A/R and M/O Mini Secretariat building at Kullu

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre) in depth, 1.5 m (One point five metre) in width as well as 10 sqm (Ten square metre) on plan) including getting out and disposal of excavated earth lead upto 50 m (Fifty metre) and lift upto 1.5 m (One point five metre), as directed by Engineer-in-charge All kinds of soil with in all leads and lift of materials and as per direction of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (Fifty metre), All kinds of soil with in all leads and lift of materials and as per direction of Engineer-in-charge.

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, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing with in all leads and lift of materials and as per direction of Engineer-in-charge. i) 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm (Twenty millimetre) nominal size)

Making plinth protection 50mm (Fifty millimetre) thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm (Twenty millimetre) nominal size) over 75mm (Seventy five millimetre) thick bed of dry brick ballast 40 mm (Forty millimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm (Twenty millimetre) nominal size) with in all leads and lift of materials and as per direction of Engineer-in-charge.

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. with in all leads and lift of materials and as per direction of Engineer-in-charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars with in all leads and lift of materials and as per direction of Engineer-in-charge.

MANOJ KUMAR CHAUDHARY