Resilient and Sustainable Services Delivery in water Supplies schemes under Jal Shakti Vibhag Subdivision Jamta in Tehsil Nahan Distt. Sirmour HP

Amount

Excavation in foundations and trenches etc, in earth work, lift upto 1.50 mtrs stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth of foundations etc, consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated earth as directed within a lead of 20 mtrs, in all kind of soil in P.W. & J.W. 50 % Each.

Precast concrete block masonary ( including quion blocks jamp blocks, closer etc ) with solid concrete blocks of approved size made of cement concrete M30 ( 1cement: 1.5sand : 3 graded stone aggregate 40 mm nominal size and down gauge) and curing complete excluding cost of form work in foundation and plinth upto floor to level including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:4:8 ( 1cement: 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing form work with steel plates 3.15 mm thick and welded with angle iron frame of 30x30x5 mm so as to give a frame of fair finish including centring , shuttering strutting and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu reinforced concrete and plain concrete work in :-

b) Vertical surface such as such as wall ( any thickness parttions & the like i/c attached pillars buttresses plinth & string courses & the like.

Providing and laying cement concrete M30 ( 1cement: 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cement concrete M30 ( 1cement: 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in walls (any thickness) but not less than 0.10 mtr) thickness atteched pillaster, buttresses plinth and string courses etc. from top of foundation level up to floor two level including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing mild/tor steel reinforcement for R.C.C. work including bending and binding and placing in position complete up to floor two level including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Laying, jointing and Testing in trenches galvanised mild steel tube 100 mm dia ( Medium Class) horizontalally slotted pipe I/C flanged joint as per MS flange of table -5 confirming to IS 6392-1971 complete in all respect as per entiresatisfaction of Engineer in Charge. (Earth work to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by the Engineer in Charge.

Utkarsh HK Thakur

KULDEEP DOGRA

[email protected]

Roshan Chauhan

BHAW SINGH KAPOOR CONTRACTOR