C/O soling drain M/T Ramshehar Sunna Nerli road from Kafled to harijan basti Village silon near home Sh Bhagat Ram GP behari Km 0/0 to 2/00 (SH P/L Gr-1 0/0 to 0/500, 900mm dia pipe culvert at RD 0/750, 0/810, 0/900, 0/990 u shape drain 0/400 to0/7

Amount

Preparation fof sub grade by dressing to camber (Earth work involved for cutting for sub grade to be paid for separately depending upon the classifications of soil complete as per HPPWD specificationsas per directions of Engineer-in-charge

Construction of sub grade with road roller including making good the undulation etc. with earth or quarry dust etc. and rerolling the sub grade with road roller complete.

Providing, laying, spreading and compacting stone aggregates of Grading -I (90 to 63mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stage to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 By Mechnical meansas per directions of Engineer-in-charge

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, consolidation of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtrs ., dressing of sides and bottom and backfilling in trenches with excavated suitable material. - upto 3.00 mtrs. depth.

Providing and laying concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203. - P.C.C grade 1:3:6

Providing and laying reinforced cement concrete pipe NP-2 for culverts on first class edding of granular materials in single row including fixing colour with cement ortar 1:2 but excluding excavation protection work and parapets clause 1106. 900 m dia

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material, within all lead and lift as per the direction of the Engineer-in Charage.

Providing weep holes in brick masonry /stone masonry plain/ reinforced concrete abutment, wing wall, Retaining wall with 100 mm dais A.C. pipe expending through the full width of the structures with slopes of 1 (V):20 (H) towards drawing face complete as per drawing and technical specification clause 614,709,1204, 3.7.

SANJEEV KUMAR GOVT CONTRACTOR

CHET RAM

JITENDER KUMAR

VIRENDER SHARMA

rehana