i)Co RCC wall and Drainage system at Forest Corporation near Arunachal Dawn Hills School under Ward No1 ii)RCC wall and Storm water drainage system at RWD road near Tapak Raji Resident Chimpu under

Amount

C/o RCC Wall and Drainage System at Forest Corporation near Arunachal Dawn Hills School under Ward No.01.

SH - RCC Retaining Wall. Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.).

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Centring and shuttering including strutting proping etc. and removal of form work for: (a) Footing in foundation.

b) Walls including attached buttresses, pilasters etc

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc fromtop offoundation up to floor two level excluding cost of centring,shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size

Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing foce.Complete as per drawing and Technical specifications.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.. A) Granular material

SH- CC Drain Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 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 excavated soil as directed within a lead of 50m.

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

Centring and shuttering including strutting proping etc. and removal of form work for: (a) Footing in foundation

b) Walls including attached buttresses, pilasters etc

Providing and laying in foundations and plinth cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. (b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level

12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)

Neat cement punning.

C/o RCC Wall and Strom Water Drainage System at RWD Road near Tapak Raji Resident, Chimpu under Ward No.1

SH- RCC Retaining Wall Excavation for Structures (Earth work in excavation of foundation of structuresas per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Centring and shuttering including strutting proping etc. and removal of form work for: Reinforcement of RCC work including bending, binding and placing in position complete (a)mild steel

b) Walls including attached buttresses, pilasters etc

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc fromtop offoundation up to floor two level excluding cost of centring,shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size

Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing foce.Complete as per drawing and Technical specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.. A) Granular material

SH-DRAIN Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 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 excavated soil as directed within a lead of 50 m.

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

Centring and shuttering including strutting proping etc. and removal of form work for: (a) Footing in foundation

b) Walls including attached buttresses, pilasters etc

Providing and laying in foundations and plinth cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. (b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two leve

12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)

Neat cement punning.

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 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 excavated soil as directed within a lead of 50m.

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

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cementmortar1:3(1cement:3finesand)ofthicknessnotexceeding6mmto give a smooth and even surface but excluding cost of centring and shuttering andreinforcementwithM20(1cement:1.5coarsesand:3stoneaggregate20 mm nominal size).

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

c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height)

Reinforcement of RCC work including bending, binding and placing in position complete

Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand)

12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).

Neat Cement Punning

Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 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 excavated soil as directed within a lead of 50m.

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

Centring and shuttering including strutting proping etc. and removal of form work for: (a) Footing in foundation

b) Walls including attached buttresses, pilasters etc

Providing and laying in foundations and plinth cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. (b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level

12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)

Neat cement punning.

Demolishing cement concrete 1 : 3 : 6 or richer mix including disposal off material within 50 metres lead.

Demolishing RCC work including stacking of steel bars and disposal of unserviceable materials within 50 metres lead.

Dismantling steel work in single section in RS joists including dismembering and stacking within 50 m lead.

Dismantling steel work in built up section in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc including dismembering and stacking within 50 m lead.

Dismantling GI sheet roofing including ridges, hips, valleys and gutters etc and stacking the material within 50 m lead.

Removal of Trampler

Removal of Road Roller

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 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 excavated soil as directed within a lead of 50m

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

Centring and shuttering including strutting proping etc. and removal of form work for: (a) Footing in foundation

b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.

Providing and laying in foundations and plinth cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. (b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level

12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)

Neat cement punning.

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 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 excavated soil as directed within a lead of 50m.

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

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

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

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :

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

Reinforcement of RCC work including bending, binding and placing in position complete

12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

Neat cement punning

Er Taba Tapang (BID ID -7995)

GMG ENTERPRISE (BID ID -7994)