BASTIYA PUMPING WATER SUPPLY SCHEME 2022-23

Amount

Part A (Civil Works)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). including supply of all material,labour,T&P etc.required for proper completion of work.

Excavation of pipeline trench in Soil mixed with Boulder, lift upto 1.5m, lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60m from trenches including supply of labour, T&P etc complete.

Supply and Carting, of following sizes of MSERW YST210 grade plain ended pipes from store to site of work, lowering them into trenches, laying true to alignment & gradient, laying & Jointing of Pipe by electric welding, making horizontal & vertical bends of any degree as per site conditions including cutting of pipes for making up lengths as required for completion of works & also including cost of welding materials (Advani make welding rods), all other materials,labours & T&P etc. required for proper completion of work. .

65mm dia 4.00mm thicknes.

Supply and Carting , laying jointing (including cost of jointing materials like specials and fittings, white lead, hemp and oil etc.) fixing and testing of M.S. galvanised screwed and socketed pipes (Medium quality).including cutting and threading etc. complete confirming to IS:1239 (Part-I) make of pipe:Jindal (Hisar)/Parkash Surya/ TT Swasthik

GI Pipe 15 mm dia (Medium Qualty)

GI Pipe 20 mm dia (Medium Qualty)

GI Pipe 25 mm dia (Medium Qualty)

GI Pipe 32 mm dia (Medium Qualty)

GI Pipe 40mm dia (Medium Qualty)

GI Pipe 50mm dia (Medium Qualty)

GI Pipe 65mm dia (Medium Qualty)

C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) Pressure PN 1.6

65 mm dia

Providing and fixing gun metaled Gate valves as per IS: 778/1997

25mm dia

32mm dia

40mm dia

65mm dia

Supply of all materials, labours, T&P. etc. to construct wheel valve chamber of internal size 0.45x0.45x0.45 mtr of stone masonary, 15mm thick cement plaster with cm 1:4 and with M.S. Cover with locking arrangement as per type design complete.

Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of 35.00Kl capacity ( in kiloliters ) and 12 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 15.00 metre. including cost of all material, labour,shuttering, scaffolding T&P complete for Over Head Tanks

Making ferrule connection in the existing main of G.I. or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, including the cost of all materials like GI Specials,brass bib cock and GM ferrule etc.

Design, drawing, testing bearing capacity of soil & construction of Pump House of size 3.60x3.0x3.6 m made up of Brick masonry with R.C.C. flat roof at Bastiya and other appurtenant works with construction of cantilever beems for supporting of ISMB girder and chainpully including construction of pumps foundation as per drawing issued by the department at the time of execution including supply of all materials, labour, T&P etc. complete with cartage of materials as per satisfaction & approval of Engineer in Charge.

Part B (E&M Works)

Construction of 1No. 200mm dia, 120Mt. deep Tubewell. No.-1

Drilling Work

Transportation of Rig machine, Air compressor O.P. unit and T & P and other equipments up to site including loadinng unloading etc complete in all respect.-1 Job.,Installation and leveling of Rig machine, at site of work. - 1 Job, Drilling 450mm dia size final bore from G.L. to required depth . - 120Mts., Collection of strata sample in box.-1 Job, Dismantling of Rig machine after completion of work. Fitting of girder and clamp, well cap.- 1Job, Arrangement of water. -1 Job., Geophysical logging of bore well - 1Job., Preparing and Lowering of tube well assembly G.L. to 120MBGL. -1 Job, Pea-Gravel Feeding from 120MBGL to G.L. .-1 Job , Fitting of girder, clamp and well cap.- 1Job,

Supply & lowering of Tubewell assembly.

200mm dia mini 8.0 mm thick M.S.E.R.W. plain pipe.

200mm dia mini 8.0 mm thick M.S.E.R.W. Slotted pipe.

200x100mm dia size M.S Girder 4Mt. Long for T.W. assembly.

200mm dia Bail plug with hook.

M.S. heavy duty D.E clamp suitable for 200mm dia.

200mm dia well cap.

Supply and shrouding of Pea-Gravel 2.00 mm to 4.00 mm upto 120Mt.MBGL

Development of Tubewell by 350 PSI/1100CFM air comperssor.

Development by Air compressor including erection of Air compressor unit and dismantling after work as per specification.

Development of Tubewell by O.P. unit of suitable capacity.

Development by O.P unit to get sand free discharge of 220 LPM including erection of O.P. Unit and dismantling after work as per specification.

Geohydrologgical survey of site

Chemical & Bacteriological Test of water

S.I.T.C. of Solar Submersible Pumping Plant with Accessories for Tubewell

Supply of submerisble solar A.C/D.C pump with adequate capacitysuitable for 200mm dia Assembly , motor complete with 1.0 Meter cable complete in all respects for 60000LPD /170LPM at 120Mtr TDH (Total Dynamic Head) .

Supply of Spare pump of same duty cycle

Supply of solar hybrid pump controller (Control panel cum starter) suitable for above pump- motor set also suitable for on grid supply as per following parameters .Inbuilt MPPT Tracking facility ensuring overload under over voltage protection force air time of lack of radiation, Parameter display facilities, Auto reset after every fault,Dry running protection to avoid dry run of motor

Solar photovolt mono-perc half cut solar module /PV panel Array minimum 10000wt. for above pump as per Latest I.E.C standrad

Supply of main piping & valves as per scope of work and technical specifications

Gauge with fitting -1 Set

Tools

Construction RCC Foundation with suitable foundation Nut, Bolts and Supply & fitting of G.I. Solar Panel mounting structure including panel mounting clamp, pole etc complete in all respect.

Installation, commissioning and setting to work and testing of entire equipment installed at site including supply of necessary fixing accessories like insulation, teflon tape etc.

Cartage upto site of work including loading and unlodading

6sq.mm x 3 core copper flexible cable

Chain Pulley block of 2 tonne capacity 4Mt. Lift spur gear tested on 2 ton load

Rubber insulation sheet 1 Mt. x 2Mt.

Chain link/wire mesh fencing system of suitable size to protect solar PV module system From unathorized intrusion.

Lightening arrestor, Copper strip, Earth kit and Chemical earthing as per latest IE rules has to be provided for Cathodes and rest as per normal GI earth strips from cathode to different equipments

One month Trial Running & Twelve month Maintenance including watch & ward.

M/S Rishikesh Upadhyay