WATER SUPPLY SCHEME POUNI KANAH 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 80mm dia nominal bore [Medium]

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

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

Civil Work

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 10000 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 1:2:4 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 1:2:4 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 mtrs 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 20000 Glns Cap GSR round in shape with internal diameter of 6.25 mtrs and dome height of 4.60 mtrs from gsr bed inclusive of free board and dome curvature trench depth 1.20 mtrs in all kinds of soil 60% and hard rock 40% inclusive of platform cutting with required cement conc. work shall conform to relevant IS code pertaining to water retaining structure in bed slab and gola, beams, slabs, domes, wall 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, 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)

C. Electro-Mechanical Components (STAGE-0 Numble).

Procurement, Instt, Testing and commissioning of 5000 GPHx250 mtrs head HC Pump Set allied accessories.

Procurement, Instt, Testing and commissioning of 100 KVA voltage stabilizer with allied accessories.

Design, Fabrication, installation, testing and commissioning of 70 ampere LT Control panl with alliedf accessories.

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

Erection of pole mounted 100 KVA Distribuation Sub station

M/s Sourabh Construction Pvt. Ltd.