Construction of Hostel Building for Nursing College at Sayli, Dadra Nagar Haveli

CIVIL WORKS Sec.1.0 Earth work Providing material, labour, machinery for Excavation of foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in/ out side the campus upto 1.0 Km lead, all lift/ depth and back filling the trenches, sides of foundations, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by Engineer in charge. - Any type of soil or rock not requiring Blasting.

Providing material, labour for Excavation of foundation from 1.5 mt to 3.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in/ out side the campus upto 1.0 Km lead, all lift/ depth and back filling the trenches, sides of foundations, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by Engineer in charge. - Any type of soil or rock not requiring Blasting.

Providing material, labour for Excavation of foundation from 3 mt to 5.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in/ out side the campus upto 1.0 Km lead, all lift/ depth and back filling the trenches, sides of foundations, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by Engineer in charge. - Any type of soil or rock not requiring Blasting.

Providing material, labour for Excavation of foundation from 5.0 mt to 7.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in/ out side the campus upto 1.0 Km lead, all lift/ depth and back filling the trenches, sides of foundations, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by Engineer in charge. - Any type of soil or rock not requiring Blasting.

Providing material, labour for Disposing off the un-used excavated stuff (black cotton soil, debries, of above items for all lead and lift/ depth outside the campus at non objectional place or as directed by Engineer in charge.

Providing material, labour for Filling in plinth with sand under floors including watering ramming, consolidating and dressing etc complete as directed by Engineer in charge.

Providing material and labour for injecting Chemical emulsion for PRE - CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier on the top surface of plinth filling, inside junction of wall and floor, on top of damp proof course (DPC) or on masonry at level of plinth filling as per IS 6313 (Part-2)-1981 using chemical like chloropyripos emulsifiable, Biflex TC, lindane (IS 8944-1978) 20EC mixed with water in 1:19 ratio (1 liter chemical : 19 liters of water). The emulsion shall mentioned below, all as per specification and directions of Engineer-in-charge. Plinth area in plan at GF shall only be measured (for akk below specified steps) and paid. A guarantee bond of 10 years shall be furnished. A1) Bottom surface and the sides of the excavation made for masonry foundations at the rate of 4 liters/sqm (wherever applicable) A2) At the rate of 7.5 liter/ sqm to the backfill at the depth of 500mm below the original ground level. The soil in the immediate contact with the vertical surface of RCC column/ Masonry shall be treated. B) Top surface of the plinth filling including damp proof courses at the rate of 5 liter/sqm of internal plinth area etc. complete. C) At the rate of 7.5 liter/ sqm to the internal vertical surface from original Ground level to top of the earth filled in the plinth. D) At the rate of 7.5 liter/ sqm to the external vertical surface below finished Ground level to the full depth of the filling complete. E) 1 liter / linear meter along the junction of wall and floor at all stages.

Providing material and labour for laying Plain cement concrete M15 in Foundation and Plinth including cost of formwork, compacting, finishing, curing etc complete for all level, all height/ depth as directed by engineer in charge.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding (with 18 SWG -1.22 mm GI wire) and placing in position complete for all floors, all levels, all heights/ depth complete as per drawings, specifications and direction of Engineer in Charge.

Providing material and labour for laying controlled cement concrete M-20 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 for reinforced concrete work for all elements, all floors, any heights/ depths, any lead and lift including cost of formwork, compacting, finishing, curing but excluding the cost of reinforcement etc complete as directed by engineer in charge.