Simalna Bichla Solar Pumping water supply

Amount

Construction of double intake chamber with drain, at tapping point of source for collection of water including filter media supply of all materials , labours , T& P. Complete in all respect as per departmental desing & drawing in direction of engineer in charge.

Supply of all material, labour, T&P etc. all complete and provide 90 cm high RCC cross wall at gadhera tapping point for the protection of intake from flood storm & Repairing of Existing Double intake Chamber & Repairing of Existing RCC CWR including grouting, plastering inside and outside , coloring, MH cover etc. Earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

All kinds of soil

Ordinary rock

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

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and struts etc up to floor five level excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, banding, placing in position and binding all complete reinforcement for RCC work using thermo mechanically treated bars.

Centering & shuttering including strutting, roping etc. and removal of form work for walls (any thickness) including attached pilasters, buttresses, plinth and string coarse etc.

Supply and fixing washout as per required size of min length 2.0 mtr length and min size of 25 mm dia GI (med) pipe to be provide as per direction of Engineer-in-charge.

Coursed Stone Masonary in cement and local sand 1:4 in foundation and plinth and including supply of materials, labour, T&P etc. for proper completion of work.

20 mm cement plaster Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.

20 mm thick plaster in proportion of 1:4with cement and sand on stone masonary inside of the wall including supply of all materials, labour, T&P etc required for proper.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supply and fixing of 50 mm dia GI perforated nipple at inlet, inside chamber

Supply and fixing of 50 mm dia GI (M) washout pipe and overflow pipe

Supply and fix M.S. manhole covers 60 cm x 60 cm size with locking arrangements (approx. weight 25 kg)

Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. From trenches including supply of labour,T&P.etc complete.

Soil mixed with boulder and bajri

Soft rock

Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil.

Supply, Carting (site store to trench), lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line by welding for making up lengths as required for proper completion of work of following grade & sizes ((Excluding cartage from Rail Head to site store.) MS ERW Pipe Yst 210

50 mm dia., 4.8 mm thick.

Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete.

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

G.M. Wheel valve (Class I) as per IS 778/1971 20 mm dia

G.M. Wheel valve (Class I) as per IS 778/1971 25 mm dia

G.M. Wheel valve (Class I) as per IS 778/1971 32 mm dia

G.M. Wheel valve (Class I) as per IS 778/1971 40 mm dia

G.M. Wheel valve (Class I) as per IS 778/1971 50 mm dia

C.I. Air Valve (Screwed) 15 mm dia

50 mm dia. Cast steel Sluice / Scour Valve, W.P. 50 Kg/cm2

50 mm dia. Cast steel Reflux / Swing Check Valve, W.P. 50 Kg/cm2

50 mm dia. Cast steel Double Ball Air Valve Flanged type, W.P. 25 Kg/cm2

Construction stone masonry Wheel Valve / Air valve chamber 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement.

Supply of all materials, labour T&P etc complete and construct pump house (5.5 M x5.0M M x4.5 M) size at MPS as per approved designed & drawing including all necessary arrangements.

Supply of all materials, labour, T & P etc. and Construction of Thrust Block as per type design complete (1 in 200 m length Pipeline)

Size of Anchor Block- 0.6m x 0.6m x 0.8 m

Provision of 1.5 m high Boundary Wall( At MPS) in brick masonry including supply of all materials, labour, T&P etc. complete as per direction of Engineer in charge.

Provision of Iron Gate with Pillars of size as required complete as per direction of Engineer in charge.

Supply of all materials , labour and T & P etc. and construction of R.C.C Clear Water Reservoir of following capacity in K.L as per type design and drawing including fixing of pipes and fittings including cartage of materials etc.

10.00 Kl capacity at Top CWR

10.00 Kl capacity sump at MPS

Supply and installation of 25 Ltr M.S Bucket Type Chlorinator with glass wooling complete over CWR as per direction of Engineer in charge.

Supply & Fixing an Iron Board and Printing on it as well as writing the details of Work on it as per direction of Engineer in charge.

Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.

Providing and fixing brass ferrule 15 mm dia. nominal bore for domestic connections.

Providing and fixing of PTMT bib cock 15 mm dia. nominal bore for domestic connections.

Random rubble stone masonry in 1:6 cement and local sand mortar for protection work on pipe line, treatment site & where ever required as per site requirement including supply of all materials T&P etc required for proper completion of work as per direction of Engineer-In-Charge.

Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete.

Providing & laying PCC 1:2:4 in cement, coarse sand and 20 mm gauge approved stone ballast, including supply of all materials, labour , T&P etc

Solar Submarsible AC pump set to deliver 17500 LPD discharge at 235 Mtrs. Head, Suitable HP, 230 VAC, 50 Hz, 3 phase with 3 mtrs cable and Controller complete all respect. ( one set for spare)

Solar pump controller panel ( VFD cum starter) Dual power (Both AC/DC) Suitable for above submarsible pump set as following. (One no. as spare) as per site requirement

GSM sim based mobile phone operating divice

Float switch with control wire. ( for tank empty and full)

Supply of solar DC wire 6 sq. mm X 1 core, copper conductor, PVC insulated.

Jointing material and other fittings

Supply of Submasible cable 10 sq. mm X 3core, copper conductor, PVC insulated

Solar photo voltic poly crystalline solar module/PV Panel array ( 7500 W) 335 watt each

Hot deep galvanized steel Structure of adequate strength and appropriate design as per site requirement

Construction of CC foundation / base for mounting structure with all consumable material ie. Cement, concret, sand, iron bar etc.

Fencing of SPV Panels etc.

Lightning arrestor with pole, copper strip, copper plate earthing complete in all respect.

Copper earthing of all PV modules mounting structures including copper strip, copper plate earthing complete in all respect.

Pipe fitting with 50 mm dia size GI pipe, Gate valve, Reflex valve, GI union, elbow, nipple, Tee etc complete as required at site.

Installation,testing & commissioning of all above supplied Items

Watch and ward of this solar pumping scheme for 12 months during stabilization

B P ENTERPRISES