Construction of 21 Nos. Tube-well in Nurpur Constituency (C/O Tube-well Naglahar Pail) in Tehsil Nurpur Distt. Kangra (HP)( Sub head Providing and installation of Submersible Pumping Machinery with allied accessories, laying, jointing testing of R

Amount

Supply of Submersible Pumping Set of Calama/KSB/Crompton/SU/Johnston /BS/Sabar make conforming to BIS-8034-1976 (Latest) suitable for clear water fitted with bronze Impellers or suitable alloys directly coupled to squirrell cage electric Induction Motor of same make as that of Pump conforming to BIS:9238-1979(Latest with uptodate ammendments) and totally water proof for Submersible duty,isolated from the pump by intermediate casing with double Mechanical seal in oil chamber,grease packed lubricated bearings and provided with stainless steel thrust bearing plate to withstand non-vertical loads with minimum wear and tear. It should also be fitted with a device to take-up expansion of water with the heating of motor including water level guard,erection clamps,cable clips and depth gauge etc. The Pump shall be sui-table for operation on data given below:-

Location of site :-The site is located at a distance of 30 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 = 20°C (f) PH =_7 to 8____ (b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre (c). Hardness =__Mg/Litre(as CaCo3) (h). Others_____ (d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of T/Well Assembly :- 24.39 Metres.B.G.L.

L.W.L.in P/ Well :- 418.61 Metres

Maximum draw down level :- 418.61 Metres

Centre line level of Pump :- 418.61 Metres

Discharge level of highest point :- 458.00 Metres

Nos.of Pumps required :-1 No.Pump.

Capacity :- 9.02 L.P.S.

Total head in Metres :- 46.81 Metres

Length of Rising Main :- 305.00 Metres

Dia of Rising Main :- 125 mm dia G.I.pIpe.

No.of working hours per day :-20.00 Hours.

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

H.P.of Motor/Drive unit :-Required 12.50 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. =1.50 (d) 10 to 20 H.P. =1.20 . b).2 to 5 H.P. =1.40 (e) 20 to 100 H.P. =1.15 . c) 5 to 10 H.P. =1.30 (f) Above 100 H.P. =1.10

Test Run :-8 Hours continueously for 7 days.

Providing and fixing Cast iron double flanged sluice valve of Kirloskar/Kilburn/IVC./Fouress /Gled/BHEL/Leader make of size mm.and Class PN 1.0 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 10.20Kgs/Cm². confirming to BIS 780-1984 (The size & class of valve shall be specified by the tenderer).

Providing and fixing 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 class PN 1.0 and shall be suitable for withstanding nominal seat pressure of 10.20Kgs./cm² confirming to BIS 5312-1984 Part-II )(The size & class of valve shall be 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. 125mm.& class PN 1.0 shall be suitable for withstanding nominal seat pressure of 10.20Kgs./Cm²).confirming to BIS 5312-1984

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable of size mm² conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC 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 be replaced by the tenderer free of cost.

Suppply side mm Square (The size of cable shall be specified by the tenderer).

Providing and laying PVC.jointless flat water proof copper cable mm² as per BIS-694-1990(Latest with uptodate ammend-ments) 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 and 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.

Motor side mm Square (The size of cable shall be 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 strips of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with upto-date ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and 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).

Supply of standard make circular dial pressure gauge of suitable range of Fiebeg/Bourden/Precision make with all accessories such as;stop cock,copper tubing etc.conforming to BIS-3624-1987 latest with uptodate ammendments.

Lowering of column assembly of suitabie dia and making connection with Rising Main(125mm dia)G.I.pipe Conforming to IS-1239 or MSERW.Pipe 4.8mm tick conforming to BIS 1978-82 considering site requirement duly flanged at every 3 Metre length with flanges conforming to BIS-6392-1971 (Table-5 )including tapers,flanges,rubber gaskets 3 mm thick as per BIS-2712-1978 ,nuts &bolts as per 1364-1983 as per .direction of Engineer-in-Charge or 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(xiii)

column pipe mm-dia (size to be specified by the tenderer).

Erection of all equipments from S.No. 1 to 4 and 6 including cost of tees, bends,tapers and any other fittings required

Excavation in foundation and trenches etc., for pipes and pits upto all depth etc., in all kinds of soil such as pick work, jumper work, blasting work, in soft and hard rocks, chiseling work/wedging out of rocks(where blastings prohabitted) and saturated soil, stacking the excavated earth within all leads and lifts with clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation and trenches etc consolidating of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts including up rooting of trees, dressing of bed and sides and preparation of sub-grade, restoration of un-metalled in calttled paved surfaces to the original conditions including shoring, strenghting, timbering and dewatering whereever is required, providing diversion for traffic night signals fixing caution board crossing over trenches for access to houses complete in all respect i/c all leads and lifts and to the entire satisfacstion of the Engineer-in-charge.

Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth all leads and lifts disposed earth to be levelled and neatly dressed such as pick work, jumper work, within all leads and lifts as per the direction of Engineer-in -Charge.

Providing, laying cement concrete 1:6:12(1cement:6sand)12graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths within all leads and lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:5:10( 1 cement : 5 sand: 10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8(1 Cement:4 Sand:8 graded stone aggregate 40mm.nominal size) and curing complete excluding the cost of form work in foundation and plinth. within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

Squared rubble masonery coursed with hard stone of approved quality in foundation and plinth including raking out joints in cement mortar 1 : 6 ( 1 cement : 6 sand) within all leads and lifts as per the direction of Engineer -in- Charge.

Providing and laying cement concrete work 1:2:4(1cement:2sand: 4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete workIn foundation,footings bases of columns including entire carriage of materials complete in all leads and lifts.as per direction of Engineer-in-charge.

Brick work using common burnt clay building bricks of approved quality in foundation and plinth in cement mortar 1:6(1cement:6sand) above plinth level upto floor two level (2nd class bricks) within all leads and lifts as per direction of Engineer-in-charge.

Brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6(1cement:6sand) above plinth level upto floor two level (2nd class bricks) within all leads and lifts as per direction of Engineer-in-charge.

Providing wood work in frames of doors, windows, clerestory, windows and other frames wrought, framed and fixed in position 2nd. Class deodar wood within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick within all leads and lifts as per the direction of Engineer-in-charge.

Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows of 40mm thick including bright finished black enameled iron hinges with necessary screws.within all leads and lifts as per the direction of Engineer-in-charge.

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

Flat surfaces such as soffits of suspended floors, roofs, landing and the line floor etc upto 200mm thickness complete in all respect within all eads and lifts as per direction of Engineer-in-charge.

Beam, cantilever, girders and lintles sides and soffits of beam haunching cantilever girder, bressumers and lintles not exceeding 1 mtr in depth complete in all respect within all leads and lifts as per direction of Engineer-in-charge

In vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge.

Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-

suspended floors, roofs, landing and shelves and their supports balconies, beams, girders and cantilever upto floor two level complete in all respect within all leads and lifts as per direction of Engineer-in-charge.

In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

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

Lintels, beams ,griders bressumers and cantilevers upto all floor level in all leads and lifts.as per direction of Engineer-in-charge

In foundation and plinth e within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

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

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

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

15mm cement plaster in single on rough side of brick / concrete /stone masonery wall for interior plastering up to floor two level including arrises, internal rounded angles chamfers and or rounded angles not exceeding 80mm in girth and finished even and smoth in cement mortar 1 : 6 ( 1cement : 6 sand ) within all leads and lifts as per the direction of Engineer-in -Charge.

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

Laying to tor steel reinforcement for reinforced concrete work including bending, binding, & placing in position complete upto floor two level) within all leads and lifts as per direction of Engineer-in-charge.

Applying two coats of wood preservative on new wood and wood preservative on new wood and wood preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter,sand papering and knotting.

Applying priming coat over new wood & wood based surface after and including repairing the surface by thoroughly cleaning oil grease dirt & other foreign matter & papering & knotting ready mixed paint brushing primer for enemel within all leads and lifts as per direction of Engineer-in-charge.

Painting two coats(excluding priming coat) on new wood and wood surface with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust & other foreign matter sand papering and stopping with ready mixed paint other than white within all leads and lifts as per direction of Engineer-in-charge.

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matteri n all leads and lifts.as per direction of Engineer-in-charge

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

Providing and fixing MS fan clamps type-I of 16mm dia MS barbent to shape with hooked ends in RCC slab during laying including painting the exposed position of loop, all as per standard design complete within all leads and lifts as per direction of Engineer-in-charge.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size.in all leads and lifts.as per direction of Engineer-in-charge

Providing and fixing following M.S. fittings of anodized transparent and shade with necessary screw etc.complete in all leads and lifts.as per direction of Engineer-in-charge

M.S.Sliding door bolts 250x16mm.

M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

M.S. tower bolts (Barrel type) leads and lifts. 150x10mm.

M.S. tower bolts (Barrel type) leads and lifts. 100x10mm.

M.S. handles 100mm dia

M.S. handles 75mm dia

Providing and fixing of M.S. grills of required patterns in wooden frames of windows etc with MS flat square of round bars with rammed headed bolts & nuts or by screws(Plain grill) within all leads and lifts as per direction of Engineer-in-charge.

Stone/Boulder filling under floors/behind retaining walls.in all leads and lifts.as per direction of Engineer-in-charge

Construction of Toilet 1.00X1.00 mtr. Size of standard height and depth made of RCC planks frame and shutter of angle iron and plain CGI sheet WC Indian type and pit including excavation of toilet foundation and soak pit all kinds of soil and disposal of surplus excavated earth, filling with course sand, cement concrete flooring 1:2:4( 1 cement:2 sand: 4 graded stone aggregate 20mm nominal size) for rural sanitation system in all leads and lifts as per standard design and drawing or as per the direction of Engineer-in-charge.

Steel work welded in built-up section, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in beams joists channels, angle cleats as in main and cross beam, hip and jack rafters, purlins connected to common rafters, steel gate and like within all leads and lifts as per the direction of Engineer-in- Charge.

Steel work in single sections including curing,hoisting in position and applying in priming coat of red lead paint in R.S.joists channels,angles,tees etc.( 65mmx65mmx6mm)with in all lead and lifts.as per the directions and satisfactions of the Engieer-in-Charge.

Supplying & fixing galvanised steel barbed wire (IS:278-1962 Type-1) weighting 9.38 Kg per 100 metres (Menimum) straining and fixing to any type of standard rails staining bolt including securing with and provision of galvanised mild steel wire staples or steel pins etc. as directed ( posts and struts of wood concrete, steel etc. and straining bolts shall be paid for seperately) within all leads and lifts as per the direction of Engineer-in- Charge.

Laying,jointing and testing of galvanised mild steel duly flanged after every Fifth pipe with intermediate circumfesential butt welded joints of below mentioned dia and class i/c.cost of flange,bends,tees etc. The fixing of M.S.Flanges as per IS-814:1967 should be done on both faces to make the joint leak proof and capable withstand the required Hydraulic pressure. The flanges should conform 6392-1971 with specified number and size of M.S.nuts and bolts as per Table mentioned below and ISI-MarkedSBR rubber flange gasket not less than 3mm.thick(Excavation in trenches etc.to be measured and paid for for separately).

125mm dia ( Medium class) table- 5

Laying & jointing in trenches 4.00 kg.F/ cm2 working pressure polythiene pipes high density conforming to IS:4984-1995 (PE - 80 grade) PN-4 omplete with special flange compression type fittings. (Earth work in trenches to be measured & paid for separately) within all leads & lifts as per the directions and satisfactions of the Engieer-in-Charge.

110mm dia PN-4

125mm dia PN-4

140mm dia PN-4

Providing and supplying of Cast Iron Alfa Valve of following nominal bore heavy duty of Bir make of ISI-Marked as per per the directions and satisfactions of the Engineer-in-Charge.

110mm dia

125mm dia

140mm dia

Providing and fixing PVC water stopper seel of required size 300mm wide 4mm to 6mm thick within all leads & lifts as per the directions and satisfactions of the Engieer-in-Charge.

M/S JAGDEV SINGH PATHANIA GOVT CONTRACTOR

A.K. Traders

PRITAM CHAND