Laying of CC Road from D.No. 18-39-M10-180 to 18-39-M10-24 at Rayalaseema School Street Ashok Nagar in Ward No. 33 - (15th Finance Commission 2024-25 (Ist Installment) - Untied Grant).

Demolishing and disposal of unserceable materails within 100 Mts lead for un rainforced Cement Concrete above 15cm thickness

Demolishing and disposal of unserceable materails within 100 Mts lead For unreinfoced cement concrete upto 15 cm thickness

Demolishing and disposal of unserceable materails within 100 Mts lead ForBrick Masonery Walls

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-20 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

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including dewatering, 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

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 -Earth Work Qty

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 -Dis. Qty

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

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)