C/o Road from Beye to Piri village, West Siang District(Ph-I) under CRIF

Amount

SH:- FORMATION CUTTING

Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the barren valley side.

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposing of excavated earth on the barren valley side.

SH:- SLAB CULVERT 1 M SPAN

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 (without de-watering). (i) Ordinary soil (A) Manual Means (Depth upto 3 m)

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.)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications, (i) Coursed rubble masonry (first sort )

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. (A) RCC Grade M20, Using Conrete Mixer (p) Height upto 5 Mtr.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, Using Concrete Mixer, RCC Grade M25

Supplying, fitting and placing HYSD bar reinforcement in super-structure 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 (A) Granular Material

SH:- CRM RETAINING WALL(3.50M 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 mtr 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.)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications., (b) Coursed Rubble Masonry (First short)

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.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications(PCC Grade M-15)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

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

SH:- CRM BREAST WALL(2.50M 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 mtr 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.)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications., (b) Coursed Rubble Masonry (First short)

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.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications(PCC Grade M-15)

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

SH:- UNLINED SURFACE DRAIN

Surface Drains in Soil (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 of50 metres (average lead 25 metres)). (A) Mechanical Means

Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) (A) Mechanical Means

M/S T.J ENTERPRISES (BID ID -6189)