WATER SUPPLY SCHEME MANOON UNDER JJM

Amount

A) G. I Pipe Works

Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc [not exceeding 1.5M in width] and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5Mtr including disposal of excavated earth up to 1M from cutting edge

Providing and laying of GI pipes complete with cost of G.I pipes/fittings/gate valves/ sluice valve / flow meter on R/main & G/main / distribution system / all types of pipe specials & installation of tap connection as per site requirement including carriage.

G.I Pipe 100mm dia nominal bore [Light]

G.I Pipe 80mm dia nominal bore [Light]

G.I Pipe 65mm dia nominal bore [Light]

G.I Pipe 50mm dia nominal bore [Light]

G.I Pipe 40mm dia nominal bore [Light]

G.I Pipe 32mm dia nominal bore [Light]

G.I Pipe 25mm dia nominal bore [Light]

G.I Pipe 20mm dia nominal bore [Light]

G.I Pipe 15mm dia nominal bore [Light]

Making connections of G.I Distribution branches G.I Mains by providing and fixing Tees & cutting Rethreading of pipes etc for connections a) 25mm to 40mm dia

a) 50mm to 80mm dia

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth consolidation

Supply, Installation, Testing and Commissioning of Flow Metering System as per required dia (ISI Marked with reputed branded or make to be approved by Engineer-in-charge)

Civil Work

Construction of Pump room of size 7.95 mtr x 3.70 mtrs interal size with 02 Doors and 03 Windows in Standard brick masonary with wall thickness 9" complete with earthwork in excavation 1.5 mtr in width as well as 10 sqm on plan, standard mud mat 0.20 mtrs thick with foundation in 1:4:8 mix cement conc. topped by damp proof course 50mm thick in 1:2:4 mix and brick wrok FPS of class desgination 75 and RCC Slab/Beams/Lintels in 1:1½:3 mix with 20mm nominal size stoine agg. inclusive of 15mm thick cement plaster on the rough side of single or half brick work in 1:4 mix, complete with plint protection, centering, shuttering, finishing with water proof paint with MS Steel sliding shutters all as per specification and drawing to be provided at the time of execution by Engineer-in-charge as per established practices and specifications). (Turn key Basis)

Construction of 20,000 Glns Cap GSR round in shape with internal diameter of 6.50 mtrs and dome height of 5.90 mtrs from gsr bed inclusive of free board and dome curvature trench depth 1.20 mtrs in all kinds of soil inclusive of platform cutting with required cement conc. work shall conform to relevent IS code pertaining to water retaining structure in Bed Slab and Gola, beams, slabs, bome, walls etc. with standard specifications of mud mat, plinth protection etc complete with reinforcement, form work, flooring in 1:2:4 and cement plaster 12mm thick in 1:3 mix complete with admixtures, fittings, steel built-up sections and carriage of material ( complete job- details specification to be provided at the time of execution by Engineer-In-charge as per established practices and specifications) including water proofing and finishing all complete. (Turn key basis)

Construction of 30000 Glns Cap GSR round in shape with internal diameter of 7.00 mtrs and dome height of 5.85 mtrs from gsr bed inclusive of free board and dome curvature and trench depth of 1.80 mtrs below ground level in all kinds of soil inclusive of trench excavation by manual means with required cement concrete shall confurmed to relevant IS code pertainting to water retaining structure in bed slab and gola, beams, slabs, bome, walls etc. with standard spacifications of brick mat, plinth protection, valve pit, drain etc. with standard specifications of mud mat, plinth protection etc complete with reinforcement, form work, flooring in 1:2:4 and cement plaster 12mm thick in 1:4 mix complete with admixtures, GP Sheet Strip water seals at construction joints, CI Main hole cover with frame, AC plain bends with access, GI bends 3" dia and interconetteing G.I Pipe 100mm dia laid in trench, fitting, finishing with cement based paint steel built-up sections and carriage of material ( complete job- details specification to be provided at the time of execution by Engineer-In-charge as per established practices and specifications) including water proofing and finishing all complete. (Turn key Basis)

Construction of collection tank in all kinds of soils (80% all kinds + 20% rock) of internal size 2.60 x 2.60 mtrs having depth 2.15 mtrs average in trench at wall thickness 0.15 mtrs with 1:1.50:3 mix bed slab laid over 0.15 mtrs thick mud mat 1:4:8 mix RCC walls in 1:1½:3 with reinfornment @ 80kg percum and RCC work in Beams, Slabs, Dome etc. in 1:1½:3 with centring and shuttering and 12mm thick plaster in cement motor 1:3 in side the tank and 12mm thick cement motor plaster in 1:4 mix outside the tank inclusive of mixing water proofing material in promo are equivalent @ 1kg/50kg of cement (complete job- details specification to be provided at the time of execution by Engineer-In-charge as per established practices and specifications) including water proofing and finishing inclusive of filling available earth back in trenches all complete. (Turn key Basis)

Construction of 3000GPH Slow Sand Filtration Plant by way of earthwork in Excavation by manual means including disposal of excaveted earth having inlet valve of size 1.25x1.00x1.00 mtrs, prefilter with size 2.50x3.00x1.00 mtrs and hopper porsition with conical size 2.00+0.05/2 X 3.00+0.50/2 X 1.50 mtrs having stair toe as 1.60 x 0.90 x 0.60 mtrs with mud mat in 1:4:8 mix below each having thickness 0.15 mtrs and mud mat of same specification below roughing fillter with size 3.40x3.80 and clear water tank of size 2.00x1.50 mtrs. The same specification mud mat shall be below plinth protection all around the filtration plant with width 0.75 mtrs but with thick ness 0.10 mtrs. The inlet bed, walls, prefillter hopper bed and slanting portion as also the walls, roughing fillter bed, hunches, RCC beams, Beam rests, Slab prefillter, clear water tank etc to be in RCC 1:11/2:3 mix with thickness of 0.15 mtrs and walls over slanting portion in thickness 0.20 mtrs whereas the tray and water trough to be in thickness of 0.10 mtrs with similar specification. The step flight/steps to be in cement concrete 1:2:4 mix with standard thicknesses and all components to be finished smooth both from insight and outside with 12mm thick cement plaster mix 1:4. The item is inclusive of centering and shuttering and sturtting propping etc as also removal of form work in all the sub component of the filteration plant. cement concrete flooring to be in 1:2:4 mix finished with a neat coat of cement sulurry. Dry brick on edge flooring with FPS class designation 75 to be provided in filter and half brick masonary in foundation in plinth in cement motor 1:3 mix such as Alumin chamber, byferacation of clear tank and V-Notch. All water bearing structures to be mixed with water proffingmaterial " Impermo" or equvilant in cement concrete @ 1KG/50Kg of cement and incorporating (during concreting) GP Sheet strip water seal 1.25mm thick nominal size to form a continous barrier especially in prefillter and roughing fillter including filling of available excaveted soil back into trenches, P/F MS Plates with deleivery, distribution, wash out and over flow pipes-04 Nos. Finishing all the structrures with water proffing cement paints of approved brand and manufature, all as per drawing to beprovided at the time of execution by Engineer-In-charge as per established practices and specifications) The Job includes carriages of all the materials.(Turn key basis)

ELECTRO MECHANICAL COMPONENTS

Providing, Installation, testing & commissioning of and commissioning of 1000 GPH X 250 meter head pump motor set with allied works.

Design, fabrication, instalation, testing and commissioning of LT control panel.

Poviding , instalation testing and commissioning 150 KVA voltage stablizer with allied works.

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