Laying of CC Road from D.No. 23-3-124 to 23-3-135 at Vaikuntapuram 4th Cross in Ward No. 19.(Reserved for SC/ST and Waddera).

Cutting open CC road surface including labour charges, all leads, lifts and conveyance of all materials etc., complete as directed by the departmental officers for pipeline trenches.

Manufacture, supply & delivery at the departmental stores of steel fiber reinforcement concrete manhole frames and covers of HD-20 circular type with 560mm clear opening including loading, conveyance unloading and stacking property as directed by Departmental Authorities HD-20 With 560mm Dia Clear Opening

Raising of existing UGD manholes to the present road level with CC(1:2:4) mix using 20mm HBG down graded metal including dismantling of existing slab, removal and refixing of SFRC manhole frames and covers and providing concrete to the present road level etc., complete

(BLD-CSTN 2-5) Providing Plain cement concrete 1:4:8 using 40 mm metal with concrete mixer upto plinth level as approved by the department including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge

(RBR-CCPV-5 ) 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 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, 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. (CC Pavement)

Carting away the surplus excavated material i.e., earth from the site to a suitable distance of about 5 kms including loading, unloading, conveyance, labour charges, all leads and lifts and other incidental and operational charges etc., complete.