Estimate for Connecting Defunct Tubewell of PWRMDC (Janauri-1) in Village Janauri with Distribution System of Janauri Dam for Recharging Purpose in District, Hoshiarpur, Punjab.

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. (A) Earthwork upto 1.5m Depth (i) All classes except rocky Complete in all respect .

Excavation in soil (any type) using hydrolic excavation CK90 with hydorlic excavator of 0.9 cum bucket capacity inculding cutting, treaming bottam and slide slope, in accordance with requirement of lines, grades and cross section, including all lift and combined lead upto 30m.

Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meterincluding 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 cautionboards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (A) Earthwork upto 1.5m Depth (i) All classes except rocky Complete in all respect .

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.

Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (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 as per Specifications.

110 mm o/d pvc pipe of 2.5 Kgf/Sqcm

225 mm o/d pipe of 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 ISI. ( 100mm i/d dia sluice Valve Flanged )

Cement concrete 1:4:8 with stone aggregate 40 mm mixing by manual means.

Cement concrete 1:2:4 With stone ballast or shingle, mixing by manual means.

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

12.50mm thick Cement plaster 1:4.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Steel Work fixed independently without connected plates Including cutting hoisting and fixing in position (b) Flats

Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore . 150 mm Steel Strainer (slot size 0.15 /0.20 mm) 5 mm thickness

Providing, laying, fixing and testing M.S. pipelines as per IS-1239 and specials such as tees, bends, sockets, elbows etc. in trenches in the ground including cutting, threading and testing etc. complete.(c) 150 mm internal Diameter ( thickness 4.85 mm)

Supplying, lowering and fixing of M.S Special Socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect (b) 150 mm internal Diameter

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-

Second Layer :- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm(from Pathankot or approved equivalent quarry)

Third Layer :- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).

Fourth Layer :- Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm(from Pathankot or approved equivalent quarry)

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and Plinth

Supplying and Fixing uPVC Equal Tee of 4kgf/cm2 Pressure confirming to relevant IS Codes with latest Ammendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge.

Supplying and Fixing uPVC Reducer of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Ammendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge.

Supplying and Fixing Upvc 90 Degree Bend of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Ammendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge.

Supplying and Fixing Upvc Socket of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Ammendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge.

Supplying and Fixing of Cast Iron Flanges confirming to relevant code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge.

Supplying and Fixing of MS Clamps confirming to relevant code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge.

Supplying and Fixing of Mechanical Flowmeter ( 110 mm) confirming to relevant code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge.

Drilling Hole and Connection MS Pipe of Existing bore hole pipe including cutting and jointing complete in all respect as per instruction of Engineer-in-charge.