CONSTRUCTION OF UTILITY, POST MORTEM, DINING AND KITCHEN BUILDINGS, STP, ETP FOR 300 BED HOSPITAL AT MARWAD, DAMAN. (BALANCE WORK) (2nd Call) (E-23609)

01-CIVIL WORKS Sec.1.0 Earth work Providing material and 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 the campus for all lead, all lift/ depth and back filling foundations, the trenches, 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 and 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 the campus for all lead, all lift/ depth and back filling foundations, the trenches, 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 and labour for Excavation of foundation from 3.0 mt to 5.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth and back filling foundations, the trenches, 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 and 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 the campus for all lead, all lift/ depth and back filling foundations, the trenches, 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 and labour for Disposing off the un-used excavated earth (black cotton soil), debris, malba, dismantled materials for all lead and lift/ depth out side the campus at non objectional place as directed by Engineer in charge.

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

Providing material and labour for Filling in foundation, plinth and plot filling with murrum (brought from out side) in layers of 20cm. thickness including watering, ramming and consolidating 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 Boring holes of 300mm dia in any type of soil (for cast in situ piles) upto required depth and getting out the soil and disposal of the surplus excavated soil within a site/ campus with all lead and lift as directed by Engineer in charge.