Construction of RCC and Earthen Check Dam Structure Jal Bhandaran Scheme.

Amount

Excavation in foundations, trenches etc. in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excation & then returning the stacked soil in 15 cms. Layers, when eonsolidating each deposited layers by remming & watering & then disposing of all surplus excavated earth as directed within all leads charge.

Providing and laying cement concrete work 1:1.5:3 (1 Cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters bultersses, plinth and string courses etc. from top of oundation uprot floor two level.

Providing & laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in foundation & plinth.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30 X 30 X 5 mm so as to give a fair finish including centring, shuttering, struting and propping etc, with wooden batterns & ballies, ht, of propping and centring below exceeding 4.00 mtr, and removal of the same for insitu-reinforced conc. & plain concerete work in:-

Vertical surfaces such as well (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1 cement : 3 sand)

Providing Tor steel reinforcement for RCC work i/c bending, binding & placing complee upto floor two level.

Providing & laying in trenches GMS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separatly)

Providing & fixing CI Sluice valve (with hand wheel) as per IS: 780-1984 class-I upto 300 mm dia. (i/c brass spindle & as per 2906-1984 class-II for dia. more than 300 mm) complete with bolts nuts, rubber insertion etc., (the tail piece if required shall be measured & paid for separatly)

Excavation in foundation & trenches etc. in earth work in all kinds of soil within all leads & lifts as per entire satisfaction of Engineer in charge.

Compacting orginal ground supporting embankment.

Carriage of Non pervious soil for base of Earthen Dam.

Stone Piching for slope pretection.

Filling of stone or spawls for use as graded filter Drainage layer.

Carriage of previous soil for Earthen Dam.

[email protected]

MEHBOOB HUSSAIN

NITIN SHARMA

Himalaya Enterprises