Pro Lift water Supply to village Thathar, Baldian, Dhaneti and Dehrian in Tehsil Fatehpur District Kangra HP

Amount

Transportation of Rig along-with allied accessories etc.complete including erection and levelling at site through all kind of roads,approaches field etc.in all leads and lifts upto site of work complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Drilling of bore as per specifications laid down in IS-2800-1991(Part-I) with uptodate ammendments,if any;with Rotary Rig or combination drilling Rig starting with 650-600mm.dia M.S.Pipe reduced to 500-450mm.dia M.S.pipe confirming to IS-4270-2001 with uptodate ammendments,if any in all kinds of soils,boulders,rocks, collapsible strata,saturated soil, artesian conditions including the cost of all consumables,stores, water, fuel, lubricants and other accessories etc.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Drilling and lowering of M.S.casing pipes 650-600mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 0 to 30 Metres below ground level complete in all respect within all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.

Drilling and lowering of M.S.casing pipes 600-550mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 30 Metres to 60 Metres below ground level complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Drilling and lowering of M.S.casing pipes 550-500mm. Dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 60 Metres to 90 Metres below ground level complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Drilling and lowering of M.S.casing pipes 500-450mm. Dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 90 Metres to 150 Metres below ground level complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Collection,preservations and display of suitable size sample box with top lid and locking arrangem,ent till handing over of the Tube-Well to the Department complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Supply and lowering of IS-Marked "Electric Resistance Welded Mild Steel Blind Pipe 300mm.nominal size housing, 8mm. thick having outside diametre 323.9mm. Bevelled edge confirming to IS-4270-2001 (Plain ended) with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length,welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings,threading and welding of pipes etc.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing febrication & Lowering of MSERW pipe 300 mm dia MS Slotted Pipe 300mm.nominal size housing, 8mm. thick having outside diametre 323.9mm. Bevelled edge confirming to IS-4270-2001 (Plain ended) with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length should have 1600 slots per Metre as per IS-8110:1985 of 75x1.57mm.slot size, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc.including cost of all cuttings,threadings and welding of pipes etc.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing M.S.Taper/Reducer as per lengths approved by the Engineer-in-Charge. The material of M.S. taper/reducer shall be equivalent to prevent pipe material and shall conform to Chemical composition as per Clause-5.2 and Mechanical properties as per Clause-6.1 and Table-1 of IS:4270-2001 with uptodate ammendments, if any, complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Supply and lowering of IS-Marked Electric Resistance Welded Mild Steel Blind pipe 200mm.dia nominal size housing, 6.4mm.thick having outside diametre 219.1mm. Bevelled edge confirming to IS-4270-2001 (Plain ended) with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embedded in foundation etc. including cost of all cuttings, threadings aqnd welding of pipes etc.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing febrication & Lowering of MSERW pipe 200 mm dia MS Slotted Pipe 200mm.dia nominal size housing, 6.4mm.thick having outside diametre 219.10 mm.Bevelled edge confirming to IS-4270-2001 (Plain ended) with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length pipe should have 1040 slots per metre as per IS-8110:1985 of 75x1.57mm.slot size, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc.including cost of all cuttings, threading and welding of pipes etc.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing of M.S.centralized guides at suitable spacing for each Tube-Well as per IS-226-1991 with uptodate ammendments, if any complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Supply,lowering,fixing and lowering in position IS-Marked Mild Steel bail plug of 200mm/330mm. Diametres with 'U' hooks as per IS-2800-1991 with uptodate ammendments,if any complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing,fikxing and lowering in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole as required complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Supply and packing of gravel consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than 2% by weight of thin flat or stangated pieces shall be of sub rounded grains with minimum anuglar features of size 2-3.35mm.shall be free from impurities such as; shafe,shale mica, felspar, clay, sand, dit loam haematite and organic materials as per IS-4097-1967 with uptodate ammendments, if any arround intake of Tube-Well with minimum thickness of shroud around screen generally 100mm. to the entire depth of the bore as per IS-2800(Part-I):1991 with uptodate ammendments, if any, complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Development of Tube-Well by backwashing method with Air Compressor of minimum 750CFM capacity Pumping pipe of 200mm. Size and Air line of minimum 65mm size or with other suitable method, till the Well is thoroughly developed as per Clause-4.2 of IS-11189:1985, with upto date ammendments, if any; complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Development of Tube-Well by continuous over Pumping method with V.T.Pumps/Submersible Pumps of suitable capacity not less than double the discharge established by the Compressor method/design discharge, untill the well sand free as per IS-11189:1985 with uptodate ammendments, if any; complete in all respect as per the directions of the Engineer-in-Charge. The draw-down and discharge to be established by running the VT/Submersible pump continuously for 8 Hours in the presence of the officer not less than the rank of the Assistant Engineer.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Testing the vertcality of the Tube-Well as per Clause-4.3 of IS-2800(Part-II)-1979 with uptodate ammendments, if any, using plumb or plunger 6mm.smaller in dia within the inside diameter of the Well casing. The result of the verticality test shall be recorded on proforma shown in Appendix-A of IS:2800(Part-II)-1979 with uptodate ammendments, if any.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Dismentalling of Rig or other allied, accessories after complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Civil Work Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work, jumper work.blasting work in hard rock and soft rock by chieselling where the blasting work is water with in all high stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth with complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the 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 complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

R.R. masonery/polygonal rubble masonery (uncoursed/brought to course)with hard stones of approved quality in foundation and plinth including level-ing up with cement concrete 1 :6:12 ( 1 cement :6 graded stone agg. 20mm nominal size) at plinth level in cement mortor 1:6 ( 1cement :6sand) complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing form work with steel plates 3.15mm thick welder with angle iron wit frame 30*30*5mm so as to give a fair finish I/c centering shuttering strutting and propping etc. with wooden battons and ballies, height of propping and below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situreinforced concrete and plain concrete work in :-

Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness including complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Beams, cantilever Girders & lintals sides & soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth in all height of floor complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Edges of slabs and breaks in floor and walls under 20 cm wide complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:-

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Ist.Class brick work using common burnt clay building bricks in super structure above plinth level upto floor two level in C.M.1 :6(1Cement:6 Sand) complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in Cement Mortor 1:4(1cement:4sand)conventiohal brick first class complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of 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 complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Profile-A

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 complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of 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 complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing MS tower bolts barrel type with screws etc. complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.. (200mmX10mm)

Providing and fixing MS handles with screws etc.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.(100mm dia)

Providing and fixing MS sliding door bolts withnuts and screws complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.(250mmX16mm)

Providing and fixing MS Hooks & eyes with screws etc. complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge. (150 mm)

Supply and fixing glass panes with putty and nails including removal of broken glass panes wherever necessary (Plain glass 4mm.thick) not less than 10 kg/ sq mtr. complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

6mm.thick cement plaster in ceiling in cement mortar 1:3(1 Cement:3 Sand) complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

15mm.thick cement plaster in single coat on fair side on brick/concrete/stonewalls for interior plastering upto floor two level including arrises,internal roun-ded angles,chamfers and/or rounded angles not exceeding 80mm.in girth ingirth and finished even and smooth in cement mortar 1:6(1 Cement:6 Sand) complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

20mm.thick cement plaster in single coat backing coat 10mm.and finishing coat 10mm.thick on fair side of bricks/stone masonry walls for interior plastering upto floor two level including internal rounded angles,chamfers and or rounded angles not exceeding 80mm.in girth and finished even and smooth in cement mortar 1:6(One Cement:Six Sand) complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Pointing on brick work with cement mortar 1:3 (1 cement :3 Sand) raised and cut pionting complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Precast terrazzo tiles hydroulic compressed 20mm. thick with marble chips of specified sizes) fixed on wall on 10mm.thick cement plaster 1:3(1 Cement:3 Sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles(wherever requied including rubbing and plishing complete with tiles of following shades complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3(1 Cement:3 Sand) over a 12mm layer of cement mortar 1:3(1 Cement:3Sand) and finished neat complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing on wall face C.I.rain water pipes including fitting the joints with spun yarn and cement 1:2(1 Cement:2 Sand) 100mm.dia. complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge..

Providing and fixing M.S.holder bat clamps of approved design to C.I.or SCI pipes embedded in and including cement concrete blocks 10x10x10cm.of 1:2:4 mix.(1 Cement:2 Sand:4 graded stone aggregate 20mm.nominal size)and cost of cutting holes and mixing good the wall etc.100mm.diameter for CI pipe complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing on wall faces C.I.accessories for rain water pipes includeing filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2(1 Cement:2 Sand) C.I.Plain bend 100mm.dia. complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing plinth protection 50mm.thick in cement concrete 1:3:6(One Cement:Three Sand:Six graded stone aggregate 20mm.nominal size)and complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

White washing with lime on undecorated wall surface(Two coats) to give an even shade including throughly brooming the surface to remove all dirt,dust and mortar other foreign matter with complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Distempering with dry distemper of approved brand and manufacture (Tow coat and of required shade on undecorated wall surface to given an even shade over and including primer coat of whiting after thoroughly brushing the surface free from mortor dropping and other foreign matter complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Hirmachi Colour wash on undecorated wall surfaces(two Coat) to give an shade including throughly brooming the surface to remove all dirt, dust,mortar drops and other foreign matter complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Cement washing with port-land cement slurry on undecorated wall surfaces (One coat) to give a smooth bodied opaque finish including thoroughly brooming the surface to remove all dirt,dust mortar drops and other foreigh matter complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Applying priming coat over new steel and other metal surface after and including preparing the surface by throughly cleaning oil,dirt and other foreign matter and coursed with wire brushing fine steel wool scrapers and sand paper complete with ready mixed paint brushing red lead red oxide/Zinc oxide chrome complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Painting two coats(exclluding priming coat on new steel other metal surface with enamel paint brushing into give an even shade including cleaning the surface of all dirt,dust and other foreign matter enamel paint other than white complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Applying priming coat over new wood and wood based surfaces after and including preparing the surfaces by throughly cleaning oil,grease,dirt and other forein matter and papering and knotting ready mixed paint brushing wood primer pink complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Painting two coats(excluding priming coat) over new wood and wood based surfaces with enamelled paint to give an even shade including cleaning the surfaces of all dirt,dust (a) with enamel paint other than white complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor level.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing M.S.fan clamp 16mm.dia M.S.bar bent to 'U' shape. with hooked ends in R.C.C. slab during laying including painting the exposed of loop all as per standared design complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

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

Steel work welded in built-up section,trusses and framed work included cuttings hoisting,fixing in position and applying a priming coat of red lead paint in beams,joists,channels,angles,tees flats with connecting plates or angle clear in main and cross beam,hip and jack rafters,purlins,connected to common rafters and the like complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the 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) complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Supply and fixing of galvanised steel barbed wire(IS-278-1962 Type-I)weighting 9.38Kgs./100 Metres(minimum) streining and fixing to any type of standard rails,straining bolts including securing with and position of galvanised mild steel wire,staples, or steel pins etc.as directed(post and struts of wood concrete,steel etc.and streining bolt shall be paid for separately) complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

CoConstruction 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 with complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Storage Tank Construction of RCC over head tank 120000 ltr cap., with 10.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, outlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge. i. Inlet pipe - 100 mm dia ii. Outlet pipe - 100 mm dia iii. Scour pipe -100 mm dia

Construction of RCC over head tank 50000 ltr cap., with 5.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, outlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge. i. Inlet pipe - 80 mm dia ii. Outlet pipe - 80 mm dia iii. Scour pipe -80 mm dia

Pumping Machinery (Submersible) Supply of submersible pumping set of KSB/Kirloskar/Kilburn/Clama/Crompton/KSB/BS make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacurer standard) conforming to BIS; 9283-1979 (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 & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:- (2set) Location of site :-The site is located at a distance of 35 Kms.from Pathankot Railway Station. The altitude of place in which :-Altitude of place is 435 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) Depth of Well Assembly :- 150.00 Metres. L.W.L.in Tube-Well :- 440 Metres Maximum draw down :- Metres Centre line level of pump :- 440 Metres Discharge level of highest point:- 548.45 Metres Nos.of Pumps required :-2 No.Pump (one will act as standby) Capacity :- 6.78L.P.S. for each pump Total head in Metres :-126.63 Metres Length of Rising Main :- 863 Metres Dia of Rising Main :- 100 mm dia GI Medium Class 4.50 mm thickness No.of working hours per day : 8.00 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 :-16 Hours continueously for 7 days. 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 Hours continueously for 7 days.

Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for centrifugal pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 1 nos. pump of rating 25 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users.Repeated Make complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Supply of Kirloskar/ Kilburn/Leader make Cast cast iron class PN 1.6 doubble flanged swing check type reflux valve having bye pass arrangement ( equal to dia of rising main i.e. 100 mm shall be suitable for withstanding nominal seat presure of 16.32 Kg/Cm2 as per BIS 15312-1984 latest edition complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles ,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

On supply side of 3½ core coper cable 10.00 mm^2 ( From HPSEB Meter to Switch & Starter).

On motor side 3 core flat joint less copper cable of size 6.00 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply of standarad make 100 mm dia 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.complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

P/L G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Coloumn Assembly ------ mm dia ( GI medium class) (dia and size will be specified by the tenderer)

Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Errection of all equipments including cost of tees, bends tapers & any other fittings required as per site conditions complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Rising Main Laying, jointing and testing in trenches with circumfrential butt welded joints by electrical are welding (welding thickness shall be equal to pipe wall thickness) steel flanged pipes after every 5th of pipe of following diameter. Conforming to IS 1239-1990 (Part-II), having walll thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers, all short pieces, etc. as per site requirement made from parent tubes. Earth work in trenches and will be measured and paid for separately and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in ex cavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L& T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatement by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints. complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge.

100 mm dia GI. (Medium Class) Table-17

100 mm dia GI. (Medium Class) Table-5

Distribution System Laying, jointing and testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, confirming to IS :1239 of make & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and making connection complete in all respect with in all leads and lifts as per the directions and to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately)

20 mm dia (Light Class)

25 mm dia (Light Class)

32 mm dia (Light Class)

40 mm dia (Light Class)

80 mm dia (Light Class)

Dogra Construction Company Pvt Ltd

M/S Sharma Enterpirses