Construction of a CC road and RCC drain from in front of Ishtiyaq house to Ram Gopal house, and a link lane from Mohammad Saeed house to Sonu house, in Ward-Katra Badhiyan Tola, Faizullaganj.

Earth work in excavation with ordinary soil 1.50 mt lift and 30mt lead etc all complete. S.I.NO.251

P/L concrete in 1:6:12 cement ,f.sand&40mm brick ballast etc all complete S.I.NO. 273

M-150 class brick work 1:4 cement ,c. sand mortar etc all complete S.I.NO 305(b)

12mm thick cement plaster 1:3 cement ,c. sand mortar etc all complete S.I.NO. 580

Earth work in embankment/Filling up to 5km. Cartage T&P all complete. As per P.W.D. specification (For 3km @-204.10/cum+2km [email protected]=261.40/cum) say Rs-261/cum As Per PWD Specification

Construction of grannlar sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as (602)

Providing and laying in position specified grade of Reinforced cement concrete work in walls (any thickness) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering, shuttering, finishing and reinforcement [DSR.NO. 5.2.2] 10852.95X0.735 =7976.91

Centering and shuttering including strutting, propping etc. and removal of form work for walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc [DSR NO. 5.9.2] @ 619.23

Centering & Shuttering Including Streting Proping etc & Removal of Form Work for Retaining walls As Per D.S.R. No- 5.9.1 @ 288.23