C/o Sibe MHS(2x150)KW at Taramori (Civil works) Package-III

Amount

Power Channel Ch. 440.00M to 680.00M Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) :1.02a HS

Earth work in excavation in foundation trenches not exceding 1.50M width or 10Sqm on plan or drains not exceeding 1.50M in width or 10SqM on Plan including dressing of sides and ramming of bottoms, lift upto 1.5M including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50M. 1.03a : HS

Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc and removal of form work for : 1.07a : Foundation, footings, bases of columns etc. and mass concrete.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Reinforcement of RCC work including bending, binding and placing in position complete.Cold twisted bars.

Providing and Supplying of Expansion joints

Spillway Channel 2.01Excavation in Soil with Dozer with lead upto 100 metres in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres

Earth work in excavation in foundation and trenches in soils containing 50% or more shingle or small size boulders upto 30 cm size, lift upto1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50 m.

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

Providing and laying cement concrete1:3:6 (1 cement : 3 coarses and : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: 2.05a) Foundations and plinth

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : 2.06a M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation upto floor two leve lincluding finishing and plastering then exposed surfaces with cement mortar 1:3 (1cement:3 finesand) of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : 2.07a M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforcement of RCC work including bending, binding and placing in position complete. 2.08a /TMT steel

Centring and shuttering including strutting, propping etc and removal of form work for : 2.09a Foundation, footings, bases of columns etc.and mass concrete.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Tail Race Channel 3.01 Earth work in excavation in foundation and trenches in soils containing 50% or more shingle or small size boulders upto 30 cm size, lift upto1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50 m.

Providing and laying cement concrete1:3:6 (1 cement : 3 coarses and : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: 3.02a a) Foundations and plinth

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : 3.3a M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation upto floor two leve lincluding finishing and plastering then exposed surfaces with cement mortar 1:3 (1cement:3 finesand) of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : 3.04a M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforcement of RCC work including bending, binding and placing in position complete. 3.05 a) Tar/TMT Steel

Centring and shuttering including strutting, propping etc and removal of form work for : 3.06a)Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

M/S NADA ENTERPRISE