Estimate for Restoration of damaged/chocked pipe line along with allied work of distribution system of Maili Dam in district Hoshiarpur.

Amount

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect as per design, drawing and instructions of Engineer-in-charge.

Earth work upto 1.5 m Depth for

All classes of soil except rocky

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work as per design, drawing and instructions of Engineer-in-charge.

Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.

90 mm dia

125 mm dia

140 mm dia

160 mm dia

180 mm dia

200 mm dia

225 mm dia

250 mm dia

315 mm dia

400 mm dia

Supplying and fixing uPVC riser for release of water at different outlet complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge.

90 mm dia pipe (2.5 Kgf/sqcm)

125 mm dia pipe(2.5 Kgf/sqcm)

140 mm dia pipe(2.5 Kgf/sqcm)

160 mm dia pipe(2.5 Kgf/sqcm)

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge) B. Class PN-1.6 as per IS complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.

90 mm dia sluice valve flanged

125 mm dia sluice valve flanged

140 mm dia sluice valve flanged

160 mm dia sluice valve flanged

180 mm dia sluice valve flanged

200 mm dia sluice valve flanged

400 mm dia sluice valve flanged

Providing & fixing Single Air Valves ISI Marked as per IS-14845 including jointing, cost of nut bolts & rubber insertion all carriages complete. (d)C.I Single air valve screwed (size 50mm) complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.

90 mm dia

125 mm dia

140 mm dia

160 mm dia

180 mm dia

200 mm dia

Providing & fixing ISI Marked Alfa Valves complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.

90 mm dia

125 mm dia

140 mm dia

160 mm dia

180 mm dia

200 mm dia

Cement concrete 1:4:8 with stone aggregates 40mm gauge, mixing by manual means complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.

Cement concrete 1:2:4 With stone ballast or shingle, mixing by mechanical means using concrete mixer volumetric type complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.

Cement plaster 1:4 (12.50mm) thick complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.

Dismantling Brick work tile, masonry or tile lining, (In cement) complete in all respect as per specifications and instructions of Engineer-in-charge.

Dismantling Concrete, (b) Cement Concrete plain 1:4:8 or 1:5:10 complete in all respect as per specifications and instructions of Engineer-in-charge.

Dismantling Concrete, (d) Cement Concrete plain 1:2:4 complete in all respect as per specifications and instructions of Engineer-in-charge.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) complete in all respect as per design, specifications and instructions of Engineer-in-charge.

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.

(b) FLATS

Supplying and fixing of uP.V.C. socket of 4.0 Kgf. /sqcm pressure confirming to relevent IS code with latest amendments if any, at site of work complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge..

90 mm dia

125 mm dia

140 mm dia

160 mm dia

180 mm dia

200 mm dia

225 mm dia

250 mm dia

315 mm dia

400 mm dia

Supplying and fixing of uP.V.C. 90 degrees bends of 4.0 Kgf. /sqcm pressure confirming to relevent IS code with latest amendments if any, at site of work complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge..

90 mm dia

125 mm dia

140 mm dia

160 mm dia

180 mm dia

200 mm dia

Supplying and fixing of uP.V.C. equal tees of 4.0 Kgf. /sqcm pressure confirming to relevent IS code with latest amendments if any, at site of work complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge..

Supplying and fixing of uP.V.C. reducer of 4.0 Kgf. /sqcm pressure confirming to relevent IS code with latest amendments if any, at site of work complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge..

Supplying and fixing of uP.V.C. End cap of 4.0 Kgf. /sqcm pressure confirming to relevent IS code with latest amendments if any, at site of work complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge..

90 mm dia

125 mm dia

140 mm dia

160 mm dia

180 mm dia

200 mm dia

Supply and fixing of M.S. service saddle confirming to code with latest amendments if any at site of work complete in all respects as per design, pwd specifications and instructions of engineer-in-charge

Supply and fixing of C.I. Flange 4 kgf confirming to code with latest amendments if any at site of work complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge

Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge (for opening the choked pipes in dam distribution system) (a) Capacity of Air compressor 300 cfm at 250 psi

Any CSR item

SEEMAX AGGREGATE AND CONCRETE

THE NAUSHERA MAJHA SINGH CORP LABOUR AND CONSTRUCTION SOCIETY LIMITED