ESTIMATE for Construction of new ponds and providing Dholbaha Dam water to various ponds under kandi Area Dam Mtc. Division No.2 WRD-Punjab Hoshiarpur

Amount

Jungle clearance.

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lineswith 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. Earth work upto 1.5 m. Depth for All classes of soil except rocky.

Earthwork for making of Berm complete in all respect as per drawing,Design specifications and instructions of Engineer-in-charge

Dressing of earth work:- New work or remodeling work.

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 uP.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.(Dia-110mm)

Providing, Laying, fixing & Jointing of uPVC 90 deg. bends as per IS 10124-2009@ 4.0 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.(110mm)

Providing, Laying, fixing & Jointing of uP.V.C. equal tees as per IS 10124-2009 @4.0 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.(110mm)

Providing, Laying, fixing & jointing of uP.V.C. sockets as per IS 10124-2009 @ 4.0 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. (110mm)

Providing, Laying, fixing & jointing of uP.V.C. reducer as per ts 10124-2009 @4.0 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. (110*125mm)

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 incharge) i) Class PN-1.6 as per ISI:-100mm i/d Sluice Valves flanged

Supply and fixing of Flange tail end 4 kg with flange conforming to code with latest amendments If any at site of work including loading, unloading and rehandling of any complete in all respect as per design, PWD specifications and instructions of Engineer-in-charge (110mm)

Cement concrete 1:4:8:- with stone ballast 40mm gauge.

Cement concrete 1:2:4- With stone ballast or shingle:-mixing by mechanical means

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

12.5 mm thick cement plaster 1:4

Filling of stone spall into crates and hand picking

Weaving wire netting for wire crancluding binding sides and partitions to mcrate of 15 cm x 15 cm or 25 cm x 7.5 mesh.

1.2 Meter High G.I. Barbed Wire Fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters center to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagnoals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications.

Providing, Laying, fixing & jointing of mechancial flow meter.

Charges for other items (including screening at catch drain section as per site to avoid entering floating debris in pond, any other accesories for pipe fitting (like reducers having differnet dia of pipes) if required,etc)