R R Damages on Kharooni Lodhimajra road k m 0 0 to 4 0

Amount

Earth work 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 metre, dressing of sides and bottam and back filling in trenches with excavated suitable material. Ordinary soil upto 3.00 metre depth.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Plain Cement concrete Nominal mix 1:4:8 40mm

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 For design mix RCC M 20 1:2:4 in superstructure Upto 5m height as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Providing and laying reinforced cement concrete in superstructure complete as per drawings and Technical Specification Clauses 800, 1205.4 and 1205.5 Reinforced Cement Concrete Grade M25 (1:1.5:3) Nominal mix

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawings and Technical Specification Clauses 800, 1206.3

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 and 1202. HPSR 2009 Item No. 13.3

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

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

AMANDEEP KALIA GOVT. CONTRACTOR

SATNAM CONSTRUCTION AND FABRICATION

Chander Mohan Chawla

AVTAR SINGH GOVT CONTRACTOR

Manoj kumar