Upgradation Of Link Road Rawoocha Chopan Mohalla

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres for all kinds of soils

Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/dressing and carriage of materials from approved nearest sources to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Random Rubble masonry with Quarry hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dry random rubble masonry with hard stone in foundation and plinth With bond stone using Quarry stones

Providing and laying 50 mm thick coping in 1:2:4 grade using 20 mm crushed stone aggregates

Providing and laying in position cement concrete of specified grade in 1:2:4 mix including curing but excluding the cost of centring and shuttering. All work upto plinth level

Centering and shuttering including strutting, propping etc and removal of formwork for Foundations, Footings, Bases of Columns,Retaining walls etc for mass concrete.

P/L of RCC spun pipes in position including earthwork cutting ,laying of pipes in position and refilling by excavated materials providing sufficient cushions over pipes including loading , unloading and including cost of pipes and carriage complete job . (12" Dia).

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 size of coarse aggregate not exceeding 25 mm, mixed 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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of 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,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501