Construction of Cheog to Dadas road km 0.00 to 5.00

Amount

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including all leads and lifts as per direction of the Engineer-in-Charge. (Ordinary Soil)

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifiction clause 802,803,1202 and 1203. including all leads and lifts as per direction of the Engineer-in-Charge. (1:6:12 ) 40 mm nominal size)

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 i.e (1:4:8) 1Cement: 4Sand:8 Graded stone agg.25mm Nominal Size ,i/c all leads and lifts as per direction of the Engineer-in-Charge.

Providing and Laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303. Rubble stone Laid in CM (1:3)

Providing laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108. 900mm dia. including all leads and lifts as per direction of the Engineer-in-Charge.

Provding and fixing weapholes in brick masonry/stone masnory, plain RCC abutment, B/wall, R/wall with 100 mm dia PVC pipe i/c all leads and lifts.

Back Filling behind retaining wall/ breast wall. including all leads and lifts as per direction of the Engineer-in-Charge

Loosening of the ground up to alevel of 300mm below the sub grade level watered,graded and Compacated in layer to meet5 requirement of Table 300.01 and 300.2 for sub grade construction as per technical specification Clause 303.5.2

Consolidation of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade. i/c all leads and lifts and as per direction of the Engineer-in- Charge.

WBM Grading1: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages 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 grading-II as per Technical Specification Clause 405 including all leads and lifts or as per the direction of Engineer-in- Charge. By Mechanical Means

rakesh

MADAN VERMA

BALKRISHAN VERMA

Yashwant.construction

Rakesh Kashyap