Const. of Drainage and R Wall at Panchali Colony Itanagar, 2. Const. of CC Footpath and R Wall at Mowb II Sector Itanagar, 3. Improvement of road upper Panchali Itanagar FC, R Wall, Culvert and Side drain and 4. Clean of Existing Drainage from jun

Amount

C/o Drainage & R/Wall at Panchali Colony Itanagar

SH - Drain

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 and backfilling with approved material.)

I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth

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.)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) p) Height upto 5m

a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size

Supplying,fitting and placing Mild steel reinforcement in su -structure complete as per drawing and technical specification

Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

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

Neat cement punning.

Add Carriage of materials

SH - R/Wall

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 and backfilling with approved material.)

3 m to 6 m depth

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.

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

Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m.

Using concrete Mixer

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

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

Carriage of Engineering Materials

C/o CC Footpath & R/Wall at Mowb-II Sector Itanagar

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 and backfilling with approved material.)

I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth

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.)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) p) Height upto 5m

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

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

Carriage of materials

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 and backfilling with approved material.)

3 m to 6 m depth

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.

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

Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m.

Using concrete Mixer

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

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

Carriage of materials

Improvement of road upper Panchali Itanagar FC, R/Wall, Culvert & Side drain

Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)

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 and backfilling with approved material.)

3 m to 6 m depth

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.

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

Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m.

Using concrete Mixer

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

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

Carriage of materials

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 and backfilling with approved material.)

I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth

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.)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) p) Height upto 5m

a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size

Supplying,fitting and placing Mild steel reinforcement in su -structure complete as per drawing and technical specification

Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

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

Neat cement punning.

Carriage of materials

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 and backfilling with approved material.)

I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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.)

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

Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m.

Using concrete Mixer

Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string 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 materials

Clean of Existing Drainage from junction points to Gumpa Tinali to Panchali road (2km)

Maintenance of earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

Maintenance of earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)

Hill side drain clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually).

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement.

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 Metres – a) Mechanical means.

M/S RUHI TACHU ENTERPRISES