Providing LWSS to Village Seema Kamroon and its surrounding area village in Tehsil Rohru Distt Shimla HP

Amount

Cutting in earth work and disposal of excavated earth work upto a lead of 20mtr(twenty metres) within all leads and lifts and as directed by the Engineer-in-charge.

Excavation in foundation trenches(for pipes & pits) upto all depths in all class fication of earth work such as pick work, jumper work, saturated soil including bailling and pumping out water, blasting soft/hard rock or chieselling soft/hard rock where blasting is protibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring/strutting, planking,timbering & dewatering wherever required, stacking the useable & unuseable material/soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15cm. layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed within all leads and lifts including restoration unmetalled surfaces to its original condit on & including cost of diversion for traffic, night signal, fixing caution boards crossing over trenches for access to houses, fencing etc. complete in all respects within all leads & lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete work 1:3:6(1cement:3approved sand:6approved graded stone agg.20mm nominal size)& curing complete excluding cost of form work in foundation and plinth within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying cement concrete 1:6:12(1cement:1.approved sand:6approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth:

Providing and laying CC1:5:10 (1cement,5sand,10graded stone agg.40 mm n/s)with 15% plum and curing complete excluding the cost of form work in retaining walls.Breast walls,the size of plum shall usually be 150mm to 300mm as per HPPWD specification.

Foundation and plinth Bed and wall ncluding attached buttress, pillasters and their caps and string cources etc. upto floor two level within all leads and lifts and as directed by the Engineer-in-charge 1:1:5:3.

Foundation, footings basis of columns etc. and mass concrete within all leads and lifts and as directed by the Engineer-in-charge.

Column pillar & post upto floor two level within all leads and lifts and as directed by the Engineer-in-charge.

Suspended floor roofs landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level within all leads and lifts and as directed by the Engineer-in-charge.

Stair cases (except spiral stair cases)excluding landing but including preparing of the surface and finishing of nosing upto floor two level within all leads and lifts and as directed by the Engineer-in-charge.

Walls including attached buttress, pillasters and their caps and string courses etc. upto floor to level within all leads and lifts.

Providing mild steel/tor steel for RCC work including bending binding and placing in p[osition complete upto floor two level within all leads and lifts and as directed by the Engineer-in-charge.

Providing form work with steel plate 3.15mm thick welded with angle iron frames 30x30x5mmso as give a fair finish i/c centring, shuttering, &centring below supporting floor to ceiling not exceeding 4mtrs. &removal of the same for in-situ reinforced concrete & plain concrete work in:

Foundation, footings basis of columns etc. and mass concrete within all leads and lifts and as directed by the Engineer-in-charge.

Column pillar & post upto floor two level square, rectangular & polygonal in plain within all leads and lifts and as directed by the Engineer-in-charge.

Beams, cantilever girders & lintals sides & soffits of beams, beams haunching cantilever girders not exceeding 1mtr. Depth within all leads and lifts and as directed by the Engineer-in-charge.

Vertical surface such as wall(any thickness) partitions and the likeincluding attached pillasters, buttresses, plinth and string cources and thelike within all leads and lifts.

Flat surface such as soffits of suspended floor, roofs, landing and the likefloor etc. upto 200mm in thickness within all leads and lifts.

Edges of slab and breaks in floors and walls under 20cm. Wide within all leads and lifts.

Slopping or battering surfaces including folded plastes:Where inclination to horizontal plane does not exceed 30degree within all leads and lifts and as directed by the Engineer-in-charge.

Stair cases with sloping or stepped soffits excluding landing beams, cantilever, girders and Lintels within all leads and lifts and as directed by the Engineer-in-charge.

Side of beam, beam haunchings, cantilevers, lintels etc. not exceeding 1 mtrs. In depth in all height from floor.

Half brick masonry in common burnt clay building brick in cement mortar 1:4(1cement:4sand) 1st.class brick within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness i/c hinges jump lock jamb, beed and if required angle threshold of mild steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by mechanical means, adjustable luge with split and tails to each jamb i/c steel but things 2.5mm thick with guards, lock strike plate and shock as specified and applying a coat of approved steel primer after pretreetment of the surface as directed by the Engineer-in-charge.

Profile-A.

Profile-B.

Profile-C.

Providing and fixing Pannelled and glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hinges with necessary screws 40mm thick: 2nd class deodar wood within all leads and lifts and as directed by the Engineer-in-charge.

P/F wire gause shutters using MS wire gause of IS gause designation 85 G for doors windows clerestorey windows I/c bright finished black enamelled iron hinges with necessary secrews 40 mm thick 2nd class deodar wood within all leads and lifts and as directed by the Engineer-in-charge.

10mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:3 (1cement:3sand)within all leads and lifts and as directed by the Engineer-in-charge.

15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)within all leads and lifts and as directed by the Engineer-in-charge.

20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)within all leads and lifts and as directed by the Engineer-in-charge.

6 mm thick cement plaster in cement concrete 1:3( 1cement 3 sand in roof slabs within all leads and lifts and as directed by the Engineer-in-charge.

White washing with lime on undecorated wall surfaces(two coats) to give an even shade i/c thoroughly brooming the surface to remove all dust dirt & other foreign matter within all leads and lifts and as directed by the Engineer-in-charge.

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated wall surfaceto give an even shade over and including priming coat with distemper primer of approved brand and manufacture after throughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth. Priming coat with distemper primer within all leads and lifts and as directed by the Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of rerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing 10mm thick antiskid water proof stain and impect resitent resistent heavy duty vetrified tiles Nitco or equivalent 600x600mmx10mm manufactured or approved shade and colour in flooring treads of steps and landings laid over (12mm thick cement mortar 1:3)(1Cement:3Sand)jointed with cement slurry mixed with pigment to match the shade of tiles as required complete within all leads and lifts and as directed by the Engineer-in- charge.

Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating to back coat of polyster of 5microns over 5 micron premier coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia mtr.with prepainted limpet and rubber washers complete with all accessories as required as per the direction of the Engineer-in-charge.

Providing and fixing ridges or hips 60cm over all with 0.60 thick prepainted steel sheet in roofing with bot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating to back coat of polyster of 5 microns over 5 miscron premier coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia mtr.with prepainted limper and rubber washers complete with all accessories as required as per direction of Engineer-in-charge.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter) sand papering and knotting:Readymixed paint brushing wood primer pink within all leads and lifts and as directed by the Engineer-in-charge.

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint within all leads and lifts and as directed by the Engineer-in-charge.

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters readymixed paint other than white paint within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill within all leads and lifts and as directed by the Engineer-in-charge.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing anodized aluminium sliding door bolts withnuts and screws complete I) 250mmX16mm within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing anodized aiuminium. tower bolts barrel type with screws etc. complete within all leads and lifts and as directed by the Engineer-in-charge.

I) 200mmX10mm

ii) 100mmx10mm

Providing and fixing anodized aluminium .handles with screws etc. complete within all leads and lifts and as directed by the Engineer-in-charge.

I)125mm dia

ii) 100mm dia

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

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.

Steel work welded in built up sections, trusses and framed work, including cutting, hoisting fixing in postion and applying a priming coat of red lead paint etc.

Boulder filling behind retaining wall & crate wall within all leads and lifts and as directed by the Engineer-in-charge.

Providing & Fixing of Finalax pipe 40mm dia. Under floor ( for connection cables) including all req. fitting i.e elbows, sockets etc.

Providing and fixing GMS ventilating pipe/ over flow pipe( 25 to 32) mm dia.incluing all filling as req.

Providing & fixing cantrolling arrangement with( 25 to 32) mm dia wheel valve i/c all type of tube fitting compelete

Providing, laying, testing & commissioning at site in trenches bevelled ended conforming to IS/ISO:3183-2007 latest having wall thickness & 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 pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable and with uptodate ammendements (leak proof) in three layers at site of work welding rods of Advani/oerliken make/ISI marked (welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail please, tees, bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions and cutting of pipe wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-in-charge. The pipe shall have zinc coating inside & out side confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API X42,46,52,56 etc.

The laying shall confirming to BIS 5822-1970 or latest with upto date ammendments to the entire satisfaction of Engineer-in-charge (Earth work & cost of MS flanges after 100meter length shall be measured and paid for seperately) including all leads ,lifts and carriage of materials at site and as per direction and to the entire satisfaction of the Engineer-in-charge.

Stage-1st. Length 900Rmt. Dia 80mm Wall thickness 4.80mm Table-28

STAGE -1 MS Flange APK T(28)

Laying, testing and commissioning at site in trenches bevelled ended BIS marked GI Heavy conforming to IS 1239 or it equivalent latest with uptodate ammendments of following dia of Heavy class, having wall thickness and weight per Rmt. as mentioned below and capable of withstanding required test pressure as presscribed in BIS/IS)code, in random lengths of 5.5 to 6.5mtr. The pipes ends shall be bevelled suitable for butt welding, including the cost of ointing with butt welding confirming to IS 816-1969 or latest as appliable and with upto date ammendments (leak proof) in three layers at site of work with welding rods of Advani/Oerliken make/ISI marked(welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces, tees bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specificatin as per site conditions and cutting of pipes wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer-in-charge.

The pipe shall have zinc coating inside & out side confirming to IS-4736-1986 or latest with upto date ammendments and shall be engraved with IS-1239 Heavy pipe. the laying shall confirm to BIS 5822-1970 or latest with upto date ammendments to the entire satisfaction of Engineer-in-charge complete in all respects (Earth work & cost of MS flanges after 100meter length shall be measred and paid for seperately).

Stage-1st. Length 400 Rmt. Dia 80mm Wall thickness 4.80mm Table-17

STAGE -1 MS Flange G.I T(17

R/R masonry/polygonal rubble masonry un-coursed quality in foundation and plinth including leveling by cement concrete 1:6:12(1cement: 6sand:12graded stone at plinth in cement mortar 1:6 (1cement:6sand) within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying cement concrete 1:2:4(1cement:2 approved sand:4approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth:

Supplying of various materials for pump house

Tool kit for pump house (24items ) with all accessory etc

Insulatiion mate ( 6x 4) Bearing puller insulation & gress gen 1 no each ofr pump houyse

poly chairs table & stool 1 no each for pump house

Welding set 1 no each for pump house

Earth work in foundation for digging well in dry excavation from ground level upto the level where well curb is placed including dispositing spoils in 20 mtrs radius and filling space outside the well after complation

Wet well sinking in gravel including all pumping shoring etc, within all leads and lifts.

From speing level to 3 mtrs.

From 3mtrs. To 6mtrs.

From 6mtrs. To 9 mtrs.

Lowering steel well curb in the pit and assembling in position

When depth is upto three metres from ground

When depth is more than three metres

Providing and laying no fine concrete 1:4(1cement:4agg. 40mm nominal size) & curing complete in foundation and plinth excluding cost of form work within all leads and lifts.

Stone pitching properly hard packed filling interstices with spalls stone earth etc. within all leads and lifts.

Horizontal

Applying mode rent solution on new GI sheet for preparation of surface for painting 5 Ltr. 100 Sqt. Of surface and rubbering the solution with brush i/c throughly brushing cleaning of all dirt dust and all oil, greas etc. within all leads and lifts.

20mm cement concrete topping 1:2 to 3 &1cement:2 to 3 stone agg. of size 4.75mm and below, by volume)laid over and finished monolithic with base concrete within all leads and lifts.

Providing ridges or hips 60mm over all in plain GI sheet fixed galvanised iron J & L hooks, bolts and nuts 8mm dia GI limpet and bitumen washers complete 0.63mm thick sheet within all leads and lifts.

Providing corrugated GI sheet roofing fixed with galvanized iron J or L hooks bolts and nuts 8mm diameter with bitumen and GI limpet washers filled with white lead complete excluding the cost of purlins refters and trusses: (0.63 mm thick sheet).

Supplying and fixing woven plain GI fencing of mesh 50 to 150mm to any type of standard rails strainging bolts etc. i/c provision of binding wire

Square rubble masonry coursed with hard stone of approved quality in Superstructure above plinth including raking out joint in Cement mortar 1:4(1cement:4sand)within all leads and lifts.

Providing 200mm wide cast iron rungs with chequirred ribbed non slip surface including fixing in main holes with 200x20mmx100mm cement concrete 1:3:6(1cement:3sand:6graded stone 20mm nominal size within all leads and lifts.

Painting two coats(excluding priming coat) on new Steel and mttel based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint within all leads and lifts and as directed by the Engineer-in-charge.

Bottam layer" Broken stone 50mm to 75mm….

Supplying cast iron with frame internal diversion of frame 455x610rectangular CI cover(light duty single pettern)the weight of cover to benot less then 23 kg. within all leads and lifts.

Pumping and Machinery: Booster Stage. Supply of horizontal spindle,horizontal split casing Single/Multistage centrifugal/reciprocating pumps of standard make such as KSB/ Mathar & Platt/ Jayoti/ Kirloskar/WASP confirming to BIS 1520-1980 (latest with upto date ammendments) read with BIS 9137-1978 or latest to handle raw water having turbidity 50 ppm. with impelleres,casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirlokar/NGEF/Crompton/ Siemen/Jyoti slip ring/squirrel cage screen protected drip proof electric induction motor suitable for operation on the data given below) a)Pump:( 2x5=10 HP) Specification 1 ) Make 2) Model 3) No of Stages 4) Material (Manufactured certificate to be appended performances) i) Head(H) mtr. ii) Discharge LPS iii) BHP Absorbed iv) Effeciency (n) v) NPSH b) Motor i) Make ii) Model iii) Motor rating iv) Speed v) Insulation.

i) Discharge (Q) 2.09 LPS each pump.

ii) Total Dynamic head 26.67mtrs.

a) LWL of sump well (h) 1626.50 mtr.

b) Shaft level 1630mtr.

c) Level at discharge point 1650.00 mtr.

d) suction lift (+) head 3.50.00 mtr.

e) Discharge head 20.00 mtr.

f) Static head 20 mtr.

iii) Rising main

a) Length 30 mtr.

b) Dia 100 mm.

iv) Pumping hour 15hours.

v) Altitude of installation above MSL mtr.

vi) Characterstics of water. Clear cold water

a) Temperature 0C.

b) Ambient temp. 0C.

c) Turbiduty JTU

d) Alkanality

e) Size of the solid NIL mm.

f) Other

ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB. ICTC Switch Make Type Capacity

MCB/Oil circuit breaker of suitable capacity of Kilburn/LT/LK/MEI/Standard make on in coming feeder for motors offered by the tenderer conformaing to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release. ACB/OCB i) Make ii) Type iii) Range iv) Capacity

Providing M.S Sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessaries with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer-in-charge. Panel/Switch Board i) Drawing ii) Layout Plan

Providing and fixing cast iron double flanged sluice valve of class II 65mm dia of leader/ Behl Kirlsker/GIED/ Kilburn/Fouress make n suction side as per the relevent IS code.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of of suitable size cast iron /cast steel double flanged swing chek type reflux valve having bye pass arrangement and size equal to delivery of pump for with standing normal seat pressure of 52 Kg /cm / ^ 2 the reflux valve shall conform to BIS 5312 -1984 ( Part -1) at list with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class 150 ASA (Seat pressure 231Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2) as per BSI 1414 Reflux Valve i) Make ii) Class iii) Sheet Pressure iv) Material

Providing and laying copper PVC insulated armoured power cable (One vable carrying all the three phasees) of suitable size and capacity to motors and all other electrical equipments as per IS:1554 (P-1) 1988 or latest with up to date ammendments of seimence/Gloster/IEC/EICO/National/Grandly make including all other accessories such as thimbles, flexible pipe, solder, nut & bolts, vable gland etc. laid in pipe or trenches under floor. armored power kabel a) Motor Side (from switch to starter 20 mtr. and starter motor. 10 mtr.( i )Size ii) Make (iii) Type copor (iv) Capacity (v) Core 3

P/L double loop earthing with crpper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendmentsfor above motors & other electrical equipment. Armored power cable of HPSEB to bus bar 10mtr. i) Size ii) Make iii) Type Copper iv)Capacity v) Core 3

Pumping and Machinery: 1st Stage. Supply of horizontal spindle,horizontal split casing Single/Multistage centrifugal/reciprocating pumps of standard make such as KSB/ Mathar & Platt/ Jayoti/ Kirloskar/WASP confirming to BIS 1520-1980 (latest with upto date ammendments) read with BIS 9137-1978 or latest to handle raw water having turbidity 50 ppm. with impelleres,casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirlokar/NGEF/Crompton/ Siemen/Jyoti slip ring/squirrel cage screen protected drip proof electric induction motor suitable for operation on the data given below (a) Pump: 2x40=80HP) Specification 1) Make 2) Model 3) No of Stages 4) Material (Manufactured certificate to be appended performances) i) Head(H) mtr. ii) Discharge LPS iii) BHP Absorbed iv) Effeciency (n) v) NPSH b) Motor i) Make ii) Model iii) Motor rating iv) Speed v) Insulation.

i) Discharge (Q) 3.08 LPS each pump.

ii) Total Dynamic head 465.21 mtrs.

a) LWL of sump well (h) 1550 mtr.

b) Shaft level 1550.00 mtr.

c) Level at discharge point 2000 mtr.

d) suction lift (+) head 3.50.00 mtr.

e) Discharge head mtr.

f) Static head 450 mtr.

iii) Rising main

a) Length 1300 mtr.

b) Dia 80 mm.

iv) Pumping hour 15 hours.

v) Altitude of installation above MSL mtr.

vi) Characterstics of water. Clear cold water

a) Temperature 0C.

b) Ambient temp. 0C.

c) Turbiduty JTU

d) Alkanality

e) Size of the solid NIL mm.

f) Other

ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB. ICTC Switch Make Type Capacity

Providing M.S Sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessaries with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer-in-charge. Panel/Switch Board i) Drawing ii) Layout Plan

MCB/Oil circuit breaker of suitable capacity of Kilburn/LT/LK/MEI/Standard make on in coming feeder for motors offered by the tenderer conformaing to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release. ACB/OCB i) Make ii) Type iii) Range iv) Capacity

Earth leakage circuit braker of requcemended (Kilburn/L&T/MET/GEC as per BIS-2516-1977 with upto date ammendments and of suitable range with which should have control box , oprating handel and trip/rest bush button / off indicators,re-indicating off spring condition of the circuit braker for over current protection.The curcuit should be equipped with magnet thermal release with metallic tap CTS.It should also be fitted earth fault for trippping of breaker on occurance of earth fault on/of braker load side. ELCB i) Make ii) Type iii) Range Voltage relay meter i) Make ii) Type iii) Range

Supply & errection of floor/wall mounted power factor capacitor conforming to BIS 2834-1986 latest with upto date ammendment Power factor meter Type Make

Frequecy meter of standard make as per relevent IS code with upto date ammendments Frequency Meter 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 for full length for naturalnphase as per IS 8084-1976 and IS 11353-1985 read with BIS-5578-with upto date ammendments. Bus bar chanber i) Make ii) Type iii) Rating.

ICTC switches with HRC fuses of Kilburn/L&T/Siemens/Standard/ Havels make and of suitable capacity as per IS 4064-1978 with upto date ammendments. ICTC Switches i) Type ii) Make iii) Capacity

Three phase indicator lamp complete with toggie switches for indivisual motor as per IS:3452 (P-l&lll) with up to date ammendments. Three phase indicator i)Type ii) Make iii) Capacity.

Supply & errection of floor/wall mounted power factor capacitor conforming to BIS 2834-1986 latest with upto date ammendment BHEL/GEC/Machneil/Masger/Bajaj make to raise the pervailing power factor at site to 0.95 for direct connection to induction motor individually, or requird KVAR according to Himachal Pradesh of motor offered including cable siemens/ Gloster/ICC make from busbar chamber to capacitor & also including LT/LK/Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer. Capacitor i) Type ii) Make iii) Range.

Hour rum meter of reputed make.

Supply of suitable oil immersed star delta starter/ATS/stator rotor starter of standared make such as MEI/Kilburn/Jyoti/Siemens conforming to BIS-8544-1979 leates with up to date ammendments for squirrel cage/slipering motor(make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot, time log , under voltage release wfith initial oil filling. Single phase preventer i) Type ii) Make

Providing and fixing cast iron flanged/screw type stainer as per IS 4038-1986 with upto date ammendments of Kiloskar/GIED/ Kilburn/ Karter valve Mechneil/ Kilburn leader make 65mm dia. Foot Valve i) Make

Providing and fixing cast iron double flanged sluice valve of class II 65mm dia of leader/ Behl Kirlsker/GIED/ Kilburn/Fouress make n suction side as per the relevent IS code.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of reputed make of suitable size cast iron /cast steel double flanged sluice valve having size equal to delivery of pump and capable of with standing nominal seat pressure of 52kg/cm^2. The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2) as per BS 1414 Sluice Valve i) Make ii) Class iii) Sheet Pressure iv) Material

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of suitable size cast iron /cast steel double flanged swing check type reflux valve having bye pass arrangement & size equal to delivery of pump for withstanding nominal seat pressure of 52Kg/cm/^2 The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be cast steel conforming to class 150 ASA (Seat pressure 231Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2)) as per BSI 1414 Reflux Valve i) Make ii) Class iii) Sheet Pressure iv) Material

Providing and fixing double flanged cast steel reflux valve of Leader/BHEL/Kilosker/Kilburn/ GLED/Fouress make and of 50mm dia for rising main having byepass arrangement for rising main andcapable withstanding the normal steel pressure as per IS 780-1984 with up to date ammendments class ASA to be mentioned by the firm. Reflux Valve i) Make ii) Class iii) Sheet Pressure iv) Material

Supply of standard make 100mm dia circular dial pressure of suitable range Fiebeg/ Bourden/Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments. Pressure Guage i) Make ii) Range

Providing, laying, testing & commissioning at site in trenches bevelled ended conforming to IS/ISO:3183-2007 latest having wall thickness & 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 pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable and with uptodate ammendements (leak proof) in three layers at site of work welding rods of Advani/oerliken make/ISI marked (welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail please, tees, bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions and cutting of pipe wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-in-charge. The pipe shall have zinc coating inside & out side confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API- GR AL-210 etc. The sizes of various components to be as under: l) Suction Pipe ---------- mm dia ii) Delivery Pipe ---------- mm dia iii) Common Header ---------- mm dia. and will be extended up to 5 mtr from the outer wall of the pump house in th direction to be jointed. Suction Pipe i) Material ii) Grade iii) Thickness iv) Pressure Rating - Delivery pipe and common header i) Material ii) Grade iii) Thickness iv) Pressure Rating

Providing and laying copper PVC insulated armoured power cable (One vable carrying all the three phasees) of suitable size and capacity to motors and all other electrical equipments as per IS:1554 (P-1) 1988 or latest with up to date ammendments of seimence/Gloster/IEC/EICO/National/Grandly make including all other accessories such as thimbles, flexible pipe, solder, nut & bolts, vable gland etc. laid in pipe or trenches under floor. Armored power cable a) Motor side (From switch to starter 20 mtr. And starter to Motor.10mtr. i) Size ii) Make iii) Type Copper iv)Capacity

P/L double loop earthing with crpper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendmentsfor above motors & other electrical equipment. Armored power cable of HPSEB to bus bar 10mtr. i) Size ii) Make iii) Type Copper iv)Capacity v) Core 3

Tarsem Chand Associates

Vikram Rithwan Contractor

HYDRAULIC ENGINEERING COMPANY