Remodeling of LWSS to Village Rokhaltu Pani and its Surrounding area in GP Pujarli No 4 Tehsil Tikkar Distt Shimla HP

Amount

Cutting in earth work and disposal of excavted earth all kind of soil with in all leads and lifts as per the direction of the Engineer in Charge P&J work.

Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge.

Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.

Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge.

Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.

i) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like.

ii) Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness .

iii) Edge of slab and breaks in floors and wall under20cm wide within all leads and lifts.

iv) Foundation footing bases of column and mass concrete.

v) Column, pillar & poat upto floor two level square, rectangular and polygonal in plan.

vi) Stair cases (Except spiral stair cases) excluding landing i/c preparation of surface.

vii) Beams, cantilevers, Girders & lintels sides and siffits of beams, hounching cantilever girder not exceeding 1 mtr. Depth.

Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in :Arches upto 6.00 mts.span

Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts.

Bootem layer broken stone 50 mm to 75 mm

Bajari 20 mm to 25 mm

Bajari 6 mm to 60 mm

Course 3 mm to 6 mm

Fine sand 0.2 mm to 0 .4 mm

Providing internal connection between sump well, delivery tank and sed. Tank, filter bed with GI pipes (Light Class) i.e. cutting and threading and fixing at required position and making of required hole in RCC walls of structures and finishing with cement concrete 1:1:½:3 and including all GI fittings i.e. GI bends nipples and elbow and providing & fixing and welding of required size of M.S. flanges with table No. 5 including nuts & bolts and gaskets etc. where required with in all leads and lifts as per direction and satisfaction of Engineer in charge.

65 to 80 mm dia

First class brick flooring laid dry and gruted with cement mortor 1:4 (1 cement : 4 sand) i/c finishing the joints flush with in all leads and lifts and per direction of the Engineer-in-charge.

Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge. 65mm dia.

Laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately)

15mm dia.

20mm dia.

25mm dia.

32mm dia.

50mm dia.

65mm dia.

Providing and fixing of G.M. gate / C.I. Valves of various dia in pippes with in all leads & lifts as per directions of Engineer - in - charge.

15mm dia.

20mm dia.

25mm dia.

32mm dia.

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

50mm dia.

65mm dia.

Prov. & fixing SFRC Man hole cover with frame having frames size of 560 mm internal dia.should not be less than 58 kg

Providing and laying cement concrete 1:1.5:3(1cement:1.5 approved sand:3approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth:

i) Foundation and plinth (bed) with in all leads and lifts.

ii) Column, pillar & poat upto floor two level.

iii Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

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

Providing and laying cement concrete 1:1:2 (1cement :1Sand: 2 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:-

i) Foundation and plinth (bed) with in all leads and lifts.

(ii) Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses, plinth and string courses etc. from top of foundation level up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

Providing mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.

Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

(ii) Arches upto floor two level.

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

Steel work in single sections including cutting hoisting fixing in position and applying a priming coat of red lead paint in R.S. joists, channels, angles, Tees, with in all leads and lifts as directed by the Engineer -In-charge

Providing in RCC work smooth finishing of the exposed surface with cement mortor1:3 (1cement :3 sand )with in all leads and lifts as per direction of the Engineer in Charge.

10mm cement plastering in single coat on fair side of brick/concrete wall for internal plastering upto floor two level i/c arrises internal angles, chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3 (1cement : 3 Sand ) with in all leads and lifts as per direction of 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. with in all leads and lifts as per the direction of the Engineer in charge.

Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement:4sand)conventiohal brick first class within all leads and lifts and as directed by the Engineer-in-charge.

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

Profile A

Profile B

Profile C

Providing and fixing 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.

Providing and Fixing wire gause shutter using MS wire gause if IS gause designation 85 G for doors windows clearstorey windows I/c bright finished black enamelled iron hinges with necessary secrews 30mm thick and 2nd class deodar wood.

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)

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)

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surfaceto give an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping and other foreign matters.

Finishing wall with water profing 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.

Applying priming coat over new wood and wood based surface after and including preparing the surface by throughly cleaning oil grease & dirt and other foreign matters.

a)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

b)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 other than white paint

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 laboour) within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing anodized Mild Steel sliding door bolts withnuts and screws complete I) 250mmX16mm with in all leads and lifts as per the direction of the Engineer in charge.

Providing and fixing anodized aiuminium. tower bolts barrel type with screws etc. complete.

I) 200mmX10mm

ii) 100mmx10mm

Providing and fixing anodized mild steel .handles with screws etc. complete. with in all leads and lifts as per the direction of 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 per the directions of 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.

Supplying of various materials for pump house.

(i)Tool Kit for Pump house (24 items) with all accessory etc.

(ii) Steel / C.I.chairs,Poly table & stool 1 no each for pump house.

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

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 etc.

Providing and laying heavy duty precast cement conrete inter locking precast cement conrete inter locking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for 60mm thick inter locking blocks

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 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 0.45mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge.

Providing and fixing ridges or hips 60 cm overall with 0.45mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge.

Providing and fixing prepainted steel sheet ceiling with 0.30mm thick in panets of steel channels base frame in ceiling with screws complete (steel channels base frame to be measured and paid for separately

Installation of house connection with 15mm /20mm.G.I. Pipes (L.C.) i/c G.I. Nipples of 15mm and 20mm dia. G.I. Socket , Elbow and Union , 1/4" ferrule connection. etc as per site requirement with in all leads & lifts as per directions of Engineer - in - charge.

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: 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) 3.84 LPS each pump. ( 2 no. pumps one to work at a time independently)

ii) Total Dynamic head 24.06 mtrs.

a) LWL of sump well (h) 1635 mtr.

b) Shaft level 1655mtr.

c) Level at discharge point 1655mtr.

d) suction lift (+) head 24.06 mtr.

e) Discharge head 20 mtr.

f) Static head 20mtr.

iii) Rising main

a) Length 60 mtr.

b) Dia 80 mm.

iv) Pumping hour 8 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- X 46 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 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: 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) 3.78 LPS each pump. ( 2 no. pumps one to work at a time independently)

ii) Total Dynamic head 514.16 mtrs.

a) LWL of sump well (h) 1640 mtr.

b) Shaft level 1640 mtr.

c) Level at discharge point 2120 mtr.

d) suction lift (+) head 480 mtr.

e) Discharge head 514.16mtr.

f) Static head 480 mtr.

iii) Rising main

a) Length 2300 mtr.

b) Dia 80 mm.

iv) Pumping hour 8 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- X 46 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 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: 2nd 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: 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) 3.74 LPS each pump. ( 2 no. pumps one to work at a time independently)

ii) Total Dynamic head 437.90 mtrs.

a) LWL of sump well (h) 2117 mtr.

b) Shaft level 2532 mtr.

c) Level at discharge point 2537 mtr.

d) suction lift (+) head 420 mtr.

e) Discharge head 437.90mtr.

f) Static head 420 mtr.

iii) Rising main

a) Length 1100 mtr.

b) Dia 80mm.

iv) Pumping hour 8 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 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- X 46 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 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

Providing, laying, & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007 (Latest with up to date amendments) having minimum wall thickness as specified below & capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including thecost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at siteof work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts andas directed by the Engineer-In-Charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be marked with API-Gr B L-245 etc The laying shall cofirm to BIS 5822-970 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 & paid for seperately.) including all leads, lifts and carriage of materials at site andas per direction and to the entire satisfaction of the Engineer-In-Charge.

Stage 1st. RD-0 to 1200 Wall thickness 4.80mm 80mm dia. Stage 2nd. RD-0 to 900 Wall thickness 4.80mm 80mm dia.

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/ Medium 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.

Stage 1st RD-1200 to 2100 Heavy Class 80mm dia. Stage 2nd. RD-900 to 1000 Heavy Class 80mm dia.. Booster RD-0 to 60 Heavy Class 80mm dia..

Stage 1st RD-2100 to 2300 Medium Class 80mm dia. Stage 2nd RD-1000 to 1100 Medium Class 80mm dia.

Providing and welding MS flanges as per table below conforming to IS:6392-1971( latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fiber jointless gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done in three layers ( two out side+one inside)to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge.

Stage 1st. 2nd API-Gr B L-245 12+9=21Pairs 80 mm dia.

Stage 1st. 2nd Heavy Class 10+1=11 Pairs 80 mm dia.

Stage 1st. 2nd Medium Class 2+1=3Pairs 80mm dia.

Providing fixing , installation & testing of automation system with soft starters, control logic,clould integration/local server, IP cameras with remote mobile integration.for each set of Pumping Machinery of each Pump Houses as per directions of Engineer - in - charge.

VIRENDER THAKUR CONTRACTOR