WATER SUPPLY SCHEME KOLSAR JEERI UNDER JJM

Amount

A) G. I Pipe Works

E/work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.50mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.50mtr. including disposal of excavated earth upto 1mtr. for cutting edge disposed earth is to be levelled and neatly dressed in all kind of soils.

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 / all types of pipe specials as per site requirement including carriage. a) G. I Pipes 80 mm dia nominal bore (M)

b) G. I Pipes 65 mm dia nominal bore (L)

c) G. I Pipes 50 mm dia nominal bore (L)

d) G. I Pipes 40 mm dia nominal bore (L)

e) G. I Pipes 25 mm dia nominal bore (L)

f) G. I Pipes 20 mm dia nominal bore (L)

g) G. I Pipes 15mm dia nominal bore (L)

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

50mm to 80mm dia

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc.

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)

B. Civil Works Construction of Zonal tank in all kinds of soils (80% all kinds + 20% rock) of sizes 3.15 mtrs each side having depth 2.10 mtrs at wall thickness 0.15 mtrs with 1:1½:3 mix in Bed Slab and Gola and 1:1½:3 mix Cement concrete in Beams, Slabs, Dome, 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 engineers incharge as per established practices and specifications) including water proofing and finishing all complete. (Turn key basis)

Construction of 10,000 Glns Cap GSR round shape with internal diameter of 4.80 mtrs and height of dome from bed slab as 4.80 mtrs upto curvature of the dome with 1:11/2:3 mix Reinforced cement concrete with reinforcement as per standarad norms in Bed Slab and Gola and 1:1½:3 mix Cement concrete in Beams, Slabs, Dome, and 50mm thick flooring etc. with standard specifications of mud mat, plinth protection etc complete with reinforcement, form work, fand cement plaster 12mm thick in 1:3 mix complete with admixtures, fittings, steel built-up sections and carriage inclusive of standard fitting like PVC plain bends, MS Plate with delivery ,distrinbution wash-out.(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 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 compond wall in brick masonary 1:6 cement motor having uniform height of 1.80 mtr in thickness 0.225 mtrs laid over foundation plinth in cement concrete 1:3:6 mix-0.45 mtrs below ground with 20% NSL (Natural Soil Level) over mud mat of 1:4:8 mix having thickness 0.15 mtrs and above NSL by 0.30 mtrs having overall length of 99.10 with provision for agated pillar of side 2.409X1.80 having pillar size on either side of 0.60x0.60x1.80 including centering, shuttering, stuttering, propering etc and removal of form work in foundation footing, basses of coloumn etc for mass concrete, finishing walls with 15mm thick cement plaster on rough side of single or half brick in 1:6 cement motor as also on plinth sides, top of plinth and of sets and finishing walls with water proffing cement paint of approved brand and maufacture to give an even shade with two or more coats on new work including supply of materials such as cement, sand, aggregates stones all complete including fixing of MS gate over MS Hings embedded by way of MS hold fasts embedded in concrete at top and bottom of either pillar of the gate all complete 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 approach road from nearest motarable point to the Borewell site as per requirement of site, erection/placement of Rig machine after leveling and erection of mast at the designated site of work for deep drilling of 200mm dia borewell upto a depth of 100mtrs below ground level or till astuffiest aquifer zone discharge is encounted by using ODEX method of drilling including sumultaneously driving of 200 mm dia ERA casing pipe, P/F of casing drive shoe. development of borewell by Air compressor of Adequate capacity for a maximum period of 60 hrs or till clear portable drinking water free from impurities is obtain including stablization/testing of mini tubewell (borewell) by way of overpumping using vertical turbine/submersible pump set till the clear portable drinking water is obtained and achieved during the yield test including cost of MS casing pipe of Dia 200mm complete as per direction of the Engineer-Incharge.(Turn key basis)

C. Electro-Mechanical Works Submersible pump set as per data provided by boring agency including electric panel and standby

Procurement, installation, testing and commissioning of 7000 GPHx250 meter head HC pump set with allied accessories.

Procurement, installation, testing and commissioning of 100 KVA voltage stablizer with allied accessories.5000 GPHx200 meter head HC pump set with allied accessories.

Procurement, installation, testing and commissioning of 70 mpere LT control panel with allied accessories.

Procurement, installation, testing and commissioning of 5000 GPHx250 meter head HC pump set including LT control panel at existing Kheral stage Zero with allied accessories.

D. Electric components. Laying of HT Line on ST Poles 8 mtr long using ACSR Weasel Conductor with 52 mtr span.

Errection of Pole Mounted 100 KVA Distribution Dub Station.

Laying of HT Line on ST Poles 8 mtr long using ACSR Weasel Conductor with 52 mtr span.

Errection of Pole Mounted 100 KVA Distribution Dub Station.