GENERAL-(Budget work 2023-2024) GOVT. TALUK HOSPITAL, N PARAVURCONSTRUCTION OF NEW BLOCK FOR GOVT. TALUK HOSPITAL, N PARAVUR-Composite Work

2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

OD64739/2026-2027:Providing MS sheet shoring to the side of the trenches using 6 mm thick steel plate 0.50m width stiffened on edge with 6 mm plate 100 mm width all around and 50 mm MS pipe welded at the longitudinal side of the steel plate driving down vertically to a minimum depth of 0.50m below the bottom level of the proposed excavation and 0.50 m above ground level and suitably braced by ISLB 125x75 mm on side and maintaining the shoring through the period of the construction and removing the same after back filling the area etc. complete as per the direction of engineer in chrage.

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete