Civil work

Amount

Earth work in excavation 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-in-charge.

All kinds of soil

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.

All kinds of soil.

Extra rates for quantities of works, executed:

In or under water and/or liquid mud, including pumping out water as required

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work for :

Foundations, footings, bases for columns

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Reinforced cement concrete work in well-steining, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form for

Well steining

Extra for shuttering in circular work (20% of respective centering and shuttering items)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

40 mm thick with 20 mm nominal size stone aggregate

12 mm cement plaster of mix :

1:4 (1 cement: 4 coarse sand)

12 mm cement plaster finished with a floating coat of neat cement of mix :

1:4 (1 cement: 4 fine sand)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 01 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Filling the sides of ring well upto 20 cm thick with stone aggregate 20 mm ize and upto a depth of 3.00 mtrs from bottom.

Providing and constructing gabian structures for erosion control, river training works and protection works with polymer wire crates divided into 1m compartments by cross netting with mesh opening size 150mm x 150mm, made from 9mm polymer rope (PP) having weight of 40grm/m with a tolerance of + or -8%,1560 kg breaking strength (min) and after 1000 cycles of abrasion the rope shall be subjected to tensile test as per IS:7071 (Part IV)-1986, which shall be more than 85% of the original breaking strenth of the rope, the crates shall be filled with boulders with least dimensions of 200 mm, all loose ends to be securely tied with 9 mm polymer wire as per the specification of standard specification of gabions and as per the direction of Engineer-in-charge.

With Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. polymer wire crate size of 3.00m x 1.00m x1.00m.

With Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. polymer wire crate size of 2.00m x 1.00m x1.00m.

With Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. polymer wire crate size of 1.00m x 1.00m x1.00m.

KMS CONSTRUCTION