Construction of CC road and drain from Khushiram Yadavs house via Kevala Sadan to Anuj Singhs house to A.P. Singhs house in Shiv Vihar Colony under Jankipuram Ward 1

Site Visit & Photograph.

Raising of chamber

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil.(DAR 2.8.1)

Providing and laying in position cement concrete 1:6:12 (1 cement:6 coarse sand zoneIII:12 graded brick aggregate 40mm nominal size) of specified grade excluding the cost of centering and shuttering-All work upto plinth level.(PWD SCH-273)

Brick work with common burnt clay F.P.S(Non Modular) bricks of class designation 7.5 in foundation and plinth in (1:4 cement and mortar ) including all material labour t&p complete .(DSR 6.1.2)

RCC work grade M-25 i/c all material, labour T&P etc. req. for proper completion of the work.

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.

12 mm thick plaster in 1:4 ( 1 cement : 4 coarse sand ) over brick work including all material labour t&p complete. (DSR 13.4.1)

Providing concrete for plain/reinforced concrete Nominal mix 1 : 2 : 4 (Hand mixed) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.

Construction of granular sub base by providing well graded material spreading in uniform layers with mortar grader on prepared surface,mixing by mix in place method with rotavater at OMC,and compacting with vibratory roller to achieved the desired density complete as per clause.

Construction of un-reinforced , plain cement concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), 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, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using cruing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification clause 1501.(AR)

Providing and laying of expansion joint filler at joint.(M.R)

S/F Sign board etc all complete.

Less 5% Department Charge