Land Development of Low Laying area of Gents Hostel no.1,2,and 3 at Rims, Imphal.

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 300 cm measured at a height of 1 metre above ground level and removal of rubbish upto a distance of 50 metre, outside the periphery of the area cleared.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres

All kinds of soil.

Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan) including dressing of sides andramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.

All kinds of soil.

Extra rates for quantities of works,executed:(The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions).

In or under foul position,including pumping out water as required.

Boulder laid dry without wire crates.

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, leadup to 50 m and lift upto 1.5 m.

1/3 of above item

Providing and laying in position cement concrete ofs pecified grade excluding the cost of centering and shuttering -

All work upto plinth level:

1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mmnominal size)

1:2:4 ( 1 Cement: 2coarse sand : 4graded stone aggregate 40 mmnominal size)

Brickwork with Ist class common burnt clay F.P.S.(non modular) bricks in foundation and plinth in:

Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster 1:4 (1 cement: 4 coarse sand).

1:4 (1 cement: 4 coarse sand)

Earth work in rough excavation, banking excavated earth in layersnot exceeding 20 cm in depth, breaking clods watering, rollingeach layer with ½ tonne roller or wooden or steel rammers, androlling every 3rd and top-most layer with power roller of minimum8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions,lead upto 50 m and lift upto 1.5 m :

All kinds of soil

Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominalsize) over 75mm bed of dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with fine sand includingfinishing the top smooth.

M/S SAIKHOM LOKENDRO SINGH

M/S L SHANTIKUMAR SINGH