVC joint less flat water proof cable as per IS: 694-1990 latest with upto date amendments suitable for the pump sets offered from CB to motor including all other electrical equipment / accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by tender. (1.00 Job)

Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s. (1.00 Job)

Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such s stop cock, copper tubing etc, conforming to IS: 3624-1987 latest with upto date amendments. (2.00 Nos)

Providing and laying delivery pipe 80 mm dia. and common header 100 mm dia GMS pipe Medium class as per IS:1239-2004 (Part-I) jointed with MS flanges of table -17 as per IS: 6392-1971 (upto a length of 10 mtrs ) including rappers, flanges, rubber gaskets, nuts and bolts and specials upto 5 mtrs away from the outer wall of pump houses/well as per layout drawings approved by Engineer-in-Charge. (1.00 Job)

Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of L&T/Finolex make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to IS – 4064 (Part - II) 1978 or latest with HRC fuses (range to be specified by the tendrerer). (2.00 Nos)

Supply of suitable cable for water level guard (1.00 Job)

Supply of supporting clamps.(1.00 Job)

Supply of cable clips of required size.(1.00 Job)

Erection of all equipment from Sr. No. 73 to 84 including cost of tees, bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge.(1.00 Job)

Centrifugal pump ( LWSS Plassi Badahin):-Supply & errection of horizontal spindle horizontal split casing/end suctions (back pull out arrangement) Single/double/multistage centrifugal pumps or combination of pumps in series/parellel of Mather & Platt/KSB/ Kirloskar or JSV approved make conforming to BIS 1520-1980) pump (Latest with up to date amendments, read with BIS: 9137-1978 (latest edition) suitable for lifting clear/raw water of under mentioned characteristics with bronze/Suitable alloy, priming funnels, casing ring and shaft motor of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel plate (base plate from the principal manufacturer of pumping set) to coupling 3 phase squirrel cage electric induction motor of standard make such as Kirloskar/ NGEF/crompton or JSV approved make conforming to IS 12615-2018 and should be energy efficient minimum IE2 compliant and totally enclosed fan cooled (TEFC) type ( latest with upto date ammendments) it should include the cost of bearings, nuts & bolts, painting etc. and shall be and suitable for operation on the date given below: (2 Set of 30 HP = 60 HP)

SITE CONDITIONS:- Total Head 249.50 mtrs Discharge required 3.96 LPS each set. No. of Pump required. 2.00 ( One stand bye) Length of R/main 1580 mtrs. Dia of R/main 80 mm dia Location of the site of installation of machinery- The site is located at a distance of Km by road & KM on head load (for the installation of both machinery). The Altitude of :- The Altitude of place is 900 mtrs above MSL Type of Current:- AC three phase supply with Rate Voltage:- 415+ Type of water and its Charactristics of water a) Ambient Temperature b) Turbidity NTU NTU c) Hardness 260 Mg/Ltrs -- d) PH Value 7.5 -- e)Total Solid Mg/Lts)PH Value -- No of working hours. 8.00 Hours. Limit of Pump (-) 15% (+) 10% R. M.P. of Pumping RPM(or to be specified by the tenderer) Test run 8.00 Hours continueously for 7 days.

Providing ICTP Main Switch 63 Amp with HRC fuses / Side handled operated Change over switch of L&T/Crompton/Standard/Havells make suitable capacity Operational rating as per IS: 4064 (Part - II) 1978 with up to date amendments immediately after the power meter of HPSEB (1.00 No.)

Providing M.S. sheet, steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm, duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories with all internal connections:-(1.00 No.)

MCB. 63 Amp. Havell/MDS/Standard of make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516 (Part - II) 1985 with up to date amendments with. (1.00 No)

E.L.C.B of Havell/MDS/INDETEC make as per IS: 2516 (Part - II) 1985 with upto date amendment which should have control box operating handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape etc. It should also be lifted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end.(1.00 No)

The voltage monitor relay of L&T/AE make three phase with all protection and usual indicator and electric siren against single phasing low voltage, high voltage, reverse phasing, over loading and phase voltage difference as per IS: 1248 (Part - II ) 1983 (Latest edition).(1.00 No)

Power factor meter of AE/L&T Rishab make as per IS: 1248 (Part - V ) 1983 (Latest edition) with up to date amendments of suitable rating.(1.00 No.)

Frequency meter of AE/ L&T Rishab make as per IS: 1248 (Part - IV ) 1983 ( Latest edition) with up to date amendments of suitable rating.(1.00 No.)

Bus bar chamber with copper strips having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS: 8084-1976 and IS: 11354-1985 read with IS 5578-1985 with up to date amendments.(1.00 Set)

ICTP switches with HRC fuses of L&T/ Standard/Havells make and of suitable capacity as per IS: 4064 (Part - II) -1978 with up to date amendments. (2.00 Nos)

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 ( P-I & II) with up to date amendments.(1.00 Set)

Capacitor of L&T make as per IS:2834 -1986 with up to date amendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of 21 KVAr rating according to HP offered including cables as per relevant ISI code (of L&T/Finolex make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064 (Part - II) 1978 with upto date amendments (2.00 Nos)

Providing suitable Auto Trasformer starter of M.E.I / Kilburn.make as per IS:8544 (Part - IV ) -1987 with up to date amendments for Squirrel Cage motor mounted on panel board with magnetic type overload release and dashpot time lag, under voltage release with or without initial oil filling as the case may be with single phase preventor as per IS 1248 (P-V)-1983 with up to date amendments.(2.00 Nos)

Providing Hour run meter of recommended make as per IS: 722 (Latest edition) (2.00 Nos)

Providing double flanged Cast iron sluice valve of Kirloskar/Leader or JSV approved make for the suction pipe and capable of withstanding the normal seat pressure as per IS: 14846-2000 with up to date amendments. (Class PN-1.00, size equal to dia of suction pipe 80mm dia)(2.00 Nos)

Providing double flanged Cast steel sluice valve of Kirloskar/Leader or JSV approved make and capable of with standing nominal seat pressure of 52 kg/cm2 as per BS : 1414 / API - 600 (Class ASA-300, having size one step higher to delivery of pump) (2.00 Nos).

Providing double flanged Cast steel reflux valve of Kirloskar/Leader or JSV approved make and capable of with standing nominal seat pressure of 52 kg/cm2 as per BS:1868/API-600 (Class ASA-300, having by pass arrangement and size one step higher to delivery of pump). (2.00 Nos).

Providing double flanged Cast steel 80 mm non return valve of Kirloskar/Leader or JSV approved make having bye pass arrangement for rising main and capable of with standing normal seat pressure of 52 kg/cm2 as per BS:1868/API-600 (Class ASA-300) . (1.00 No)

Providing 100mm dia. circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 - 75 Kg/cm2 (2.00 Nos)

Providing 100mm dia. vacume dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 - 760 mercury.(2.00 Nos)

Installation of all the items appearing at Serial No. 88 to 108 complete in all respect as per direction and to entire satisfaction of Engineer charge.(1.00 Job)

Providing and fixing double flanged 80 mm 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 rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated under item No.1.

The size of the various components to be as under:-

(i) Suction pipe 80 mm dia Min. length = 15 mtr. (1.00 Job)

(ii) Delivery pipe 65mm dia -do- = 5 mtr.

(iii) Common Header 80 mm dia -do- = 10 mtr.

and will extend up to 5 meters from the outer wall of the pump house in the direction to be jointed.

Providing and laying copper PVC insulated armoured power cable ( one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of L&T/Finolex make including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor.

(i) Motor side: 6.00 mm2 Min length = 20 mtrs. (20.00 Mtr.)

(ii) Supply side: 10 mm2 Min. length =10 mtrs.(10.00 Mtr.)

Providing and fixing double loop earthing and G.I. plate 600 mm x 600mm x 3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt, 32 mm x 3_mm G.I. strips & G.I. wire 4SWG as per IS: 3043 -1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect. (1.00 Job)

(Submersible Pump LWSS JT Bahanoo):-Supply & errection of submersible pump set of KSB/Calama/Johnston/SU/Kirloskar or JSV approved make conforming to BIS:8034-1976 or latest suitable for lifting Water (latest with upto date ammendments) fitted with bronze impellers/ suitable alloye. The pump should be fitted with free flow impellers of bronze/suitable alloys directly coupled to squirrell case electric induction motor of same make as (manufacturer standard) conforming to BIS: 9283-1979 (latest with upto date ammendments ) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearing & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard errection clamps, manufacturer cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-2.00 Nos pumping sets (Submersible type) 2x3.00=6.00 HP

SITE CONDITIONS:- Total Head 15.00 mtrs Discharge required 6.06 LPS each set. No. of Pump required. 2Nos 1set act as stand bye. Location of the site of installation of machinery:- The site is located at a distance of Km from The Altitude of :- The Altitude of place is mtrs above MSL Type of Current:- AC three phase supply with RateVoltage:- 415+/-10% Type of water and its Charactristics of water a) Ambient b) Turbidity NTU NTU c) Hardness 260 Mg/Ltrs -- d) PH Value 5.00 HP -- e)Total Solid Mg/Lts)PH Value -- f) Other -- Length of R/main 90 mtrs Dia of Rising main 100 mm dia. No of working hours. 8 Hours. Limit of Pump (-) 15% (+) 10% of R. M.P. of Pumping 2900 RPM (or to be specified by the tenderer) Test run 8 Hours continueously for 7 days.

Supply of Direct on line (D.O.L.) Starter of reputed make i.e L&T/Siemen conforming to BIS 8544 -( Part - I) 1987 latest with upto date amendments for squirrel cage induction motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release and gas-pots, time legs, under voltage release & initial oil filing suitable for 3.00 HP motor. (2.00 Nos)

Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge.(1.00 No)

(c)ICTP switches 32 Amp. with HRC fuses of Havells/L&T/standard /crompton make for required motor of 5.0 HP capacity and conforming to IS: 4064 (part - II)1978 latest with upto date amendments.(2.00 Nos)

(d)Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to IS:8084 –1976 and 11354-1985 read with 5578-1985 all latest with upto date amendments of suitable rating.(1.00 No)

(e)MCB/MCCB of 32 Amp suitable for motor of 3.0 HP capacity of Havells /standard /MDS/ Kilburn make to feed motors offered by the tenderer conforming to IS: 2516 (Part - II ) 1985 latest with upto date amendments with neutral linked under voltage release. (1.00 No)

(f)3 phase indicator lamps complete with toggle switches for individual motors conforming ti IS 3452 part I & II latest with up to date amendments of 15 watts.(1.00 No.)

(g)50 mm dial Hour run meter of CEE / NEE make of suitable range as per relevant IS specifications. (2.00 Nos.)

Supply of Kirloskar/Leader or JSV approved make cast iron (class PN 1.00 ) double flanged sluice valve of 80 mm dia. and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS :14846-2000. (2.00 Nos.)

Supply of Kirloskar/Leader or JSV approved make cast iron (class PN-1.00) double flanged (swing check type) reflux valve having bye pass arrangement and 80 mm dia. and capable of with standing nominal seat pressure of 10.20 Kg/Cm 2 as per IS: 5312 (Part-I) 2004 (2.00 Nos.)

Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments L&T/Finolex make form meter of HPSEB- to CB and form CB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer. Supply side 2.5 sqmm or of Suitable sizes.(1.00 Job)

Supply of Kirloskar/Leaderor JSV approved make 80 mm dia. cast Iron class PN-1.00 double flanged (swing check type) reflux valve having bye pass arrangement and 80 mm dia. of rising i.e. 100 mm for with standing nominal seat pressure of 10.20 Kg/Cm 2 as per IS: 5312 (Part-I) 2004 (1.00 No)

Supply of PVC joint less flat water proof cable as per IS: 694-1990 latest with upto date amendments suitable for the pump sets offered from CB to motor including all other electrical equipment / accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by tender.(1.00 Job)

Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s.( 1.00 Job)

Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such s stop cock, copper tubing etc, conforming to IS: 3624-1987 latest with upto date amendments. (2.00 Nos)

Providing and laying delivery pipe 80 mm dia. and common header 100 mm dia GMS pipe Medium class as per IS:1239-2004 (Part-I) jointed with MS flanges of table -17 as per IS: 6392-1971 (upto a length of 10 mtrs ) including rappers, flanges, rubber gaskets, nuts and bolts and specials upto 5 mtrs away from the outer wall of pump houses/well as per layout drawings approved by Engineer-in-Charge.(1.00 Job)

Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of L&T/Finolex make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to IS – 4064 (Part - II) 1978 or latest with HRC fuses (range to be specified by the tendrerer).(2.00 Nos)

Supply of suitable cable for water level guard (1.00 Job)

Supply of supporting clamps.(1.00 Job)

Supply of cable clips of required size.(1.00 Job)

Erection of all equipment from Sr. No. 114 to125 including cost of tees, bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge.(1.00 Job)

Centrifugal pump ( LWSS LWSS JT Bahanoo):-Supply & errection of horizontal spindle horizontal split casing/end suctions (back pull out arrangement) Single/double/multistage centrifugal pumps or combination of pumps in series/parellel of Mather & Platt/KSB/ Kirloskar or JSV approved make conforming to BIS 1520-1980) pump (Latest with up to date amendments, read with BIS: 9137-1978 (latest edition) suitable for lifting clear/raw water of under mentioned characteristics with bronze/Suitable alloy, priming funnels, casing ring and shaft motor of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel plate (base plate from the principal manufacturer of pumping set) to coupling 3 phase squirrel cage electric induction motor of standard make such as Kirloskar/ NGEF/crompton or JSV approved make conforming to IS 12615-2018 and should be energy efficient minimum IE2 compliant and totally enclosed fan cooled (TEFC) type ( latest with upto date ammendments) it should include the cost of bearings, nuts & bolts, painting etc. and shall be and suitable for operation on the date given below: (2 Nos Set of 50 HP = 100 HP)

SITE CONDITIONS:- Total Head 285.00 mtrs Discharge required 6.06 LPS each set. No. of Pump required. 2.00 ( One stand bye) Length of R/main 2260 mtrs. Dia of R/main 100 mm dia Location of the site of installation of machinery- The site is located at a distance of Km by road & KM on head load (for the installation of both machinery). The Altitude of :- The Altitude of place is 900 mtrs above MSL Type of Current:- AC three phase supply with Rate Voltage:- 415+ Type of water and its Charactristics of water a) Ambient Temperature b) Turbidity NTU NTU c) Hardness 260 Mg/Ltrs -- d) PH Value 7.5 -- e)Total Solid Mg/Lts)PH Value -- No of working hours. 8.00 Hours. Limit of Pump (-) 15% (+) 10% R. M.P. of Pumping RPM(or to be specified by the tenderer) Test run 8.00 Hours continueously for 7 days.

Providing ICTP Main Switch 125 Amp with HRC fuses / Side handled operated Change over switch of L&T/Crompton/Standard/Havells make suitable capacity Operational rating as per IS: 4064 (Part - II) 1978 with up to date amendments immediately after the power meter of HPSEB (1.00 No)

Providing M.S. sheet, steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm, duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories with all internal connections:-(1.00 No)

MCB.125 Amp. Havell/MDS/Standard of make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516 (Part - II) 1985 with up to date amendments with.(1.00 No)

E.L.R 125 amp. of Havell/MDS/INDETEC make as per IS: 2516 (Part - II) 1985 with upto date amendment which should have control box operating handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape etc. It should also be lifted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end.(1.00 No)

The voltage monitor relay of L&T/AE make three phase with all protection and usual indicator and electric siren against single phasing low voltage, high voltage, reverse phasing, over loading and phase voltage difference as per IS: 1248 (Part - II ) 1983 (Latest edition). 1 No.

Power factor meter of AE/L&T Rishab make as per IS: 1248 (Part - V ) 1983 (Latest edition) with up to date amendments of suitable rating.(1.00 No)

Frequency meter of AE/ L&T Rishab make as per IS: 1248 (Part - IV ) 1983 ( Latest edition) with up to date amendments of suitable rating.(1.00 No)

Bus bar chamber with copper strips having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS: 8084-1976 and IS: 11354-1985 read with IS 5578-1985 with up to date amendments .(1.00 Set)

ICTP switches with HRC fuses of L&T/ Standard/Havells make and of suitable capacity as per IS: 4064 (Part - II) -1978 with up to date amendments. 125 Amp.(2 Nos)

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 ( P-I & II) with up to date amendments.(1.00Set)

Supply & Errection of floor/wall mounted power factor shunt Capacitor of L&T make as per IS:2834 -1986 with up to date amendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of 11 KVAr rating according to HP offered including cables as per relevant ISI code (of L&T/Finolex make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064 (Part - II) 1978 with upto date amendments (2.00 Nos)

Providing suitable Auto Trasformer starter of M.E.I / Kilburn.make as per IS:8544 (Part - IV ) -1987 with up to date amendments for Squirrel Cage motor mounted on panel board with magnetic type overload release and dashpot time lag, under voltage release with or without initial oil filling as the case may be with single phase preventor as per IS 1248 (P-V)-1983 with up to date amendments.(2.00 Nos)

Providing Hour run meter of recommended make as per IS: 722 (Latest edition) (2.00 Nos)

Providing double flanged Cast iron sluice valve of Kirloskar/Leader or JSV approved make for the suction pipe and capable of withstanding the normal seat pressure as per IS: 14846-2000 with up to date amendments. (Class PN-1.00, size equal to dia of suction pipe 100mm dia)(2.00 Nos)

Providing double flanged Cast steel sluice valve of Kirloskar/Leader or JSV approved make and capable of with standing nominal seat pressure of 52 kg/cm2 as per BS : 1414 / API - 600 (Class ASA-300, having size one step higher to delivery of pump) (2.00 Nos)

Providing double flanged Cast steel reflux valve of Kirloskar/Leader or JSV approved make and capable of with standing nominal seat pressure of 52 kg/cm2 as per BS:1868/API-600 (Class ASA-300, having by pass arrangement and size one step higher to delivery of pump). (2.00 Nos)

Providing double flanged Cast steel 100 mm dia non return valve of Kirloskar/Leader or JSV approved make having bye pass arrangement for rising main and capable of with standing normal seat pressure of 52 kg/cm2 as per BS:1868/API-600 (Class ASA-300) . (1.00 No)

Providing 100mm dia. circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 - 75 Kg/cm2 (2.00 Nos)

Providing 100mm dia. vacume dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 - 760 mercury. (2.00 Nos)

Installation of all the items appearing at Serial No. 128 to 148 complete in all respect as per direction and to entire satisfaction of Engineer charge.(1.00 Job)

Providing and fixing double flanged 100 mm 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 rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated under item No.1.

The size of the various components to be as under:-

(i) Suction pipe 100 mm dia Min. length = 15 mtr.(1.00 Job)

(ii) Delivery pipe 80mm dia -do- = 5 mtr.

(iii) Common Header 100 mm dia -do- = 10 mtr.

and will extend up to 5 meters from the outer wall of the pump house in the direction to be jointed.

Providing and laying copper PVC insulated armoured power cable ( one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of L&T/Finolex make including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor.

(i) Motor side: 16.00 mm2 Min length = 20 mtrs. (20.00 Mtr.)

(ii) Supply side: 25.00mm2 Min. length =10 mtrs.(10.00 Mtr)

Providing and fixing double loop earthing and G.I. plate 600 mm x 600mm x 3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25 mm x 3_mm G.I. strips & G.I. wire as per IS: 3043 -1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(1 .00 Job)

MNBN Enterprises

Priyanka Rana Govt. Contractor