Construction of Flow Irrigation Scheme in village Kand Bagiara from Bhagan Khad in in Tehsil Dharamshala Distt. Kangra

Amount

Excavation in drain channel etc. in earth work including dressing of sides & bed and disposing of excavated earth up to lead of 20mts.,disposed earth to be levelled and neatly dressed.complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Excavation in foundation trenches etc. in earth work in all kind of soil lift upto 1.50 meters stacking the excavated soil not more than 3 meters. clear from the edge of the excavation and then soil such as pick Work, jumper work, blasting hard or softs rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including within all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15Cm (fifteen Centimetres) layer when required into plinths, sides of foundation consolidating each depossited layer by ramming and watering and then disposing of all surplus excavated earth complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Providing and Laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curring complete excluding cost of form work in foundation and plinthcomplete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batterns and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

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

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

In Vertical walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Providing Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Steel Work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of re lead paint.( In gratings framed guard bars, ladders, railings, brackets and similar works.)complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Providing and laying cement concrete 1:5:10 (1cement :5sand :10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/Breast walls, the size of plums shall usually be 150mm. to 300mm as per H.P.P.W.D specification complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Stone/ Boulder filling dry hand packed tightly.complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Sudershan kumar Angaria