ESTIMATE FOR Construction of new pond at Village Manhota (Thana Dam) in District Hoshiarpur Punjab.

Amount

Jungle Clearance Complete in all respect as per Drawing, Design, Specifications and Instructions of Engineer-in-Charge.

Excavation in Soil (Any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9cum 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. Complete in all respect as per Drawing, Design, Specifications and Instructions of Engineer-in-Charge.

Earthwork for making of Berm Complete in all respect as per Drawing, Design, Specifications and Instructions of Engineer-in-Charge.

Dressing of earthwork (Dowel, Side Slope) Complete in all respect as per Drawing, Design, Specifications and Instructions of Engineer-in-Charge (i) New Work or Remodelling Work Unit

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. Complete in all respect as per Drawing, Design, Specifications and Instructions of Engineer-in-Charge

12.5 mm thick cement plaster 1:4. Complete in all respect as per Drawing, Design, Specifications and Instructions of Engineer-in-Charge .

Cement Concrete (1:4:8) with Stone Aggregate 40mm gauge Complete in all respect as per Drawing, Design, Specifications and Instructions of Engineer-in-Charge (ii) Mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:2:4 with stone ballast or shingle mixing by manual means Complete in all respect as per drawing, Design, specifications and Instructions of engineer-in-charge.

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 Drawing, Design, Specifications and Instructions of Engineer-in-Charge.

Providing, Laying , fixing & jointing of uP.V.C. Socketed Pipes (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 Drawing, Design, Specifications and Instructions of Engineer-in-Charge. a) 180mm Dia 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. 200mm i/d Sluice Valves flanged

Supplying and fixing of UPVC Reducer of 4.0 kgf/sqcm pressure confirming to relavent 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.

180mm x 200mm

Provision of 12 W generic solar street lights along with all accessories including fitting.Complete in all respect as per Drawing, Design, Specifications and Instructions of Engineer-in-Charge.

1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre 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 diagonals 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.

Filling stones or spalls into crates and hand packing.

Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh.

Providing and fixing of mechanical Flow Meter (200mm dia) with fitting assembly. complete in all respect as per PWD specifications and instructions of engineer-in-charge.

Supplying and Fixing uPVC Equal Tee 180mm x 180mm x 180mm of 6kgf/cm2 Pressure confirming to relevant IS Codes with latest Amendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge.

Boulder masonry in cement mortar (1:6) in foundations and plinth.

Supply and fixing of CI Flange 6kgf confirming to code with latest amendments if any at site of work, Complete in all respect as per design, pwd speciftications and instructions of dia 200mm Engineer in charge.