Construction of collapsed compound wall in various locations from STP near LH, through 12th mile palakutty road-NITC

Amount

Felling trees of the girth (measured at a height of 1 m above ground level), Beyond 60 cm girth upto and including 120 cm girth including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) /manual means in over areas ( exceeding 30 cm in depth, 1.50m in width as well as 10 Sq.m on plan ) including disposal of excavated earth, lead upto 50m and lift upto 3.00m, disposed earth to be levelled and neatly dressed as per instruction of Engineer-in-charge.

Surface dressing of the ground all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

Providing and laying in position cement concrete of grade 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)excluding the cost of centering and shuttering - All work up to plinth level

Reinforced cement concrete work in 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement

Centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers

Steel reinforcement for R.C.C. work in Thermo-Mechanically Treated bars of grade Fe-500D or more.including straightening, cutting, bending, placing in position and binding all complete upto plinth leve

Random rubble masonry with hard stone in cement mortar 1:6 (1 cement : 6 coarse sand) in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with

Random rubble masonry with availaible dismantled hard stone in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :

Random rubble masonry with hard stone in cement mortar 1:6 (1 cement : 6 coarse sand) of superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.

Plastering with C.M. 1:4 (one cement four sand), 12mm thick for walls inside and outside with necessary scaffolding and thread lines, including cost and conveyance of all materials and labour charges etc. complete.

Pointing (flush/ruled pointing) on stone work with cement mortar 1:3 (1 cement: 3 fine sand) including cost and conveyance of all materials and labour charges etc. complete.

Demolishing stone rubble in cement mortarmasonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge

Biju M T