Construction of Road from Doimukh-Harmuty road to Pare Happa Village under Doimukh. Papum Pare District.

Amount

[SH : Pavement Work (GSB)]

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2).

Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)

Granular Sub-base with Close Graded Material (Table:- 400-1) . Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ).

For grading- I Material.

Add for carriage

R.C.C. Toe Wall 2.50mtr. Ht.

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).

Ordinary soil

Manual Means

upto 3 m depth

Dry rubble Flooring…..

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).

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

R.C.C. Grade M20.

Case I, Using concrete mixer .

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.

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 .

Granular material.

Add for carriage

SH : R.C.C. Box Culvert 6.00m Span - 4.00m height with Wing walls

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

Manual Means

Depth upto 3 m

Dry rubble Flooring

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.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

RCC Grade M20

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

Using Concrete Mixer

Height upto 5m

Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Providing and laying filter media behind abutment and return wall, complete as per drawings and Technical Specifications Section 1200.

Providing and laying of boulder apron for bed protection in U/S and D/S protection work complete as per drawing and Technical specifications clause 1300.

Providing & fixing in position HYSD (TMT) reinforcement bars in foundations complete as per drawings and Technical Specifications Section 1000.

Providing & fixing in position HYSD (TMT) reinforcement bars in superstrucutre complete as per drawings and Technical Specifications Section 1000.

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 charge

S:H:- R.C.C. Cause way

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

Manual Means

Depth upto 3 m

Dry rubble Flooring

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.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

RCC Grade M20

Providing & fixing in position HYSD (TMT) reinforcement bars in foundations complete as per drawings and Technical Specifications Section 1000.

MS TANA AKIN TARA

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