UMROLI SAOLAR PUMPING WATER SUPPLY SCHEME

Amount

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.

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

Dewatering of water including cartage of pumps, oil lubricants, labour etc. complete for gadhera diversion works.

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.

Supply of all materials, labour and T&P etc. for construction of intake chamber as per type design, drawing & as per direction of Engineer-in-charge.

Supply of all materials, labour and T&P etc. for construction of roughning filter as per type design, drawing & as per direction of Engineer-in-charge.

Supply, Carting, 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 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. 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.

15mm dia

20mm dia

25mm dia

32mm dia

40mm dia

50mm dia

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. Fromtrenches including supply of labour,T&P.etc complete.

Soil mixed with boulder and bajri

Medium Rock

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 Air Valve Flanged type, W.P. 25 Kg/cm2

G.M. Wheel valves (Class I) as per IS 778/1971

25 mm dia

32 mm dia

40 mm dia

50 mm dia

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

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. and Construction of Thrust Block as per type design complete (1 in 200 m length Pipeline)

Size of Anchor Block- 0.50m x 0.50m x 0.70m

Size of Anchor Block- 0.50m x 0.50m x 0.80m

Supply of all materials, labour T&P etc complete and construct pump house (5.5m x 5.0m x 4.5m) as per type design at MPS & IPS

Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. Complete at MPS

Provision of Iron Gate with Pillars of size 3.6m wide as per direction of Engineer-in-charge.

Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, cowl, outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting 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 .

Supply and instalation of 25 Ltr M.S.Bucket type Chlorinator with glass wooling complete over CWR.

Supply & Fixing an Iron Board and Printing on it as well as writing the details of Work on it.

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 15mm dia. nominal bore for domestic connections.

Providing and fixing of Brass bib cock of approved quality

Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces two coats & letter writing as instructed by site-in-charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Providing and laying in position cement concrete of specified grade in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD specifications.

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification.

MPS- Solar Submarsible AC pump set to deliver 30000 LPD discharge at 190 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 per site requirement (One no. as spare)

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, which can withstand load of modules and high wind velocities up to 200 km per hour and height of the panels from ground level minimum 3 meter.

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.

IPS- Solar Submarsible AC pump set to deliver 30000 LPD discharge at 140 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 per site requirement (One no. as spare)

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, which can withstand load of modules and high wind velocities up to 200 km per hour and height of the panels from ground level minimum 3 meter.

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 (MPS & IPS)

Watch and ward of this solar pumping scheme for 12 months during stabilization (MPS & IPS)

HIMALAYAN INFRATECH