WATER SUPPLY SCHEME KALA SUKHETAR 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 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)

B) Civil Work

Construction of dug Well in all kinds of souls (70% all kinds +30% ordinary rock) of 06 mtrs dia having depth 9.00 mtrs with 1:1:5:3 mix in walls, bed slab and gola and 1:2:4 mix cement concrete in beams, slabs, dome, walls etc. FPS brick wok of class designation 75 in foundation and plinth in 1:3 mix with standard specifications of mud, flooring in 1:2:4 and cement plaster 12mm thick in 1:3 mix & 6mm plaster in 1:3, complete with admixtures fittings, steel built up sections, providing and fixing 1mm thick MS steel door with frame 40x40x6mm, painting with synthetic paint, finishing wall with water proofing cement paint, white washing in lime, making plinth protection in 1:3:6 mix and carriage of material (complete job-details specification to be provided at the time of execution by engineers incharge as per established practices and specification 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 1:1 ½:3 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 compond /boundery 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 Anchor Blocks of size 0.80x0.70x0.90 mtrs in cement concrete 1:3:6 mix, embedded 0.40 mtrs in ground including excavation, centering shuttering, sturtting, propering etc., all complete inclusive all carriage of material. (Turn key basis)

construction of 16mm dia steel ripe crossing by way of earthwork in excavation by manual means in tranches in all kinds of soil, with an average depth 1.50 mtrs and 1;3:6 mix cement concrete with standard specifications an fixing of 100mm dia G.I pipes over steel rope (complete Job details specifications 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 valve chambers of internal size 2.20x2.20 mtrs square in shape in trench below ground level with depth of 1.45 mtrs and valve thickness 0.45 mtrs having overall internal depth of 1.25 mtrs in cement concrete 1:3:6 grade laid over mud mat 1:4:8 mix of thickness 0.20 mtrs covered with RCC slab 1:2:4 mix having overall size 3.10x3.10x0.10 with reinforcement @ 100 kg /cum, fixing manhole cover with frame of angle iron and MS sheet etc. finishing smooth with 15mm thick cement plaster in coarse sand in 1:4 mix from inside/outside, centering, shuttering including shuttering, propping carriage 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)

c. ELECTRO MECHANICAL COMPONENTS

Providing , instalation, testing and commissioning of 5000 GPHx350 mtrs head HC Pump set with allied accessories.

Providing, installation, testing and commissioning of 140 ampere LT Control panel with allied accessories.

Providing , installation, testing and commissioning of 150 KVA voltage stablizer with allied accessories.

Upgradation of Electric transformer from 100 KVA to 250 KVA alongwith allied works

Dug Well (Anji Sulla) Providing , instalation, testing and commissioning of 5000 GPHx350 mtrs head HC Pump set with allied accessories.

Design, fabrication, instalation, testing and commissioning of 140 ampere LT control panel with allied accessories.

Providing , installation, testing and commissioning of 150 KVA voltage stablizer with allied accessories.

Electric Components laying of HT line on ST poles 9 mtrs long using ACSR Weasel conductor with 52 mtrs span.

Erection of pole mounted 250 KVA Distribuation sub Station.

S R Chaddha Industries Limited