Re construction of collapsed compound wall by using precast concrete slab at Palakutty road near STP of Mega Hostel II

Amount

Carriage of earth by Mechicanical Transport including loading, unloading and stacking upto 2km as per the instructions of Engineer-in- Charge. These rates are inclusive of Contractor profit and over heads

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.

Earth work in excavation of hard rock by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock cum 352.45

Earth work in excavation in all kinds of soil.by mechanical means (Hydraulic excavator) / manual means in foundation 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.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead upto 1Km and lift upto 1.5m etc. complete.including conveying the earth upto 1KM

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.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Width beyond 30 cm girth upto and including 60 cm girth

Providing and laying in position cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level

Providing and laying in position reinforced cement concrete of 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) grade, excluding the cost of centering, shuttering, finishing and reinforcement - 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 foundations, footings, bases of columns, etc. for mass concrete

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

Fixing precast slabs and columns in position by manually without damaging the existing structure etc. complete.

Laterite masonary in cement mortar 1:6 (1 cement : 6 coarse sand) in foundation and plinth using neatly dressed laterite stones including cost and conveyance of all materials and labour charges etc, complete

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.

12mm cement plaster 1:3 (one cement: three coarse sand) finished with a floating coat of neat cement including cost and conveyance of all materials and labour charges etc. complete.

Plastering with CM 1:3 (one cement, three sand)12mm thick with neat cement flushing coat including glass pieces on the top and threaded line wherever necessary etc. as per the instruction of Engineer-in-charge complete

18 mm thick plain Moulded Band cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand):

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.

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :

Finishing walls with two or more coat Acrylic Smooth exterior paint of required shade in New work (applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.

Demolishing stone rubble masonry in cement mortar 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 :

HARISH KUMAR CP