EOI Invited for Selection of JV Partner for Tender of Construction Of Residential Quarters and Public Buildings at Township for MBRAPP at Banswara, Rajasthan

SCHEDULE A- (Civil and finishing work) Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

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 all lead and lift , as directed by Engineer-in-charge. (All Kind of Soil)

Earth work in excavation by mechanical means (Hydraulic excavator)/ manuall means overareas (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 from 1.5 m to 3.0 m m, as directed by Engineer-in-charge. Ordinary rock

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. For Hard Rock (Blasting Prohibited)

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. For Hard Rock (requiring blasting)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lifts.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete

Providing and injecting Chemical emulsion for PRE CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier on top surface of soil at level of plinth filling, inside junction of wall and floor, treatment for RCC foundation, treatment of soil along external perimeter of building and treatment of soil surrounding pipes, wastes and conduits as per IS 6313 (Part-2-2013) using chemical like imidacloprid 30.5 SC ( having ISI mark, Greenpro ) and proportion of dilution with water shall be as per IS 6313 part2 . The emulsion shall be applied as mentioned in IS 6313 (Part-2-2013), all as per specification and directions of Engineer-in-charge. Plinth area in plan at GF shall only be measured and paid. Rate shall be inclusive of material required for Anti Termite Treatment and labour and equipment's required for applying in any condition all etc. complete as directed by engineer in charge