Procurement Materials of Sports Activities at Adventure Park, Jumprim, Moti Daman.

Adrenaline Zone -Designing of structural as per EN 15567 & t12572, IS 800:2007, effect of climbers loading during climbing and fallingincluding Foundation design and providing details drawing of allconnections and structure with case study as per Daman condition. (The system shall be safe and verified by the Third party as directed by he engineer charge)

Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Hard Rock and soil.

Providing material and labour for filling in foundation and plinth with RUBBLE under floors including filling gravel in gaps consolidating deposited layers by ramming water etc. Complete. (R.A)

Filling foundation and plinth with murrum or selected soil in layers of 20cm. Thickness including watering, ramming and consolidating etc. Complete.

Providing material and labour for cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) with shuttering steel and curing complete including cost of formwork in (A) Foundation and Plinth as directed by engineer incharge completed. (R.A)

Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest 15456 for reinforced cement conrete work for all elements, all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Foundations, footings, Base of columns and Mass concrete, as directions of Engineer in charge Complete. (R.A)

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level.

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar