Restoration of rain damages under Jal Shakti Sub-Division Bilaspur (SH Channelization of local Nallah in village Nihal upstream of LWSS Badhayat).

Amount

Excavation in foundation and trenches etc. in earth work in all lead and lifts in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock chiseling/wedging out of rock) where blasting is prohibited saturated soil including bailing/pumping out of water stacking the excavated soil in 15cm layers, when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concretee work 1:3:6 (1cement: 3sand: 6 graded stone agg. 40mmnominal size) and curing complete excluding the cost of form work in foundation and plinth and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete work using cocrete mix of "M-20" graded stone agg. 20mm and down gauge nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete workin:-

Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge.

Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge.

Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.

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

Flat surfaces such as soffits of suspended floor landings and the like up to 200mm thickness and to the entire satisfaction of the Engineer-in-charge.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.

Edges of slabs and breaks in floors and walls under 20 cms wide in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing laying of tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.

Boulder filling behind the R/walls also under floor and upsteam of I/gallery/under floor etc. in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Excavation in earth work and filling in 15 cm layers foundation and plinth including ramming and watering and consolidating upto lead of 20 mtrs and lift upto 1.50 mtrs in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Sanjay Saini

Saurabh Thakur

ANKUSH THAKUR

PRAVEEN CHANDEL

Kanta Devi