Laying of CC Road from Subhodhaya Hospital to at Jaya Nagar in Ward No. 3 Under Zone-I.

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, unloading & stacking at site but excluding central excise duty, sales tax, octroi and other Govt levies etc., as applicable.I.S.I Mark HD-35 With 560mm Dia Clear Opening

Raising of existing Manholes to Present Road level with CC (1:2:4) mix using 20mm HBG down graded metal including removing of low level manhole, raising to present road level with CC, fixing of SFRC frame and cover, labour charges for curing etc..complete

BLD-CSTN-12-1 Demolishing and disposal of unserceable materails within 100 Mts lead for Brick Walls steps

BLD-CSTN-12-1 Demolishing and disposal of unserceable materails within 100 Mts leadFor unreinfoced cement concrte morethan 15 cm thickness

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

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. As per All dismaltings