Providing functional house hold tap (FHTC) connection in village Kural, Kasiyal, Bhanoli etc. through proposed LWSS Kural, Kasiyal, Bhanoli in Tehsil Fatehpur District Kangra HP under Jal Jeevan Mission

Amount

Supply of submerssible puming set of Calama/KSB/Kirloskar/Lubi/Sabar/Calama/ SU/Crompton /Johnston/ Worthington/ BS make confirming to BIS:8034-1976/5660-1970 (latest) suitable for lifting clear, cold & fresh water fitted with bronze impellers or suitable allow directly coupled to squirrel cage electric induction motor of same make as that of pump confirming to BIS:9283-1979 (latest with upto date ammendments) and totally water proof for submerssible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand non-vertical loads with minimum wear and tear. It should also be fitted with a device to take up expension of water with the heating of motor including water level guard, errection clamps, cable clips & depth guage etc. The pump shall be suitable for operation on data give below:-

Location of site :-The site is located at a distance of 25.00 Kms.from Nurpur Road Railway Station.

The altitude of place in which :-Altitude of place is 500 Metres above Mean Sea Level. The motor is intended to work:-

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20oC (f) PH =_____

(b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre

©. Hardness =__Mg/Litre(as CaCo3) (h). Others_____

(d).Alkalinity =__Mg/Litre(as CaCo3)

Source:- Tube well Existing

Depth of Well Assembly :- 40 Metres.

L.W.L.in Tube-Well :- Metres

Maximum draw down :- ______ Metres

Centre line level of Pump shaft :- _220_____ Metres

Discharge level of highest point:- 265.00 Metres

Nos.of Pumps required :- 2 No.Pump.

Capacity :- 3.12 L.P.S.

Total head in Metres :- 59.46 Metres

Length of Rising Main :- 850 Metres

Dia of Rising Main :- 80 mm ( GI. Medium Class)

No.of working hours per day :16.00 Hours.

Limits of pump operation :- ( - ) 15% ( + ) 10% of total head.

H.P.of Motor/Drive unit :-Required H.P.of Pump at ( + ) 10% and ( - ) 15% of total head.

BHP.with following margins/multiplying factor at duty point,whichever is higher.

a).Upto 2 H.P. =1.5 (d) 10 to 20 H.P. =1.2

b).2 to 5 H.P. =1.4 (e) 20 to 100 H.P. =1.15

c) 5 to 10 H.P. =1.3 (f) Above 100 H.P. =1.10

Test Run :- 8.00 Hours continueously for 7 days.

Providing Cast Iron.double flanged sluice valve of Kirloskar/Kilburn/IVC.\/Fouress/Gled/BHEL/ Leader make of size -------- mm.and Class PN 1.6 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 16.32 Kgs/Cm2. (Note;- The size of valve specified by the tenderer)

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast iron double flanged swing Check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump(size -------mm.dia and clasas PN 1.6 and shall be suitable for withstanding nominal seat pressure of 16.32_Kgs. cm2 (Note;- The size of valve specified by the tenderer)

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make Cast iron double flanged Swing Check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. -------mm.& class PN 1.6 shall be suitable for withstanding nominal seat pressure of 16.32Kgs./Cm2). Note:-The Cast iron.Reflux valve shall conform to BIS-5312-1984-Part-I(Latest edition). However, if the seat pressure exceeds the limits prescribed in BIS-5312-then it shall be of cast steel conforming to Class 150 ASA Seat Pressure 21Kgs/Cm<2) or class 300 ASA)Seat pressure 52Kgs./Cm<2) as per BS 1868(API 6D. The size of valve specified by the tenderer).

Providing and laying suitable size copper PVC.insulated jointless flat water proof 3.5 core cable conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/Finolex make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipers or trenches size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to bereplaced by the tenderer free of cost on supply side .(Note:- The size of cable specified by the tenderer)

Providing and laying PVC.jointless flat water proof cable as per BIS-694-1990(Latest with uptodate ammendments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor The type & make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB .authoirity,it shall have to be replaced by the tenderer free of cost on motor side (Note:- The size of cable specified by the tenderer)

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper stripsw of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply of standarad circular/square dial pressure gauge 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.

Lowering of Column Assembly of 80 mm.dia and common header 65 mm.dia GI pipe 4mm thick conforming BIS-1978-82 considering site requirement duly flanged at every 3 Metre length with flanges conforming to BIS-6392-1971(Table-17) including tapers,flanges,rubber gaskets 3mm.thick as as per BIS-2712-1978,nuts & bolts as per 1364-1983 and specials upto collection tank as per directions of Engineer-in-Charge /as per layout approved by the Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total pressure indicated in item No.1(xii). NOTE:- Actual laying tobe done as per final drawings to be approved by the Engineer-in-Charge.

Erection of all equipments from S.No. 1 to 4 and 6 ncluding cost of tees, bends,tapers and any other fittings required as per conditions and as per directions of the Engineer-in-Charge.

Excavation in foundation treanches(Pipe & Pits) up to all depths in all classification of earth work such as pick work,jumper work,saturated soil including bailing or pumping out water,blasting soft /hard rock where blasting is prohibited in all lifts including trimming & dressing of sides leveling of beds to correct grade i/c shoring/strutting planking,timbering & dewatering wherever required stacking the usable & unusable material/soil separately & after laying,jointing & testing of pipes,returning the useable soil in trenches in 15cm layers including consolidating of such deposited layer by raming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surface to its original condition & including cost of diversion for traffic,night signals,fixing caution boards,crossing over trenches for access to houses,fencing etc.completein all respects with in all leads & lifts as per directions of Engineer-in-Charge.

Laying and jointing in trenches to be levelled to grade, BIS marked GI flanged pipes confirming to BIS:1239 (latest with upto date ammendments) of various dia (Medium class) duly flanged to be welded after 5th pipe with intermediate butt welded joints including the cost of flanges, bends/short pieces made from parent tubes of diferent degrees cutting welding and jointing with flanges conforming to tables as specified below of BIS: 6392 (latest with upto date ammendments) welded at both ends as per BIS:816 (latest with upto date ammendments) with electrodes confirming to BIS 814 (latest with upto date ammendments) & provided with nuts and bolts BIS: 1369 (latest with upto date ammendments) of required sizes 4 mm thick champion make compressed asbestos fiber gasket or synthetic rubber gasket confirming to BIS:2712 (latest with upto date ammendments) & approved specifications as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer-in-charge..(Note:- The rates of providing of flange and butt welding will be paid separately)

80mm dia (Medium Class) dully Flanged Table-28

80mm dia (Medium Class) dully Flanged Table-17

80mm dia (Medium Class) dully Flanged Table-5

sadeep kumar

Sanjay Gaur

Anchal Kumar

HYDRO ENGINEERING COMPANY

VARINDER PAL