Repairs & Relaying of Damaged 450 mm dia RCC UGD Sewer Pipe Line on Gutti Konda Dhanunjaya Rao Street (Currency Nagar) 3rd Division. (AE-8 Section) at Work Division-3 area. 1st Call General Funds

Cutting open CC road surface including water bound mecadem including labour charges all lead and other incidential and operational charges and stacking excavated etc. complete as directed by the departmental authorities.

Supply, Delivery and jointing of R.C.C NP-3 Socket and spigot pipes with Rubber Rings confirming to BIS No. 458/1988, BIS 5382/1985. The rate includes the cost of Rubber 2 rings, lowering of RCC spigot and socket pipes carefully in to the trench, laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a lead upto 500m etc..complete as per S.S., and as directed by the departmental authorities For 450 mm dia

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including 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 back filling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH. By machine

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including 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 back filling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH. By Manual

Supply and delivery of quarry dust from approved quarry including cost and conveyance of all materials and labour charges for stacking at site to departmental guage, spreading. sectioning, seignorage, watering etc., complete as per specification.

Bailing of water from the pipeline trenches with oil engine driver pump sets, including hire charges, fuel charges and wages for driver and helper etc., complete as per SS as directed by the departmental authorities.

Conveyance of excavated earth with an average lead of 2 Km including loading, unloading, spreading and stocking etc, complete

Labour engaged for removing and refixing of manhole frame and cover and debries cleaning the manholes complete as direceted by the departmental authorities.

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 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, laying and fixing of 125 mictron thick polythene film, 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. Unit cum, including cost and conveyance of all materials and labour charges Excluding CP & TP on Seignorage charges etc, Complete

roviding. Laying Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam specification (5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished itern of work