WATER SUPPLY SCHEME SALAL 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 [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

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 6.25 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 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 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 dug Well /Cum Pump Room in all kinds of souls (60% all kinds +40% 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 Chain link fencing around various civil structures with angle iron 50mm x 50mm x 6mm for vertical posts and 40mm x 40mm x 6mm for Top and Bottom members embeded in cement concrete block 1:2:4 concrete mix of size 2.0x2.0x2.5 ft at 6 ft C/C for a length of 100M with standard gaze and mesh aperture including gates mounted on iron posts. (Turn key basis)

Construction of Anchor Blocks of size 1.0x1.0x1.0 mtrs in cement concrete 1:3:6 mix with 20% boulders, embedded 0.50 mtrs in ground including excavation, centering shuttering, sturtting, propering etc., all complete inclusive all carriage of material. (Turn key basis)

Construction of protection works by laying knitted wire crate of 6x1.5x1.5 gauge by earth work in excavation by manual means to the desired depth, hand packing stones in wire crates incl. cost of stones and wires crates, stones to the supplied separately after deducting for voids incl. carriage by MT and HL at spots. All as per direction of the Engineer incharge in single layer / multilayer as per side conditions. (Turn key basis) (50 Nos crates)

MECHANICAL COMPONENTS

Stage-Zero (Salal Kotli) Procurement , Installation, testing & commissioning of 10000 GPH x320 mtrs head HC pump set with allied accessories.

Procurement , Installation, testing & commissioning of 250 KVA voltage stabilizer with allied accessories.

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

Stage-1st Procurement , Installation, testing & commissioning of 10000 GPH x320 mtrs head HC pump set with allied accessories.

Procurement , Installation, testing & commissioning of 250 KVA voltage stabilizer with allied accessories.

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

Stage-2nd Procurement , Installation, testing & commissioning of 10000 GPH x100 mtrs head HC pump set with allied accessories.

Procurement , Installation, testing & commissioning of 100 KVA voltage stabilizer with allied accessories.

Design, fabrication, installation, testing and commissioning of 110 ampere LT control panel with allied accessories.

Electric Components Laying of HT line on ST poles 8 mtrs long using ACSR Weasel conductor with 52 mtrs span.

Erection of pole mounted 250 KVA distribuation Sub Station.

S R Chaddha Industries Limited