Providing functional house hold tap FHTC connection in village Charoor Kharol etc through proposed LWSS Chiroor Kharol in Tehsil Indora Distt Kangra

Amount

Excavation in foundation for digging well in dry excavation from ground level upto the level, where well curb is placed from natural surface to 1.50 metre depth as directed by the Engineer –in-charge in all leads and lifts.

Wet Well sinking gravel including all pumping,soring etc.

From spring level to 3.00 mtr. Depth

From spring level to 3.00 metre to 6.00 metre depth.

From spring level to 6.00 metre to 9.00 metre depth.

Steel work in single seciton including cutting hoisting fixing in position and applying priming coat in RS joints within all leads and lifts as per direcstion of E-in-charge

Lowering of well crub complete in all respect as per directed by the Engineer-in -Charge in all leads and lifts.

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 work in:-

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

Column.pillar & post upto floor two level

Providing and laying no fine concrete work 1:4(1cement: 4 graded stone aggregate ) excluding the cost of form work complete in all respect as per directed by the 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:

In vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like i/c entire carriage of materials within all leads and lifts as per the direction of Engineer-in-charge

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.

Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.

Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.

Edge of slab and break in floor 20 cm wide

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

S.R masonry coursed with hard stone of approved quality in foundation and plinth racking out joint in CM 1:4 (1cement:4sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Above NSL/GL

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)

Providing, laying cement concrete 1:4:8(1cement:4sand:8graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Ist. class brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:4(1cement:4sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing cast iron man hole cover 500mm internal dia meter including frames weighting 116 kgs (The weight of cover 58 kg and the weight frame 58 kg) within all leads and lifts as per the direction of Engineer-in-charge.

Providing 200 mm wide CI rungs with chequered ribbed non slip surface including fixing in structure with 200x200x100 mm cement concrete 1:3:6 ( 1cement;3sand:6gradedstone aggregate 20 mm nominal size)

Boulder/stone filling dry hand packed tightly complete under lean concrete to prevent the entry surface water complete in all respect as per the direction of the Engineer-in-Charge.

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

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 within all leads and lifts as per the direction of Engineer-in-charge.

R.R. masonery/polygonal rubble masonery (uncoursed/brought to course) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 ( 1 Cement : 6 graded stone agregate 20 mm nominal size ) at plinth level in cement mortar ( 1:6) 1Cement : 6 Sand)

Ist. class brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6(1cement:6sand) complete in all respect within all leads and lifts as per the direction of 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

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

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.

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.

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

I) 200mmX10mm

Providing and fixing anodized aluminium .handles with screws etc. complete.

I)100mm dia

Providing and fixing anodized aluminium sliding door bolts withnuts and screws complete I) 250mmX16mm

Providing and fixing MS hooks & eyes with screws etc. complete.

I)150mm dia

Providing fixing glass panes with putty & nails including removal of broken glass pones whereever necessary( Plain glass 4 mm thick)

6 mm thick cement plaster in CM 1:3( 1cement 3 sand in roof slabs

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)

Pointing on brick work with cement mortar 1:3 (1cement:3sand).complete in all respect within all leads and lifts as per the direction of Engineer-in-charge. (Cut pointing)

Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing on wall face CI rain water pipe including fitting the joints with spun yarn & cement 1:2 ( 1Cement : 2 Sand ) 100 mm dia within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing MS holder bat clamps of approved design to CI or SCI pipes embedded in and including cement blocks 10x10x10 cm of 1:2:4 mix( 1cement :2 Sand :4 graded stone aggregate 20 mm size and cost of cutting holes and mix good the wall etc 100 mm diae within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing on wall faces CI accessories for rain water pipes including fitting the joints with spun yarn socked in neat cement sullry and cement mortar 1:2 ( 1Cement : 2 Sand ) 100 mm dia within all leads and lifts and as directed by the Engineer-in-charge.

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

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.

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 a

Hirmachi colour wash 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.

Cement washing with port land cement slurry on undecorated wall surfaces(onecoat) to give a smooth bodied opaque fnish I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.

Applying priming coat over new steel & other metal surface after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete: with ready mixed priming paint brushing red lead, Red-oxide/zinc oxide chrome as per the satisfaction of E-in-charge.

Painting two coats (escluding priming coat) on new steel and other metal surfaces with ready mixed paint acid resisting brushing to give an even shade including cleaning of all dirt, dust and other foreign matter as per the satisfaction of E-in-charge.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other foreigm matter

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

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.

Steel work in single seciton 65x65x6mm including cutting hoisting fixing in position and applying priming coat in RS joints within all leads and lifts as per direcstion of E-in-charge

Supply and fixing galvanised steel barbed wire (IS:278-1962 type-I) weighting 9.38 kg per 100 mtr (minimum) straining and fixing to any type of standard rails, straining bolts 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 bolt shall be paid for separately) complete in all respect within all leads and lifts as per direction of E-in-charge.

Construction of RCC Over ground tank 60000 ltr cap., bottom of slab comprising of inlet, 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 ground 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 upto the entire satisfaction of Engineer-in-charge.

Inlet pipe - 80 mm dia

Outlet pipe - 50 mm dia

Scour pipe - 50 mm dia

Construction of RCC Over ground tank 40000 ltr cap., bottom of slab comprising of inlet, 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 ground 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 upto the entire satisfaction of Engineer-in-charge.

Inlet pipe - 50 mm dia

Outlet pipe - 50 mm dia

Scour pipe - 50 mm dia

Supply of submersible Pumping Set of BS/SABAR/LUBI/Calama/KSB/Crompton/SU/Johnston conforming to IS-8034-1979(Latest) suitable for clear water fitted with bronze Impellers or suitable alloys directly cooupled to squirrell cage electric Induction Motor of same make as that of Pump conforming to IS:9238-1979(Latest with uptosate ammend-ments) and totally water proof for Submersible duty,isolated from the pump by intermediate casing with doubleMechanical seal in oil chamber,grease packed lubricated bearings and provided with stainless steel thrust bearingplate 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 gaugeetc. The Pump shall be suitable for operation on data given below:-

Location of site :-The site is located at a distance of 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)

Depth of Well Assembly :10 Metres.

L.W.L.in Collection Tank :- Metres

Maximum draw down :- Metres

Centre line level of Pump :- 75.15 Metres

Discharge level of highest point:-188.15Metres

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

Capacity :- 1.64L.P.S.

Total head in Metres :- 143.07 LPS

Length of Rising Main :- 2730 Metres

Dia of Rising Main :-65mm.dia G.I..pIpe,

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 Hours continueously for 7 days.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump (and clasas PN 1.6 1and shall be suitable for withstanding nominal seat pressure of 10.20_Kgs.cm<2)conforming to IS: 780-1984(P-1)

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing check type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 65mm.& class PN 1.6 shall besuitable for withstanding nominal seat pressure of 10.20Kgs./Cm<2).conforming to IS: 5312-1984

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing check type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 65 mm.& class PN 1.6 shall besuitable for withstanding nominal seat pressure of 10.20Kgs./Cm<2).conforming to IS: 5312-1984

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable 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.upply side 2.5 mm Squaretrenches under floor. The type & make will be subject to approval of HPSEB.authorities. In case of

Providing and laying PVC.jointless flat water proof cable 2.5 mm 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 non-acceptance by HPSEB.authoirity,it shall have to be replaced by the tenderer free of costmotor side 2.5 mmSqr.

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 and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with uptodate 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.Switchesconforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer).( 2x4=8)

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 100mm.dia and common header 100mm.dia G.I.Pipe Confirmng to IS-1239 or MSERW pipe 4.80mm.thick conforming 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 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.

50 MM DIA

65 MM DIA

Erection of all equipments from S.No. 50 to 53 and 54 including cost of tees, bends,tapers and any other fittingsrequired as per conditions and as per directions of the 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 65 mm dia (Medium class) duly flanged to be welded after 66 mtr. ,interval of 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)

65 MM DIA

Providing welding & fixing of MS flanges cinfirming to IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts. ( MS Flanges to be welded after 66 metre interval of pipe)

RD-00 TO RD -1170 =1170 (TABLE-28) 65 mm dia

RD-1170 TO RD -2220 =1050 (TABLE-17) 65 mm dia

RD 2220 TO RD 2730=510(TABLE-5)65 mm dia

Providing circumferential butt welding joints MSERW 65mm dia two layer on each end of welding using 3 mm and 4 mm dia electrodes after levering the pipes ends according to relevant ISI specification and entire satissfaction of the Engineer -in-Charge including all leads and lifts.

RD-00 TO RD -1170 =1170 (TABLE-28) 65 mm dia

RD-1170 TO RD -2220 =1050 (TABLE-17) 65 mm dia

RD 2220 TO RD 2730=510(TABLE-5)65 mm dia

ASHOK KUMAR

sadeep kumar