GENERAL

Earthwork excavation in Ordinary soil by Manual Means upto 3 m depth 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 as per Technical Specification 305 MORD / 304 MORTH (RBR-FNDN-1(B)) - 1 Cum

Filling of local earth for foundation trenches including cost and conveyance of all materials and all labour charges ramming, watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH

Filling of stone crusher dust for foundation trenches including cost and conveyance of all materials and all labour charges ramming, watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH

Laying of Plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43/53 grade at cement as per Clause 1501.2.2 M30 (Grade) at 400 kg per cum, coarse and fine aggregates conforming to IS:383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including curing of concrete slabs for 28 days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. Culverts approaches

Provision for Seignorage charges

Provision Towards merit 2%

Provision Towards DMF 30%

Provision for NAC @ 0.10%

Provision for GST @ 18%

Provision for TPQA @ 0.739 %

Unforeseen item