Construction of CC road and one side drain from Matadeen house to Bharrahiya pond in Gram Panchayat Bhadiyasi village Shankarpur Pathakpur, block Parsendi

Dismentalling of brick on the edge pavement i/c stacking of serviceable material and disposal of unserviceable materials with in a lead of 50m as per direction of Engineer in charge.

Re-laying of old brick edge soling i/c all complete the work as per direction of Engineer in charge.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

P/L in position in C.C specified grade excluding the cost of centering, shuttering ,finishing and reinforcement ( 1:6:12)with cement ,fine sand and 40mm gauge B/ ballast i/c all as per PWD(SCH)273

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203(Brick masonry in 1:4 cement mortar)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5(with 4km cartage)

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 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 formwork 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 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,

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(R.C.C. grade M 25)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

RCC work in cement, approved coarse sand and 2cm (3/4inches) gauge approved stone ballast in portion 1:2:4 excluding supply of rainforcement, and also includind supply of material T&P etc. required for proper complition of work strength of the concrete shall not be less than M-150 as per SI No.-283 (Drain Covers)