Repair to Bridge over river local Nallah Gadakharada to Badal_Road_Repairing of railing, painting of railing, and repairing of 150 mtr approachAt 2.470 km

12mm thick cement plaster with cement mortar (1:6) finished smooth to outside brick wall surface after racking out the joints including watering and curring with cost ,conveyance, royality , taxes of all materials and labour with T&P required for the work etc. complete in all respect as per specification and direction of the Engineer-in-Charge.

Wall painting two coats to walls with weather coat paint of approved shade to give an even shade including cost of paint per 1 sqm etc. complete as per specification and direction of the Engineer-in-Charge.

Providing and errecting a 'W' Metal beam crash barriers comprising of 3mm thick corrugated sheet metal beam rail,70 cm above road / ground level,fixed on ISMC series channel vertical post,150x75x5mm spaced 2.0mtr centre to centre,1.80 mtr high,1.10 mtr below ground /road level,all steel parts and fitments to be galvanised by hot dip process,all fittings to confirm to IS 1367 & IS1364,metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm,330 mm long complete as per clause 811 of MoRTH and as per direction of the Engineer-in-Charge.

Earth Work in excavation for foundation in ordinary soil with all leads and lifts including all labour, T&P articles, safety measures, incidentals, dewatering, removal of stumps and other deleterious materials and disposal up to a lead of 50mtr, dressing of side and bottom as necessary for the work etc.complete as per direction of the Engineer-in-charge.

Supplying and filling in foundation & plinth with sand well watered & rammed including all cost, conveyance, royalities of the materials labour T&P etc. complete as per specification and direction of the Engineer-in-Charge.

Providing and laying Cement concrete of proportion (1:3:6) in foundation using 40mm nominal size clean black hand broken granite stone metal of approved quality from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level, ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalities and labour with T&P required for the work etc. complete as per direction of the Engineer-in-charge.

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, as per clause 1501and direction of Engineer in Charge.

Construction of embankment with approved materials obtained from borrow pits with all leads and lifts and transporting to site by mechanical means within a lead of 5 Kms, spreading, grading to required slope & compacting to meet requirement of Tables 300-2 & Clause 305 of MOSRT&H specifications for road & bridge works (4th revision) etc. complete as per direction of the Engineer-in-Charge.