C/o Retaining wall from main gate to Sos mess at ATC SSB Kumarsain, H.P.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in oundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m.

All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

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)

Centering and shuttering including strutting, propping etc. and removal of form work for :

Foundations, footings, bases for columns

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc

Providing and fixing unplasticized rigid PVC pipe 110 mm dia ( 4 kg/sq cm) in retaining wall for weep holes as per direction of engineer-in-charge

Back filling behind the retaining wall and breast wall with available stone complete as direction of engineer- in -charge .

add GST correction @ 0.973 % ( on DSR Items 1 to 8)

add Cost Index @ 23.81 % ( on DSR Items)