Providing CC Road

Dismantling of existing structures comprising of Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceble material and stacking the serviceble material with all lifts and lead of 1000m as per technical specification as per SS and as directed by the departmental officer in charge of the work

Earthwork 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 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH etc., complete as per SS and as directed by the Departmental officer in charge of the work by Manual means upto 3.00m depth in ordinary soils

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method at once and compacting with Hand roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD. with STONE DUST etc., complete as per SS and as directed by the departmental officer in charge of the work, but excluding siegniorage charges.

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. All work upto plinth level including cost of all materials and labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

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 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.etc., complete as per s.s and as directed by the departmental officer in charge of the work. but excluding seigneorage charges.

Providing Vibrator Vaccume Dewatering power trowelling to finish the surface including all materials, labour & all hire charges etc. complete for finished item of work including overhead charges &contractor profit etc complete. Unit 1.00 sqm and as directed by the departmental officer in charge of the work

Supply and delivery of MS dowel bars S-240 garde including cost and conveyance placing dowel bars in posiation directed by the Dept officer incharge.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded. The rate including cost and conveyance of steel, binding wire, labour charges for fabrication of grills, placing in position, etc., complete as per SS and as directed by the departmental Officer in charge of the work.

Assistant Engineer

Tuni Municipality