Construction of drainage network at MKK Nair hall in FACT Udyogamandal Township

Construction of drainage network at MKK Nair hall in FACT Udyogamandal Township

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

Clearing jungle including uprooting 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-60 to 120cm 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 as directed by the Engineer-in Charge up to a lead of 50m and disposal of unserviceable material – Beyond 60 cm girth upto and including 120 cm girth

Felling trees of the girth-120 to 240cm 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 as directed by the Engineer-in Charge up to a lead of 50m and disposal of unserviceable material – Beyond 120 cm girth upto and including 240 cm girth

Demolishing stone rubble masonry Demolishing stone rubble masonry 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

Demolishing R.C.C. work Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer in-charge

Random rubble masonry with cc 1:6:12 Random rubble masonry with hard stone 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) up to plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick masonry work Brick masonry work with bricks of class designation 7.5 (average compressive strength not less than 7.5N/mm2) in cement mortar 1:6 (1 Portland pozzolana cement: 6 coarse sand/manufactured sand) including soaking brick in water, scaffolding, curing, etc. complete - All works above plinth level upto and including floor V level

Plastering with cement plaster Plastering with cement plaster of mix 1:4 (1 cement: 4 fine sand), for an average thickness of 12 mm, one coat, floated hard and trowelled smooth at all levels including necessary scaffolding and curing etc in exterior walls.

Applying one coat cement primer Applying one coat of water thinnable cement primer on interior / exterior wall surface.

Exterior wall painting 2 coats –Apex Exterior wall painting two coats with acrylic emulsion paint(Apex Ultima or equivalent), having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour at all heights including cost of all labour, materials and scaffolding charges.

Earth work excavation at all Depths Earth work excavation at all depths using earth moving equipments such as JCB, Poclain etc. in all classes of soil including boulders, concrete debris etc for excavation in open area/ site levelling including conveying the cut spoil, dumping at places pointed out for filling low lying areas within the project site, etc. complete as directed by the engineer in charge

Earth work excavation mechanical means Earth work in excavation 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 in trenches – excavated earth Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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

Providing and laying RCC 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) All works upto plinth level

Centering and shuttering Centering and shuttering including strutting, propping etc. and removal of form for : foundations, footings, bases of columns for mass concrete, side wall of drains etc.

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

Steel work welded in built up sections Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Reinforced cement concrete work of 1:2:4 Reinforced cement concrete work of 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) for precast R.C.C works for cover slab using Portland pozzolana cement containing more than 25% of fly ash, river sand/manufactured sand conforming to IS 383 and 20mm nominal size graded hard granite broken stones including all charges for designing the mix, weigh batching, including installation of batching plant at the designated location in the site premises or arranging RMC , mixing concrete, cost of adding concrete admixtures as required, transporting, form work, laying, vibrating,consolidating, curing with minimal use of potable water subject to provision of IS 456, handling, transporting, loading, unloading, keeping and fixing in position, at all levels etc., complete but excluding cost of providing reinforcements. (Exposed surfaces of pre-cast elements shall have good finish with no blemish or mark on the finished surfaces and shall be covered with 6mm plaster with cement mortar 1:3)

Plastering of drain with 12 mm cement plaster Plastering of drain with 12 mm cement plaster finished with a floating coat of neat cement of mix , 1:3 (1 cement: 3 fine sand)

Supplying and fixing manhole cover 60x60cm Supplying and fixing Ductile iron hinged man hole cover 600x600 mm(inside size) with frame, having approximate total weight 65 Kgs #Medium duty for Drain pits

laying and jointing RCC pipe NP3 class Providing, laying and jointing reinforced cement concrete pipes NP3 class conforming to IS:458 with collars jointed with stiff mixture of cement mortar 1:2 (1 cement :2 fine sand ) including testing of joints ,cost of all material & labour etc. complete for road crossing. 250 mm diameter.

Edayar Metals