RE-CONSRUCTION OF DRAIN FROM VISHAWKARMA TEMPLE TOWARDS THE GEETA BHAWAN IN W NO. 08, PAONTA SAHIB

Amount

Demolition

Demolishin below G.L. upto 1.50 mtr. Depth and disposal of unserviceable materials within 20 mtrs. Un-reinforsed cement concrete upto 15 cm thickness.

Cutting in earth work & disposal of excaved earth upto a lead of 20 mtr. including haulage of materials with in all leads, lifts and carriage of materiaals, as per the direction of Engineer- in charge.

Provinding and laying cement concrete 1:6:12(1 cement:6 sand:12 graded stone aggregate 40mm normal size) and curing complete excluding cost of centring and shuttering in foundation and plinth.

P/L Reinforcement cement conc. Pipe NP2 for culvert on first class bedding of granual material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling concrete & masonary work in head walls & perapets clause 1108. (900 mm dia).

2nd class brick work using common burnt clay building work in super structure in foundation and plith in cement mortar 1:6 including leads,lifts and carriage of material.

15 mm cement plaster in single coat on fair side/ brick concrete/stone wall for interior plaster up to floor to level. cement morter 1:4 (1 cement :4 sand).

40 mm th. Cem. Conc. Flooring with 25 mm under layer of cement concrete 1:3:6 (1 cement : 3 sand : 6 stone aggregate of size 12.5 mm and below) and 15mm weaking layer in cem. Conc.).

Provinding and laying cement concrete 1:2:4 and curing complete excluding cost of form and reinforcement for reinforced concrete work in suspended floors roofs, landing shelves and their support balconies, beams, girders presumers and cantilever upto F-2 levels.

Provinding mild steel/tor steel reinforcement for R.C.C work including bending,binding and placing in position complete upto floor two level(Torsteel) including all leads,lifts and carriage of meterial.

SHAMIM AHMAD