PLWSS to GP BuhlaBharyara, Pipli, Drahal Drubbal in Tehsil Joginder Nagar District Mandi H.P SH Co RCC Storage tank 25000 Ltr cap at village Nagayara.

Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1cement: 4 sand :8 graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth.

Providing & laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement of RCC work in foundation and plinth with in all leads lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts.

In Foundations footing etc.

Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels

Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

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

Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts.

Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts

Edges of sides & breaks in floor and walls under 20 cm wide.

Laying in trenches GMS tubes (LG) tube fittings ( earth work in trenches to be measured and paid separetly)

Inlet 65 mm dia

Out let 50 mm dia

Scour pipe 80mm dia

Providing and fixing brass full way wheel valvewith wheel of following dia:-

65 mm dia

50 mm dia

80mm dia