Construction of Check Dam on Bald Khad at Bouni Bhatoli in Tehsil Baddi District Solan HP

Amount

Cutting in earth work in all kind of soil complete in all respect and as per the directions of Engineer-in-Charge.

Excavation in drains and channels etc. in earth work lift up to 1.5 meter stacking the excavated soil not more than 3 meter clear from the edge of excavation and then returning the stacked soil in 15 cm layer in trenches consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth upto a lead of 20 metres in pick jumper work complete in all respects as per directions of Engineer-in-Charge.

Providing and laying cement concrete 1:3:6(1cement:3sand:6 water borne aggregate 40 mm nominal size) and curing complete excluding the cost of form work as per the direction and to the entire satisfaction of the Engineer-in-Charge.

In foundation and plinth complete in all respect and as per the direction of Engineer-in- Charge.

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like complete in all respect and as per the direction of Engineer-in- Charge..

Providing and laying reinforced cement concrete1:1.5:3 (1Cement :1.5 Sand:3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement etc.

In foundation and plinth complete in all respect and as per the direction of Engineer-in- Charge.

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

Providing & fixing mild / tor steel reinforcement for RCC work including bending,binding and placing in position complete upto floor two level i/c carriage of materials with in all leads and lifts and as per the directions of the Engineer-in-Charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling should be upto all heights and removal of the same for insitu-reinforced concrete & plain concrete work in:-

In base slab complete in all respect and as per the direction of Engineer-in- Charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.

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

Boulder filling dry hand packed tightly as in wire crate (wire crates to be measured parately). complete in all respect and as per the direction of Engineer-in- Charge.

Wire crates made of G.I. wire filled with boulders square cut faces against the wire (boulder filling to be measured and paid for seprately) 5mm thick G.I. wire corresponding to SWG-6 15cm x 15cm mesh complete in all respect and as per the direction of Engineer-in- Charge.

Boulder / Stone filling behind the retaining wall complete in all respect and as per the direction of Engineer-in- Charge.

Design , fabrication and errection of spillway gates and under sluice gate of suitable sizes and in numbers to increase the capacity of rain harvesting structure including overhead structure rope and drum hoisting arrangement structure,ladder and railing for overhead structure including carriage of material upto all leads and lifts comlete in all respect.

Providing and fixing of Solar light 15 Watt. Including 4 to 5 meter long pole, battery and other acessories complete in all respect.

Vinay Kumar

SS RANA CONSTRUCTION PRIVATE LIMITED

gagan ohri