WD No.2 me Pokhra par Ghhat ka sundari karan karya

Earth work Excavation infoundation ordinary soil 1.5m lift & lead upto 30m distance etc all comp.

Eath work in embankment in ordinary soil all complete.cartage 5 km AR 6

P/LofP.C.Cin(1:4:8)withcementC-sand&40mm gauge stone ballast all complete. SI No

ClassM-150brickwork in(1:6)cement&C/sand mortor in foundation&plinth includingall labou

providingandlayinginpositionreadymixedorsite batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and one aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durabilityandworkabilitywithout impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, fnishingand reinforcement asper directionof th

Mildsteelor ironinplainworksuchasinreinforced concrete or reinforced brick work (when not includedinoverall rates)wrought torequiredshape as necessary including bending for proper completionof theworkandincludingsupplyofsteel its wastage. Bend hooks and authorized overlapping shall be measured (@ 10% of Concrete)

Centering and shuttering Coloums

Beam

First Class brickwork in 1:4cement and coarse sandmortar insuperstructureincludingnecessary cuttingandmouldingofbricksasrequiredandalso including supply of materials, labour, T&P etc. requiredforpropercompletionof theworkthickness of wall not be less than one brick.

Kota stoneslabs20mmthick inrisersosteps, skirting, dado and pillars laid on 12 mm (average) thick cementmortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurrymixedwithpigment tomatch theshadeo the slabs, including