CC Road and culvert

Dismantling of existing structures comprising of Reinforced 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

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

Carting away of excavated earth/ debris to a lead of 4 Km. The rate including conveyance charges, labour charges for loading, unloading, etc., complete 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

Bailing out of water from the trench with oil engine driven pumpset of capacity 5 HP. The rate including hire charges of oil engine, fuel charges, wages for driver, helper, etc., complete as directed by the departmental officer in charge of the work.

Filling Dust in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH. The rate including cost and conveyance of all material, labour charges for filling, watering, ramming, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniroage charges.

PCC (1:4:8) mix using 40mm size HBG machine crushed metal from approved quarry including cost and conveyance of all materials to site and its seignorage and lobour charges for mixing machine mix, laying and ramming with heavy rammer etc., complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges.

Plain Cement concrete Naminal Mix (1:2:4) nominal mix using using 20 mm HBG metal with machine mixing.HG metal including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site and excluding seignorage charges, machine mixing, laying concrete, vibrating, curing, excluding contractors profit on excluding seignorage charges etc., complete for finished item of work etc., complete as per SS.

Plain Cement concrete Naminal Mix (1:2:4) nominal mix using using 20 mm HBG metal with machine mixing.HG metal including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site and excluding seignorage charges, machine mixing, laying concrete, vibrating, curing, excluding contractors profit on excluding seignorage charges etc., complete for finished item of work etc., complete as per SS.

RCC M20 Nominal mix (Cement fine aggregate coarse aggregate) conrresponding to table 9 of IS 456 using 20mm size graded machine crused hard granite metal (coarse aggregate) from approved quarry including cost and conveyane of all materials like cement fine aggregate (sand ) coarse aggregate, water etc., to site and excluding seigniorage charges sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but including centering, shuttering

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 including cost of all materials, its all taxes and labour charges for cutting bending and tying grills etc., complete and as per SS and as directed by the departmental officer-in-charge of the work

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

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. As per SS and as directed by the departtmental officer in charge of the work.