Construction of Retaining wall to restore the path

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed and to the entire satisfaction of Engineer-in-Charge within all lead and lifts.

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 plinthc omplete in all respect including all leads and Lifts as per the direction and to the entire satisfaction 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 to the entire satisfaction of Engineer-In-Charge.

Providing and Laying cement concrete 1:1.50:3 (1 Cement:1.50 Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work:-

Foundations, footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

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 satisfaction of Engineer-In-Charge.

Providing and laying of 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 satisfaction of Engineer-In-Charge.

Excavation in earth work in all kinds of soils and banking in 20 cm layer including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Wire crates made of G.I. wire mesh filled with boulders with square cut face against the wire (boulder filling to be measured and paid for seprately) G.I. wire 5mm thick corresponding to SWG-6 (15cmx15cm mesh) complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.