Repair to H.L Bridge over Matuali Nallah at 4th K.M on Ballam to Suguda road_Road_Repair of parapet wall,clearing water way and Colouring _At 4.000 Km.

Providing and applying two coats of Enamel paint over one coat priming to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 2 Sqm

6 mm thick cement plaster (1:4) to RCC surfaces with closed deep chipping and slurry treatment incl. watering, curing etc. complete withcost, conveyance, royalty & taxes of all materials,cost of labour and T&p etc. all complete as per the direction of E.I.C.( A/R P/109 item 27 ).

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.

Construction of un-reinforced 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 M-30 (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 form work 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, expansion and construction joints, applying sealant, 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 as per direction of the Engineer-in-Charge.

Supplying & fixing 15 Cm dia. & 1 Mtr long Guard Posts of C.C (1:2:4) with hard granite chips including cost of all reinforcement. Page -102 item - 6 of S/R - 2006 of Miscallaneous Item