Providing Lift Water Supply Scheme to Village Chamdhar in Tehsil Ramshehar Distt Solan HP

Amount

Cutting in earth work and disposal of excavated earth in all kind of soils complete in all respect with in all leads & lifts as per the direction of the Engineer-in-charge.

Excavation work by mechanical means ( Hydraulic excavator)/Manual means in foundation trenches, drians etc. upto all depths in all kind of soil such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/hard rock upto all leads and lift, stacking the excavated soil not more than 3 m clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth side of foundation etc. consolidating each deposited layers by ramming and watering and then deposing of all surplus excavated earth complete in all leads & lifts including carriage of materials complete in all respect and as per the direction and to entire satisfaction of the Engineer-in-charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, in all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil in all leads and lifts in all kinds of soil complete in all respect and as per direction and to entire satisfaction of the Engineer-in-Charge.

Earth work in foundation for digging well in all kinds of soil from gound level upto the level where well curb is placed, inculding depositing soils in 20 meter radius and filling space ourside the well with gravel after completion.

Wet well sinking in gravels including all pumping, shoring etc. and as per the direction of Engineer-in-charge.

From spring level to 3.00 mtr. below S.L.

Exceeding 3.00 metre but up to 6.00 metre below S.L.

Exceeding 6.00 mtr. but upto 9.00 metre below S.L.

Exceeding 9.00 mtr. but upto 12.00 metre below S.L.

Steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of iron oxide paint :- in gratting, framed guard bar, ladders, railing brackets and similar works in all leads and lifts and as per direction of Engineer-in-Charge.

Lowering steel well curb in the pit and assembling in position when depth is upto 3.00 mtr. from G.L. complete in all respect, including all leads and lifts & as per direction of Engineer-in-Charge.

Lowering steel well curb in the pit and assembling in position when depth is more than 3.00 mtr. from G.L. complete in all respect, including all leads and lifts & as per direction of Engineer-in-Charge.

Providing and laying in position machine batched and machine mixed design mix of M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability in all leads and lifts and as per direction and to entire satisfaction of Engineer-in-charge. (In walls & floor of RCC Tanks) (Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).

All works upto plinth level.

All works above plinth level upto floor V level.

Providing & Laying no fine cement concrete 1:4 (1cement : 4 stone aggregate) complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.

Centering and shuttering including strutting, propping etc. and removal of form for all heights in all leads and lifts and as per the direction of Enginee-in-charge.

Walls (any thickness) including attached pillasters, buttresses,plinth & string courses & the like.

Suspended floors, roofs,landings, balconies and access platform. With water proof ply 12mm thick. & string courses & the like.

Lintels,Beams, plinth beams, girders , bressumers and cantilevers. With water proof ply 12mm thick .

Edges of slabs and breaks in floors and walls Under 20 cm wide Details of cost for a 3mx3m slab 15cms thick 12m edge Length

Providing form work of ordinary timber plankings so as to give a rough finish including centering ,shuttering, strutting, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:-

Arches, domes, vaults up to all span in all leads and lifts.

Placing steel reinforcement for RCC work including straightening, cutting, bending,binding and placing in possition complete above plinth level, thermo-Mechanically Treated bars of grade- Fe-415/Fe-500 D complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.

Ist class Brick work with common brunt clay F.P.S. ( non modular) bricks of class designation 7.5 in foundation and plinth in cement mortor 1:4 ( 1 cement: 4 course sand) complete in all respect in all leads and lifts & as pe direction of Engineer-in-charge.

Ist class Brick work with common brunt clay F.P.S. ( non modular)bricks of class designation 7.5 in foundation and plinth in cement mortor 1:6 ( 1 cement: 6 course sand) complete in all respect in all leads and lifts & as pe direction of Engineer-in-charge.

Ist class Brick work with common brunt clay F.P.S. ( non modular)bricks of class designation 7.5 in superstructure ( above NSL/GL) in cement mortor 1:6 ( 1 cement: 6 course sand) complete in all respect in all leads and lifts & as pe direction of Engineer-in-charge.

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 ( 1 cement : 6 fine sand ) complete in all respect in all leads and lifts & as pe direction of Engineer-in-charge.

Providing and laying in position cement concrete of 1:3:6 ( 1 cement : 3 course sand :6 graded stone aggregate 20mm nominal size excluding the cost of centering and shuttering- complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Providing and laying in position cement concrete of 1:3:6 ( 1 cement : 3 course sand :6 graded stone aggregate 40mm nominal size excluding the cost of centering and shuttering- complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Prov. and fixing MS Man hole cover of size of 600x600 mm made up of 3.15 mm thick plain MS sheet fixed in angle iron frame , frame of 50x50x5 mm supported with MS flat of 50x5mm at center of sheet including fising hold fast, hinges and lock arrangement and lock of medium size etc complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Providing 200 wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200x200x100 mm in cement concrete 1:3:6( 1 cement : 3 course sand :6 graded stone aggregate 20mm nominal size complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Supplying, filling, spreading & levelling stone boulders of size 5 cm to 20 cm, in recharge pit, in the required thickness, complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortor ( 1 cement :3 fine sand) complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Providing and laying in position machine batched and machine mixed design mix of M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability in all leads and lifts and as per direction and to entire satisfaction of Engineer-in-charge. (In RCC Slab/Domes of Tank & Pecolation well) (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).

All works above plinth level upto floor V level

Providing and laying in position machine batched and machine mixed design mix of M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability in all leads and lifts and as per direction and to entire satisfaction of Engineer-in-charge. (In Dyke) (Note :- Cement content considered in this item is @ 320 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).

All works upto plinth level.

Providing and laying cement concrete work 1:4:8 (1cement:4sand: 8 graded stone aggregate 40 mm nominalsize)and curing complete excluding cost of form work in foundation and plinth including all leads and lifts and as per the direction of Engineer-in-charge.

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

Providing and fixing pressed steel door and window frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface, in all leads anf lifts and as per direction by Engineer-in-charge:

Profile-"A".

Profile-"B".

Providing and fixing 1 mm thick M.S. sheet slidings hutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and Tiron guide at the top and bottom respectively, including applying a priming coat of approved steel primer complete in all respect in all leads and lifts and as per the direction of Engineer-in-charge.

Filling in plinth with sand under floors including watering ramming consolidating and dressing complete in all respect in all leads and lifts and as per the direction of Engineer-in-charge.

Cement concrete flooring 1:2:4(1 cement:2 course sand:4graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick complete in all respect in all leads and lifts and as per the direction of Engineer-in-charge.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS : 13592 Type-A, including jointing with seal ring confirming to IS: 5382, leaving 10mm gap for thermal expansion, (I) single socketed pipes. complete in all respect in all leads and lifts and as per the direction of Engineer-in-charge.

Providing and applying Birla white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Distempering with oil bound washable distemper of approved brand and manufacturer to give an even shade: New work ( two or more coats) over and including water thinnable priming coat with cement primer complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Finishing with Delux/Apex multi surface paint system for interior and exterior using primer as per manufacturers specifications: Paintin wood work with Delux multi surface paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture complete in all respect and as per direction of Engineer-in-charge.

Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 course sand :6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

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

Providing and fixing M.S. fan clamp type-I or II of 16mm dia MS bar, bent to shape with hooked ends in RCC slabs or beams during laying ,including painting the exposed portion of loop, as per standard design complete in all respect and as per the direction of Engineer-in-charge.

Providing and fixing M.S. grill of required pattern in windows frames of windows etc. with MS flats square or round bars with round headed bolts and nuts or by screws.(plain grill ) fixed to opening/wooden frames with rawlplugs screws etc. complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Providing and Placing on terrace (at all floor levels) polyethylene water storage tank IS: 12701 marked of suitable capacity, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base suport for tank complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Providing and fixing vitreous china wash down water closet squatting pan (Indian Type WC pan) size 580mm ( earth work ,bed concrete, foot rest and tap should be measured and paid for seprately ( Orissa Pattern) complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Providing and fixing high pressure PVC spigot and socketed, waste and ventilating pipes ISI marked i/c fixing with approved adhesive etc. complete in all respect. 110 mm dia complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Providing and fixing PVC trap of self cleaning design with screwed down or hinged grating with or without vent arm complete ,including cost of cutting and making good the walls and floors 100mm inlet and 100mm outlet complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Providing and fixing brass bib tap ( superior or heavy type) of 15mm dia completed in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Providing and fixing Chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, i?c fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per the direction of Engineer-in-charge. Internal work exposed on wall complete in all respect including all leads and lifts and as per direction of Engineer-in-Chrage.

Laying, jointing, testing and commissioining at site in trenches of following plian ended/screw & socketed GMS pipe of following diameter, class as under conferming to IS 1239- part -I or latest upto date amendments having wall thickness as specified below. The pipes shall be embeded and suitably anchored in walls of RCC tanks by welding etc. complete in all respect and as per the direction of Engineer-in-charge. (earth work to be measured and paid for separately).

Outlet pipe:- 100mm dia M.G.

Inlet pipe i/c by pass :80 mm dia M.G.

Scour pipe:- 100mm dia M.G.

Inlet pipe i/c by pass :65mm dia M.G.

Providing and fixing double flanged C.I. Sluice valve (with hand wheel) of following diameters as per IS:14846-2000 or latest upto date amendments of Class PN-1.0 capable of withstand in normal seat pressure of 10.20 Kg/cm² including champion sheet gasket 3mm thick, welding with M.S. flanges of Flange Table-5 as per IS 6392-1971 including required numbers and size of nuts and bolts conferming to BIS 1364 (with upto date amendments) including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

C.I. Valve 65 mm dia

C.I. Valve 80 mm dia

C.I. Valve 100 mm dia

Providing and fixing 0.60 m high ventilation arrangement in 500mm dia in centre at top of dome with 6 Nos. 20mm MS square bar duly welded in the bottom. The circular frame at bottom edge should be properly welded with reinforcement bar of Dome. The circular ventilation frame should be enclosed with mosquito proof wire mesh. Roofing over ventilation should be provided with Plain galvanized sheet after fixing it with sloped bar so as to avoid rain water inside the tank complete in all respect in all leads and lifts and as per entire satisfaction of Engineer in charge.

Laying, jointing, testing and commissioning at site in trenches GMS pipe (Medium & Heavy grade) of following diameters for rising main/gravity main as under conferming to IS 1239 Part-I or latest upto date amendments, capable of withstanding required test pressure as prescribed in BIS code in random length of 5.5 to 6.5 meters including specials, short pieces, bends, reducers, tees etc. made from parent tube. The jointing of pipe sahll be done with butt welded joints, M.S. flanges are to provided in 1% of total joints and remaining 99% joints shall be provided with butt welded joints. The pipe end shall be bevelled suitable for butt welding conferming to IS 816-1969 or latest upto date amendments as aplicable to make joint leak proof in two layers at site of work with electrods as per IS 814-2004 or latest with up todate amnedments. The laying of pipes shall conferm to IS 5822-1994 or latest up to date amendments and shall include the cost of all operations such as cutting, welding, D.P. test of butt welded joints, jointing, making pipe bevelled for butt welded joints, fabrication of bends, tess, valves ets including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respect in all leads and lifts and to the entire satisfaction of the Engineer-in -charge.

100 mm dia GMS pipe ( Heavy class IS:1239) 5.40 mm thick

100 mm dia GMS pipe ( Medium class IS:1239) 4.50 mm thick

150 mm dia GMS pipe ( Medium class IS:1239) 4.80 mm thick

Providing and fixing M.S plate flanges of following dia @ 1% of total joints, confirming to following tables as per IS 6392- 1971 (Latest with upto date amendments) and welding of M.S. flanges with GMS pipe in three layers ( two layers on outer face and one layer on inner face) to make joint leak proof with required numbers and size of nuts and bolts conferming to BIS 1364 (with upto date amendments). The welding of flanges should conferm to IS 816-1969 with electrods as per IS 814-1994. ( The cost for laying and jointing of GMS pipe and butt welded joints to be measured and paid for separately). The thickness of gasket (Champion sheet) should not to be less than 3mm thick conferming to IS 2712-1998 or latest upto date amendments. The work shall be done to the entire satisfaction of Engineer-in-charge, complete in all leads lifts and carriage of materials at site.

100 mm dia Table-34

100 mm dia Table-28

100 mm dia Table-17

100 mm dia Table-5

150 mm dia Table-17

150 mm dia Table-5

Supply, erection, testing & commissioning of submersible / mono submersible for open well pumping set of reputed make such as KSB/BS/Johnston/Clama/SU/Kirloskar or any other State/Department approved make conforming to latest relevent BIS code. The pump should be fitted with free flow impellers of bronze /suitable alloy as per IS 14220 latest with up to date ammendments suitable for raw/clear water having greased packed bearings & shaft with bound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to a suitable submersible energy efficient motor of minimum efficiency level IE-2 of Kirloskar/NGEF/Jyoti / Crompton/BHEL/GEC/SIEMEN/ABB/Marthor and Platt make conforming to relevent BIS code compatible with pump with up to date ammendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber chamber & grease packed lubricated bearings & provided with stainless steel thrust bearing plate to withstand non 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. The pump set should include water level guard, errection clamps, cable clips & depth gauge etc. & suitable for operation on data given below:- (from percolation well to sump-well).

Total Head in mtrs (i/c depth of Column Pipe in case of t/well) : 85.56 mtrs

Capacity (in LPS) of each pump set. 13.16 Lps

Dia of R/Main (in mm) 150 mm

Dia of Column pipe (in mm) 150 mm

Length of R/Main. 720 mtrs.

a) SITE CONDITIONS:-

Location of Site:- GAMBHAR KHAD

The altitude of place in which the motor is intended to work:- 593 .00

Humidity:- Wheather generally remains humid during monsoon season

Nature of atmosphere:- As normally encountered in Shivalik Ranges

Detail of quality of water :- Clear cold water

Water free from sand or not:- yes

Water corosive or not:- Not

Turbidity :- 50 PPM

Type of well:- Percolation well

Inside Dia of Well:- 6.00

Depth of water during HFL in the pond:- 10.00

Max. draw down:- 3.00 (Metres)

Depth of Percolation well:- 10.00 (Metres)

Any other information or requirement:-

b) OPERATING CONDITIONS:-

Type of current:- AC three/single phase

Operating frequency:- 50 HZ

Rated voltage:- 400 (+/-) 10% volts

System of earthing if any to to be adopted:- Double loop earthing as per BIS 3043-1987 latest with upto date ammendments

Speed of revolution:- To be quoted by tenderer

Direction of rotation:- To be quoted by tenderer

No. of working hours per day:- 8 Hours

The max. Temp. of cooling air & water in the place in which the pumpset is intented to work in ordinary service:- Generally warm

C) MOTOR :-

Ref to BIS code:- BIS 9283-2013 read with BIS 14536-1998 or latest with upto date ammendments. Energy efficient motor with minimum eficiency level IE-2 as per IS-12615-2011

Type of enclosure of motor:- As per BIS 4691-1985 or latest with up to date ammendments

Type of duty:- "S1" i.e. Continuous duty type as per IS-12824-1989 or latest with up to date ammendments

Mechanical out put in KW:- Suitable for driving submersible pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover.

Class of insulation:- Class ~B~

Max.permissible temp. rise of motor reqd. if different from that given in B (viii) above:- To be specified by the tenderer

Particulars of test reqd. & where they are to be conducted:-. As per terms & conditions attached

Particulars as to whether voltage limiting device will be employed:-

(NOTE:- Star delta starter upto 37.5 KW & ATS for 37.5 KW & above)

Type of motor:- As per BIS 9283-1979 or latest with upto date ammendments

Details of shaft extension reqd:- To work with the pump offered

Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit:- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current.

Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & No.of starts during a specified period:- To work the pump offered

Where possible fault capacity of the system to which the motor is connected:- The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations

D) PUMPS:-

Nos of pumps reqd.:- 2 No. Pumps (One set working and one set to act as standby).

Spare parts required:- For two years normal maintenance as recommended by manufacturer.

Type of drive:- Electric induction motor

Optional fittings reqd.:-

e) PUMP OPERATING CONDITIONS:-

Capacity of each pump (in lps) :- 13.16 Lps

Total head (in Mts.) :- 85.56 mtrs.

If total head is not known then following details be provided:-

i) Static head (in mtrs):-

ii) Minimum depth of water (in mtrs) :-

iii) Seasonal Variation in water level (in mtrs):-

iv) Ground level to max. water level (in mtrs) :-

v) Ground level to delivery point (in mtrs):-

vi) Pressure in the suction tank (in kg/cm^2)-

vii) Pressure in the delivery tank (in kg/cm^2)

Length of R/Main (in mtrs):- 720 mts

Dia of R/Main (in mm):- 150 mm

Length of Column pipe (in mtrs):- 7.00 mtrs.

Dia of Column pipe (in mtrs) 150 mm

Turbidity of water (in ppm):- 50 PPm

Drive type:- Electric driven

Limits of total head in which the pump is reqd. to operate:- (-) 15% to (+) 10% of total head.

Suction/delivery size of pump:- To be specified by the tenderer

Efficiency of pump at To be specified by the tenderer

a) duty head as on item no 51.01 85.56 m

b) (+) 10 % head as on item no 51.01 94.12 m

c) (-) 15 % head as on item no 51.01 72.73 m

Material of construction:- To be specified by the tenderer (manufacturers certficate to be appended)

a).Providing and fixing at site of Kirloskar/ Leader make of suitable size cast steel double flanged sluice valve & size one size larger than the nominal dia of delivery size of pump or equal to dia of column pipe (in case of tube well) and capable of withstanding nominal seat pressure as mentioned in item No.51.01 + surge pressure conforming to API standards with up to date ammendments for delivery line of pump . The class of valve shall be ASA-150 Confirming to API 600 specifications.

b).Providing and fixing at site of Kirloskar/ Leader make of suitable size cast steel double flanged swing chech reflux valve having bye pass arrangement & size one size larger than the nominal dia of delivery size of pump or equal to dia of column pipe (in case of tube well) and capable of withstanding nominal seat pressure as mentioned in item No.51.01 + surge pressure conforming to API standards with up to date ammendments for delivery line of pump. The class of valve shall be ASA-150 confirming to API-6D specifications.

a).Providing,laying,jointing & testing at site suitable size copper PVC insulated armoured power three & half core cable ( form meter of HPSEB TO CIRCUIT BREAKER) conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ICC/ EICO/National /IEC make from meter of HPSEB to circuite breaker & from circuite breaker to bus bar switch & starter (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. (30 Rmt.). The size of cable shall be 16 mm square (for 2 job length of cable 2x30=60 mtrs).

b).Providing,laying,jointing & testing at site PVC jointless flat water proof cable ( for Motor Side ) as per BIS 694-1990 (latest with up to date ammendments) suitable for the pump sets offered from circuite breaker to motor & motor to starter including all other electrical equipments such as thimbles, flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches. 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. (2x7=14 Rmt.) The size of cable shall be 10 mm square (for 2 job length of cable 2x14=28 mtrs).

c) Providing and laying double loop earthing with Copper/ G.I plate 600 x 600 x 3 mm 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 ammendments suitable for above motors & other electrical equipments.

Supplying and fixing of 100mm dia circular dial pressure gauge of suitable range & standard make such as Fiebeg/Bourden/ Precision/PREGA with all accessories such as stop cock,copper tubing etc.conforming to BIS 3624-1987 or latest with up to date ammendments.

Providing and lowering in position at site of GMS( MG) column pipe assembly of size as indicated in item 51.04 including MS Flanges of table - 5 capable to withstand nominal pressure as mentioned in item no. 51.01 & confirming to IS 6392-1971 with up to date ammendments including the cost of rubber /asbestos gasket of maximum 3 mm thickness as per IS: 2712 -1979 and required numbers of nuts and bolts as per IS 1364 -1983.The column pipe should be provided & lowered as per the direction of engineer incharge. The same shall be of suitable thickness, grade & specification capable of withstanding minimum1.5 times the total presure as indicated in item no. 55.01 unless otherwise specified properly jointed at every three mtrs including all neccessary accessories like increaser/ reducer , flanges ,tees, bends etc.including supporting clamps ( 2 Nos ) at the top of assembly and i/c cost of jointing of column pipe with R/Main with additional line of delivery pipe of approximate length 10 mtr as per the direction of engineer-in charge (8.00+10.00=18.00 Rmt.) say = 20 mtrs. (for 2 parallel riser pipes=2x20 =40 mtrs.

Providing and fixing double flanged suction, delivery pipe and common header pipe considering site requirment, NPSH required and avialable and common header having area equal to two times the area of delivery branch of pump including tapper, flanges, rubber gasket 3mm thick as per BIS 2712-1978 nuts and bolts as per 1364-1983 and special upto five metre away from the outer wall of pump house as per layout drawing approved by Engineer in Charge. The delivery and common header pipe shall be capable of withstanding minimum 1.5 times of total pressure as indincated in item no 51.01 total dynamic pressure plus surge pressure which ever is more. The size of suction pipe shall be one or two sizes larger than the suction size of the pump such that velocity of flow in suction pipe is not more than 1.50 metre per second and delivery pipe shall be of size one size larger than nominal delivery size of pump i/c cost of jointing delivery pipe and common header with rising main complete in all respect. Size of piping work shall be 80x80x100mm (Delivery pipe, Suction pipe and common header pipe). The common header pipe shall be of GMS (MG) pipe conferming to BIS 123 part-I or latest with upto date ammendents. MS plate flanges to be used on suction side shall be FT-5 and MS plate flanges to be used on delivery side shall be of FT-5.

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Pumping Machinary Centrifugal:- Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single,/Multistages centrifugal pumps of standarad make such as KSB/ Mather & Platt/ Jyoti / Kirloskar/ Beaconweir /BS & BE conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear raw water having charters tics as mentioned in item 52.01 to 52.15 as under, with impelleres,casing ring, priming funnels & 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 of cast steel /Mild steel to BHEL /Kirloskar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof energy efficient three phase induction electric motor having minimum energy efficiency level IE-2 suitable for operation on the data given below including the cost of all accessories in all lead & lifts & carriage of material at site as per direction of Engineer-In-Charge. (for new perellel stage rising main).

Tota Head 411.29 mtrs

Capacity of each Pump set 6.28 Lps

Dia of R/Main 100 mm

Length of Rising Main 1850 mtrs

SITE CONDITIONS:-

Location of Site:- NEAR GAMBHAR KHAD

The altitude of place in which the motor is intended to work in ordinary service (in metres) :- 665.00 mtrs

Humidity:- Weather generally remains humid during monsoon season.

Nature of atmosphere:- As normally encounterd in Shivalik Range

Detail of quality of water:- Clear cold water.

Water free from sand or not :- Yes

Water corosive or not :- Not

Turbidity (if any):- up to 50 PPM

NPSH available:- Positive suction.

Any other information or requirement:-

OPERATING CONDITIONS:-

Type of current:- AC three/single phase

Operating frequency:- 50 HZ

Rated voltage:- 400 (+/-) 10% volts

System of earthing if any to to be adopted.:- Double loop earthing as per BIS 3043-1987 latest with upto date ammendments

No. of working hours per day:- 8 hours

Speed of revolution in RPM:- To be quoted by tenderer

Direction of rotation:- To be quoted by tenderer

The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service. 35 Degree Centigrade

MOTOR:-

Ref. to BIS code:- BIS 9283-2013 read with BIS 14536-1998 or latest with upto date ammendments. Energy efficient motor with minimum eficiency level IE-2 as per IS-12615-2011

Type of enclosure of motor:- SPDP(as per BIS 4691-1985 (latest)

Type of duty:- Continuous as per IS-12824-1989 or latest with up to date ammendments

Mechanical out put in KW:- Suitable for driving centrifugal pumps required for duties specified against pumps.To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover.

Class of insulation:- Class ~B~

Max.permissible temp.rise of motor reqd. if different from given in B(viii) above:- 35 Degree centigrade

Particulars of test reqd. & where they are to be conducted:- As per terms & conditions

Particulars as to whether voltage limiting device will be employed:- ATS/star delta starter,oil immersed,fully automatic to be installed between bus bar & motor Shunt capacitor is also proposed to be installed for improving the power factor at site.

(NOTE:- Star delta starter upto 37.5 KW, ATS between 37.5 KW to 50 KW & Stator rotor starter beyond 50 KW)

Motor whether squirrel cage or slipring:- Squirrel cage/slip-ring

(Note:- Squirrel cage upto 65HP and slipring above 65HP)

Details of shaft extension reqd.:- Just sufficient to provide direct drive by flexible coupling to pump.

Type of slip-ring gear whether continouly rated or for starting purposes only & whether to be fitted with brush lifting or short circuit arrangements or both if interlocks are rquired.:- Continouslly rated for Squirrel cage/ Slipring motor

Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit.:- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current.

Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & No.of starts during a specified period.:- Sufficient to work the pump offered

Where possible fault capacity of the system to which the motor is connected.:- The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations.

Nos of pumps reqd.:- 2 Nos (One set will be act as working and one set will be act as standby).

Spare parts required:- For two years normal maintenance as recommended by manufacturer.

Optional fittings reqd.:- Air cock for exahausting air from each stage.

PUMP OPERATING CONDITIONS:-

Capacity (in LPS) of each pump set. 6.28

Total head (in Mts).:- 411.29

If total head is not known then

following details be provided:-

i) Static head ( in mtrs)

ii) Minimum depth of water( in mtrs)

iii) Variation in water level ( in mtrs)

iv) Ground level to max. water level ( in mtrs)

v) Ground level to delivery point ( in mtrs)

vi) Pressure in the suction tank (in Kg/cm^2 )

vii) Pressure in the delivery tank (in Kg/cm^2 )

Length of R/Main (in metres):- 1850.00

Dia of R/Main (in mm):- 100.00

Drive arrangement:- Direct through flexible coupling on a common base plate

Drive type:- Electric driven

NPSH reqd.:- To be quoted by the tenderer

Limits of total head in which

the pump is reqd. to operate.:- (-) 15% to (+) 10% of total head.

Suction/delivery size of pump:- To be specified by the tenderer

Efficiency of pump at:- To be specified by the tenderer

a) duty head as mentioned in item 52.01 366.45

b) (+)10 % head as mentioned in item 52.01 403.10

c) (-) 15 % head as mentioned in item 52.01 311.48

Material of construction:- To be specified by the tenderer (manufacturer~s certficate to be appended)

Supply of Kirloskar/ Kilburn/ IVC/ Fouress/ Gled/ BHEL/ Leader/ Bir/ Kartar/ Pelicon make of cast steel double flanged sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 52.01 + surge pressure or 1.5 times sustained operating pressure which ever is more conforming to API-standards with up to date ammendments for delivery line of pump. The class of valve shall be ASA-600 confirming to API-600 specifications).

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/Bir/Kartar/ Pelicon make of suitable size cast steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure or 1.5 times sustains operating pressure which ever more as mentionmed in item No. 52.01 + surge pressure & conforming to API-standards with up to date ammendments for delivery line of pump. The class of valve shall be ASA-600 confirming to API-6D specifications.

Supply of Kirloskar/ Kilburn/IVC/ Fouress/ Gled/ BHEL/ Leader Bir/ Kartar/ Pelicon make of suitable size cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/main as mentioned in item No.52.03 for withstanding nominal seat pressure as per item No.52.01 + surge pressure or 1.5 times sustained operating pressure which ever is more. The class of valve shall be ASA 600 confirming to API-6D specifications.

Providing, laying,jointing & testing at site suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from meter of HPSEB to circuit breaker & from circuit breaker to bus bar switch & starter (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 i/c cost of carriage of material in all leads & lifts & as directed by the Engineer-in-charge. The size of cable shall be 70 mm square.

Providing, laying, jointing & testing at site suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part I)-1988 or latest with up to date ammendments of Siemen/ Gloster /ICC/ EICO/National / IEC make from switch to starter & starter to motor (one cable carrying all three phases) including all other electrical equipment /accesories such as thimbles,flexible pipes, 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 i/c cost of carriage of material in all leads & lifts & as directed by the Engineer-in-charge. The size of cable shall be 35 mm square.

Providing & laying at site double loop earthing with copper 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 ammendments suitable for above motors & other electrical equipments i/c cost of carriage of material in all leads & lifts & as directed by the Engineer-in-charge.

Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/ Gloster/ ICC make from busbar chamber to capacitor & also including L&T// Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer) i/c cost of carriage of material in all leads & lifts & as directed by the Engineer-in-charge.i/c cost of carriage of material in all leads & lifts & as directed by the Engineer-in-charge. The capacity of shunt capactor is 21 KVAR.

Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such as Fiebeg/Bourden/ Precision/PREGA with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 or latest with up to date ammendments.

P/F double flanged suction, delivery & common header galvanised pipe considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The delivery and common header pipes shall be capable of withstanding minimum 1.5 times the total presure as indicated in item No. 52.01 or total dynamic pressure(+) surge pressure which eaver is more . The size of suction pipe shall be one or two sizes larger than the suction size of pump such that valocity of flow in suction pipe is not more than 1.50 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump including cost of jointing delivery pipes and common header with R/Main complete in all respect. Size of piping work shall be 80x100x100mm (Delivery pipe, Suction pipe and common header pipe). The suction pipe shell be & (MG), common header, delivery pipe shall be of GMS (HG) pipe conferming to BIS 1239 part-I or latest with upto date ammendents. MS plate flanges to be used on suction side shall be FT-5 and MS plate flanges to be used on delivery side shall be of FT-34.

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Pumping Machinary Centrifugal:- Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single,/Multistages centrifugal pumps of standarad make such as KSB/ Mather & Platt/ Jyoti / Kirloskar/ Beaconweir /BS & BE conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear raw water having charters tics as mentioned in item 52.01 to 52.15 as under, with impelleres,casing ring, priming funnels & 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 of cast steel /Mild steel to BHEL /Kirloskar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof energy efficient three phase induction electric motor having minimum energy efficiency level IE-2 suitable for operation on the data given below including the cost of all accessories in all lead & lifts & carriage of material at site as per direction of Engineer-In-Charge.(For existing stage rising main).

Tota Head 398.85 mtrs

Capacity of each Pump set 6.88Lps

Dia of R/Main 100.00 mm

Length of Rising Main 1850.00 mtrs

SITE CONDITIONS:-

Location of Site:- NEAR GAMBHAR KHAD

The altitude of place in which the motor is intended to work in ordinary service (in metres) :- 665.00 mtrs

Humidity:- Weather generally remains humid during monsoon season.

Nature of atmosphere:- As normally encounterd in Shivalik Range

Detail of quality of water:- Clear cold water.

Water free from sand or not :- Yes

Water corosive or not :- Not

Turbidity (if any):- upto 50 PPM

NPSH available:- Positive suction.

Any other information or requirement:-

OPERATING CONDITIONS:-

Type of current:- AC three/single phase

Operating frequency:- 50 HZ

Rated voltage:- 400 (+/-) 10% volts

System of earthing if any to to be adopted.:- Double loop earthing as per BIS 3043-1987 latest with upto date ammendments

No. of working hours per day:- 8 hours

Speed of revolution in RPM:- To be quoted by tenderer

Direction of rotation:- To be quoted by tenderer

The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service. 35 Degree Centigrade

MOTOR:- Ref. to BIS code:- BIS 9283-2013 read with BIS 14536-1998 or latest with upto date ammendments. Energy efficient motor with minimum eficiency level IE-2 as per IS-12615-2011

Type of enclosure of motor:- SPDP(as per BIS 4691-1985 (latest)

Type of duty:- Continuous as per IS-12824-1989 or latest with up to date ammendments

Mechanical out put in KW:- Suitable for driving centrifugal pumps required for duties specified against pumps.To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover.

Class of insulation:- Class ~B~

Max.permissible temp.rise of motor reqd. if different from given in B(viii) above:- 35 Degree centigrade

Particulars of test reqd. & where they are to be conducted:- As per terms & conditions

Particulars as to whether voltage limiting device will be employed:- ATS/star delta starter,oil immersed,fully automatic to be installed between bus bar & motor Shunt capacitor is also proposed to be installed for improving the power factor at site.

(NOTE:- Star delta starter upto 37.5 KW, ATS between 37.5 KW to 50 KW & Stator rotor starter beyond 50 KW)

Motor whether squirrel cage or slipring:- Squirrel cage/slip-ring

(Note:- Squirrel cage upto 65HP and slipring above 65HP)

Details of shaft extension reqd.:- Just sufficient to provide direct drive by flexible coupling to pump.

Type of slip-ring gear whether continouly rated or for starting purposes only & whether to be fitted with brush lifting or short circuit arrangements or both if interlocks are rquired.:- Continouslly rated for Squirrel cage/ Slipring motor

Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit.:- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current.

Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & No.of starts during a specified period.:- Sufficient to work the pump offered

Where possible fault capacity of the system to which the motor is connected.:- The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations.

d) PUMP :

Nos of pumps reqd.:- 2 Nos (One will working and one set will act as standby)

Spare parts required:- For two years normal maintenance as recommended by manufacturer.

Optional fittings reqd.:- Air cock for exahausting air from each stage.

PUMP OPERATING CONDITIONS:-

Capacity (in LPS) of each pump set. 6.88

Total head (in Mts).:- 398.85

If total head is not known then

following details be provided:-

i) Static head ( in mtrs)

ii) Minimum depth of water( in mtrs)

iii) Variation in water level ( in mtrs)

iv) Ground level to max. water level ( in mtrs)

v) Ground level to delivery point ( in mtrs)

vi) Pressure in the suction tank (in Kg/cm^2 )

vii) Pressure in the delivery tank (in Kg/cm^2 )

Length of R/Main (in metres):- 1850.00

Dia of R/Main (in mm):- 100.00

Drive arrangement:- Direct through flexible coupling on a common base plate

Drive type:- Electric driven

NPSH reqd.:- To be quoted by the tenderer

Limits of total head in which

the pump is reqd. to operate.:- (-) 15% to (+) 10% of total head.

Suction/delivery size of pump:- To be specified by the tenderer

Efficiency of pump at:- To be specified by the tenderer

a) duty head as mentioned in item 52.01 398.85

b) (+)10 % head as mentioned in item 52.01 438.74

c) (-) 15 % head as mentioned in item 52.01 339.02

Material of construction:- To be specified by the tenderer (manufacturer~s certficate to be appended)

Providing, laying,jointing & testing at site suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from meter of HPSEB to circuit breaker & from circuit breaker to bus bar switch & starter (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 i/c cost of carriage of material in all leads & lifts & as directed by the Engineer-in-charge. The size of cable shall be 70 mm square.

Providing, laying, jointing & testing at site suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part I)-1988 or latest with up to date ammendments of Siemen/ Gloster /ICC/ EICO/National / IEC make from switch to starter & starter to motor (one cable carrying all three phases) including all other electrical equipment /accesories such as thimbles,flexible pipes, 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 i/c cost of carriage of material in all leads & lifts & as directed by the Engineer-in-charge. The size of cable shall be 35 mm square.

Providing & laying at site double loop earthing with copper 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 ammendments suitable for above motors & other electrical equipments i/c cost of carriage of material in all leads & lifts & as directed by the Engineer-in-charge.

P/F double flanged suction, delivery & common header of galavanised pipes considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The delivery and common header pipes shall be capable of withstanding minimum 1.5 times the total presure as indicated in item No. 53.01 or total dynamic pressure(+) surge pressure which eaver is more . The size of suction pipe shall be one or two sizes larger than the suction size of pump such that valocity of flow in suction pipe is not more than 1.50 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump including cost of jointing delivery pipes and common header with R/Main complete in all respect. Size of piping work shall be 80x100x100mm (Delivery pipe, Suction pipe and common header pipe). The suction pipe shall be &(MG), common header, delivery pipe shall be of GMS (HG) pipe conferming to BIS 1239 part-I or latest with upto date ammendents. MS plate flanges to be used on suction side shall be FT-5 and MS plate flanges to be used on delivery side shall be of FT-34.

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Laying, jointing, testing and commissioning in trenches galvanised screwed and socketed galavanised mild steel tube of following dia of light grade as per IS 1239-2004 Part-I or latst upto date amendments including providing and fixing tube fitting such asa reducer, increaser, socket, union, tees, bents etc. where ever required (earth work to be measured and paid for separately) as per direction of Engineer-in-charge including entire carriage of materials upto all leads and lifts.

20mm dia(Light Grade)

25mm dia(Light Grade)

32mm dia(Light Grade)

40 mm dia(Light Grade)

50mm dia(Light Grade)

65mm dia(Light Grade)

Providing and fixing forged brass gate valves shall having screw type, bonnet with non-rising stem, of following diameters as per IS:13114-1991 or latest upto date amendments including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

20 mm dia.

25 mm dia.

32 mm dia

40 mm dia.

50 mm dia

65 mm dia

Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required Group "C" including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

Wiring for power plug with 2x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

Wiring for light/power plug with 4x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 2 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

Wiring for light/ power plug with 2x1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

Wiring for circuit/sub-main with 4x2.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 2 No.2.5 Sq.mm.(4X2.5+2X2.5)HRFRLS/PVC insulated single core copper conductor cable for earthing including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

Supplying and fixing metal box of 100mmx100mmx60mm deep (nominal size) on surface/recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 5 pin 5/6 amps socket outlet and 5/6 amps, piano type switch, connections, painting etc. including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

Supplying and erection of 6 amps. to 32 amps. rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections testing and commissioning etc etc. as required "A" single pole including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

Supplying and erection of 40/50/63 amps rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections testing and commissioning etc. including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge. Double pole Category "B" 63 Amp.

Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wireset,neutral link, earth bar, din-bar, detachable gland plate,blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc. including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge. Single door-8 way.

Providing,installing,testing and commissioning of 2x36 Watt CFL street light Category "A" including wiring with 1.5 sq.mm. PVC insulated copper conductor single core cable complete including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

Providing, installing, testing and commissioning of ceiling fan and regulator including wiring the rod of standard length (upto 30cm) with 1.5 Sqmm PVC insulated copper conductor single core cabe etc. as required 1200mm sweep type. Category "A" including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

Providing,installing,testing and commissioning of 1x36 Watt FTL(T-8) shock proof slim (Category "A") including wiring with 1.5 sq.mm. PVC insulated copper conductor single core cable including carriage in all leads and lifts complete and as per the direction of Engineer-in-charge.

RAM KISHAN CHANDEL (BID ID -606358)

AMAR SINGH GOVT CONTRACTOR (BID ID -606229)

HILL CONSTRUCTION AND ENGINEERING CO. SOLAN (BID ID -605582)