415dated28-6-2024

Amount

details

Supply of submersible solar AC/DC pump with adequate city suitable motor complete in all respects for 15800 at 130 mtr TDS ( total Dynamic Head Including one co same duty

34/40 MM Dia HDPE pipe for cabling

6 MM Sq. 3 Core copper cable

Solar Photo Volt Polycrystalline solar module PV Panel Array 50 Watt as per I.E.C Standard

10Sq MM X 4 Core DC Flexible Cable

Supply of main piping & Values comprasing of the following 40 MM Dia CI/DF sluice value of class 150-02 No 40 MM dia . Ci D/F reflux value class 150-01 32 mm dia Bend 90-1 No.

Construction of RCC foundation with suitable foundation t bolt and supply of fitting of G.I Solar PV Module burnting fix type structure to mount all the panel system cluding panel mounting clamp etc complete in all respect

Cartage up to site of work including head load cartage with loading and unloading

rubber insuilating sheet

Installation commissionig and setting to work and testing entire equipment installed at site including supply of ecessary fixing accessories like insulation Teflon tape etc.

supply of all materials labour T&P etc and Contrution of CC Sump/ CWR of following capacities (KL) with M.S rubber outside & inside of the tank M.S.M.H. cover with locking arrangment supply and fixing of chlorinator , cowl, flow and wash outpipe with necessory sluice pipe pieces (including cost of Material) flooring 0.60 wide apron painting with approved water proofing (apex) Enimal paint testing water for testing purpose etc. (5.KL)

Protection work J@ 10% of subtotal A and cartage as per tails attached R.R. 1:6

Protection work J@ 10% of subtotal A and cartage as per tails attached R:R Dry

supply and fixing 80 mm dia cate vlave complete

supply and fixing 65 mm dia cate vlave complete

Execavation of earth for pipe line in following strate lift up to 05 mm lead up to 30 mm including refilling watering ramming of excavated earth into the trenches and romoval of surplus earth upto distance of 60 m. From trenches including supply labour T&P etc complete. Assuming that 90% pipe is trenches it is estimated that 75% excavation will be in paid mixed with shingle bajri & Boulders and rest 25% will be soft rock soil mixed with boulder and bajri

Execavation of earth for pipe line in following strate lift up to 05 mm lead up to 30 mm including refilling watering ramming of excavated earth into the trenches and romoval of surplus earth upto distance of 60 m. From trenches including supply labour T&P etc complete. Assuming that 90% pipe is trenches it is estimated that 75% excavation will be in paid mixed with shingle bajri & Boulders and rest 25% will be soft rock Soft Rock

Providing of all materials, Carting from site store to site of work. Lowering into trenches with True to alignment laying MS ERW Pipe grade Yst 210 jointing by electric welding process proper grade of electrodes suitable for jointing water supply pipe lines ( Ador, L&T) or equivalant electrodes) by dutting of pipes and making required bends welding completion of work with testing of pipe line etc complete 50 mm Dia 4.8 mm thickness

Manoj Kumar Pathak