Reconstruction of VR Bridge at RD 136300 of Kala Singha Drain under Jalandhar Smart City Mission

Amount

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)

Crash Barriers Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete using cement , as per dimensions in the PWD stanadard drawing No 27.Section 3,Including form work but excluding steel reinforcement-and at locations directed by the Engineer, all as specified-with concrete mixture

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30-For solid slab Using batching plant, Tasnsit Mixcer and Concrete Pump For Solid slab super-structure-including centering and shuttering Height up to 5m

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil In Ordinary soil Mechanical Means Depth upto 3 m

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil In Ordinary soil Mechanical Means Depth 3 m to 6 m

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.

Filling stones or spalls into crates and hand packing

Dismantling brick work tile, masonry or tile lining In cement

Dismantling concrete Reinforced cement concrete

Tar paper polythene films/ sheet of 100,125,150,200,250 micron below slab at abutment bed plates

Cement concrete 1:3:6 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Supply of Boulder stone as per departental specifications I/C digging, Collection, all taxes, Loading, unloading, stacking from Govt. Approved Quarry to site. (3.6 to 18kg)

Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and cpmpacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications.

AMANDEEP SINGH CONTRACTOR