Construction of Office Building and Executive Engineer Residence in Jal Shakti Division Bhoranj

Amount

Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs in Pick, jumper work as per direction and to the entire satisfaction of Engineer-in-Charge.

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.(pick jumper work)

Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing form work of steel shuttering with steel plat as 3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete and plain concrete work in:-

Foundations, footings basis of column etc. as per direction and to the entire satisfaction of the Engineer-in-Charge.

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete work 1:2:4 (1 Cement: 2 sand :4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinfocement for reinforced concrete work in :

Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge.

Walls (any thickness but not less than 0.10 mtr thickness) including attached pillaster buttresses, plinth and string courses from top of foundation up to all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level including carriage of material in all leads & lifts

Monika Chandel

Ram Krishan

Mr. Sanjeev Kumar

Pawas Soni

Vishal Rana

PRAVEEN CHANDEL