Providing and laying of Ductile Iron Pipeline from Forebay de-slitting sluice valve to Spillway channel of USHP-II Kangan as per scope.

Amount

Dismantling old C.I. pipes including excavation & refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead & making into blocks, including stacking of pipes at site lead up to 50:450 mm diameter C.I. Pipe

Labour for cutting C.I. pipe with steel saw. 450 mm diameter C.I. Pipe

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)

Carriage of Materials

Carriage of Materials By Mechanical Transport including loading, unloading and stacking. R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, G.I. pipes, D.I. pipes, M.S. pipes, C.I. pipes and unreinforced cement pipe. 450 mm & 500 mm dia at an average lead of 2.0

Carriage of Materials By Mechanical Transport including loading, unloading and stacking. R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, G.I. pipes, D.I. pipes, M.S. pipes, C.I. pipes and unreinforced cement pipe. 450 mm & 500 mm dia at an average lead of 2.0

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, for rerouting of the desilting pipe under the ground: All kinds of soil : 50 meter beyond 1 m from cutting edge

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 450 mm dia Ductile Iron Class K - 9 Pipes Note: The flanges and bends( if required) for proper fitting should be considered included in the scope

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Filling available excavated 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 upto 50 m and lift upto 1.5 m.

Carriage of Materials

Carriage of Materials By Manual Labour including loading, unloading and stacking.

Cement at an average lead of 250 meters.

Sand at an average lead of 250 meters.

Coarse Aggregate 20mm nominal size at an average lead of 250 meters.

Carriage of Materials By Mechanical Transport including loading, unloading and stacking

Cement at an average lead of 5 km.

Sand at an average lead of 5 km.

Coarse Aggregate 20mm nominal size at an average lead of 5 km.

M/S M. B. CONSTRUCTION COMPANY

S.K Sales Company