The work levelling of 53 acres land including earth work in cutting and filling and Earth filling along the boundary wall complete in all respect taking the earth from MHU land and constructing the water tank and side drain in MHU, campus at Raiya

Amount

Earth work in excavation in ordinary soil (exclusive of compensation) including with combined lead upto 15 mtr including breaking of clods (HSR 6.2 b)

Extra for every 7.5 mtr lead 3,45,785 m3@Rs. 2.65/m3+425% (HSR 6.2 C (i)

Dressing of Earth work HSR 6.1 (C)

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6)

Clearing jungle including uprooting of rank vegetation grass brush wood, trees and saplings of girth upto 30 cm measured at a height of I metre above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. (HSR 6.26)

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth.(HSR 10.39)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.41)

Cement concrete 1:1.1/2 :3 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.42)

Cement concreate 1:1:5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal excluding steel reinforcement but including centring and shuttering laid in position complete in all respect (HSR 10.82 +10.95)

First class brick work laid in cement sand mortar 1:4 in foundation (HSR 11.4)

12 mm thick cement plaster 1:4 (HSR 15.5)

Fe 500 EQR TMT steel bars for R.C.C work where not included in the complete rate of R.C.C. including bending binding and placing in positon complete (HSR 18.22)

Double layer tile lining for irrigation channels, consisting of (i) 10 mm thick cement mortar 1:5 in sub grade. (ii) First layer of 5.08 cm thick tile 30.48 cm x 15.24 cm laid in 1:5 cement mortar as mentioned above. (iii) Sand-wiched plaster 1:3 cement mortar 15 mm thick (iv) Second layer of tiles, laid in 1:3 cement mortar, with 6 mm thick layer of mortar, over sand wiched plaster – (I) in bed (II) on side slopers (HSR 19.7)

Hire changes of JCB for levelling of ground by cutting & filling of earth including machinery, diesel driver and labour etc complete in all respect (NS)

Total station survey for levelling & contouring of ground before & after executing of earth work 53 acre area(NS)

Nain Builders

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