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 j

Amount

1. C/o RCC Retaining Wall at State Museum (Kimme Pakka colony) Itanagar Ward No. 09

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 HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications .

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

Add Carriage of materials

2. C/o Bore well at Mowb-II near Resident of Raja Bagang Ward No. 09,

Ground water exploration (Drilling by DTH-200 Rig machine with ODEX option bore-well size 5" (127 mm) and complete assembling with ERW casing pipe of size 128 mm ID and 142 OD and other required lubricants, accessories in the depth of approximately 100 mtr.

Provision for Jacket filter and other accessories

(a) Jacket filter 80 mm dia and 3.00 mtr length each

(b) Packer assembly

© GI reducer 80 x 50 mm

(d) GI Socket 80 mm

(e) GI Nipple 50 mm dia

(f) End plug

Supplying and fitting 2 Horse power 1 pnase submersible pump made in cromption greaves discharge up to total head of 150 m with compartible to 40-50 mmdiameter pipe.

Supply of panel board with high quality

Supply of submersible cable 4 sqm copper

Supply of sfety wire

Supply of starter

Supply of GI pipe 40 mm x 3 mtr length filter with socket

Provision for 5" bore-well size capacity clamp (2 Nos ) with nut & bolt

3. C/o RCC Retaining Wall at Mowb-II near resident of Raja Bagang, Ward No. 09,

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

A) Granular material

Carriage of Engineering Materials

4. C/o RCC Retaining Wall at Kimme Pakka, near Kingcup school, ward 09,

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

A) Granular material

Carriage of materials

M/s A.B AGENCY