General Fund

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH CC

Earth work excavation of strucures as per drawing and technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Conveyance of excavated earth with an average lead of 5 KM including loading, unloading etc; complete as per SS and also as per the directions of departmental authorities. Add extra for leads and lifts.

Providing concrete for p ain concrete (M10) using 220 Kgs Cement 40 mm nominal size hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH

Brick work CM (1:6) using 2nd class bricks from approved kiln including cost, seigniorage and conveyance of all materials and labour charges including mortar mixing, laying, watering excluding contractors profit on seignorage charges etc complete as per SS.

Collection and Supply of Dust for filling including Cost and coneyance, Spreading, Sectioning etc.consolidation complete.

Plastering for walls in CM (1:4) 12mm thick including cost and conveyance of all materials, and labour charges for mixing of mortor watering curing etc. complete.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation excluding contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD using 25, 12mm metal and 400 Kgs. cement per 1 Cum., including cost and conveyance of all materials and labour charges etc., complete.

Providing concrete for plain concrete (M20 Design mix) using 343 Kgs Cement ,20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH

Supply and fixing of Separation membrance of impermieable plastic sheeting 125micron thick including fixing in position as directed by the departmental authorites

Supply of bituminous hot sealing compound (grade-A ISI ) poly sulphide and sealing the joints incl.cost and conveyance of all materials etc.but excl.labour charges for placing in position for contraction joints at 1.50 interval / for expansion joints/for longitudinal joints as per MORTH specification number 602-1 Rm

Bailing out water from the pipe line trenches withoil engine driven pump sets including hire charges fule charges and wages for driver and helper upto 5HP capacity pumps