Vikas khand newada me gram sabha Audhan me Munnu ke Khet se lekar Jaipal ke ghar tak interlocking karya

Construction of Embankment with material obtained from road way cutting

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), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1

Concrete with 4 cm brick ballast, fine sand and cement in foundation and under floors in raito 12:6:1 S.I. 273

Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1

2.5 cm thick 1:2:4 plain cement concrete with cement approved coarse sand and 2 cm graded approved stone grit laid in panels finsihed with 3 mm floating coat of neat cement slurry . Without base concrete. i/c supply of all materials , labour, tools and plants etc. requried for proper complition of the work.

Granular Sub-base with Well Graded Material (Table 400.2)

WBM Grading 3

Provoiding and laying of Rubber moulded reflective Zig-Zag 80 mm thick tiles of precost compressed c.c. passing 30mpa compressive strength ISI marked concrete block pavements having thickness 80 mm as per technical specification clause 1504

R.C.C work with with cement approved course sand and 2 cm approved stone grit in praportion of 1:1.5:3 in SLAB excluding supply of renforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire including necessary centering and shuttering i/c all.As. per S.I. No. 283

M.S. (tor steel or plain ) plain work such as r.c.c. or r.b. work i/c bending for proper shape and i/c supply of steel and its wastage bend, hooks and authorised overlapping shall me measured and i/c cost of binding wire.