Construction of road from Lodhimajra to Village Khairiana up to the boundary of BBNDA KM 0 0 to 2 0

Amount

Construction of granular sub base by providing well graded material, mixing in a meachanical mix plant at OMC carriage of mixed material to work site upto a lead of 1000 metre spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.

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 2 as per Technical Specification Clause 405.

Earthwork in excavation for structure 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 up to all leads and dressing of sides and bottom and backfilling in trenches with excavated suitable material in all kinds of soil as per the direction of the Engineer In-charge

Providing concrete for plain/reinforced concrete in open foundations mechanically mixed complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3.6

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(ne cement: two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108 900 mm dia (nine hundred dia)including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203, 1:4:8 ( one cement: four sand: eight graded crushed stone aggregate) 25mm(twenty five mili metre) nominal sizeincluding carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing weep holes in stone masonry , plain reinforced concrete abutment , wing walls, return walls ,retaining walls with 100mm (Hundred millimetre) diameter, PVC pipe extending through the full width of the structures with a slope of 1 (one) vertical :20(twenty horizontal) toward drawing face complete as per drawing and M.O.R.D technical specification clause 614,709,1204.3.7 including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Backfilling with granular material behind abutments , wing walls, return walls and retaining walls complete as per drawing and MORD technical specification clause 1204.3.8 including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

RAM PAL CHANDEL

RAJ KUMAR

BALDEV RAJ

SHIV PAL

rehana

Rafia khan