Const. of Boundary wall from science centre to volley ball ground IG Park, 2. Beautification of Natural stream at IG Park with thrashing works site beautification, 3 Const. of storm water drainage with RCC Retaining wall near Jio Tower at D Sector

Amount

SH:- C/o Boundary wall from science centre to volley ball ground IG Park ward No. 07

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.) in ordinary soil by manual means depth upto 3m

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) M 20 1 : 1.5 : 3(1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

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

a) Foundation, footings, bases of columns etc. and mass concrete.

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

b) Tar/TMT steel

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

20 mm cement plaster 1 : 3 (1 cement : 6 fine sand).

Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.

Applying cement slurry on RCC slabs or cement concrete work using 2.75 Kg of cement per Sq.m. for receiving cement concrete floor including roughening, cleaning etc complete..

Carriage of Material

SH:- Beautification of Natural stream at IG Park with thrashing works/site beautification .

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.)

A) Manual Means (Depth upto 3 m)

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

Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads.

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

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

b) Tar/TMT steel

Centring and shuttering including strutting proping etc. and removal of form work for:

a) Foundations and plinth

b) Walls including attached buttresses, pilasters etc.

Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :

Foundation

Carriage of Material

SH:- C/o RCC Retaining wall at upper ESS Sector Itanagar under ward No. 07.

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

Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads.

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:

Centring and shuttering including strutting proping etc. and removal of form work for:

a) Foundations and plinth

Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :

a) Foundations and plinth

Carriage of Material

SH:- C/o strom water drainage with RCC Retai ning wall near Jio Tower at D-Sector

Earth work in excavation in soil containing 50 % or more of single or small size boulders up to 30 cm, size including in 20 cm, layers and breaking clods, ramming and dressing up for the purpose of making embankments of filling up ground depression lead up to 50 mtrs and left upto 1.50 mtrs.

Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in sub?structure complete as per drawing and technical specifications

b) Tar/TMT steel

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 withcement 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

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 formwork for :

a) Foundation, footings, bases of columns etc. and mass concrete.

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

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 :20H 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

Carriage of Material

Earth work in excavation in soil containing 50 % or more of single or small size boulders up to 30 cm, size including in 20 cm, layers and breaking clods, ramming and dressing up for the purpose of making embankments of filling up ground depression lead up to 50 mtrs and left upto 1.50 mtrs.

Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in sub?structure complete as per drawing and technical specifications

b) Tar/TMT steel

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 withcement 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

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 formwork for :

a) Foundation, footings, bases of columns etc. and mass concrete.

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

Carriage of Material

M/S G R I ENTERPRISES