ESTIMATE for Construction of New Pond at Village Dholbaha under Dholbaha Dam in District Hoshiarpur Punjab.

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.

Earth work in excavation in foundations trenches etc. in all kind of soil where Pick-Jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of tenches , stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm, layers with compacting including disposal of all surplus soil as directed within lead of 30 meters.

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-140mm)

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.(140mm)

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.(140mm)

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. (140mm)

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. (140*150mm)

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:-150mm 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 (140mm)

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 1:6 in foundation and plinth

10 mm thick cement plaster 1:4

10 mm thick cement plaster 1:4 on floors

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.

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

RCC hand mix 1:2:4 with stone aggregate or shingle including steel reinforcement upto 60 kg/cum

) Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer‘s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

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

THE SHIVALIK CO-OP L&C SOCIETY LTD. (BID ID -626799)