C/o Road from NIMAS to Shambola at Dirang.

Amount

Formation cutting (5.95 m Width) :- 1.500 Km

Depositing of excavated earth on the barren valley side. (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)

Disposal of excavated earth on the barren valley side Excavation in hilly area in ordinary rock not requiing blasting by mechanical means earth on the barren valley side.

Preparation of Sub-grade. (4.35 m Width) :- 1.500 Km

Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

WBM-I :- 1.500 Km

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means (i) Grading- I (Using Screening Crushable type such as Moorum or Gravel)

W.B.M. - II :- 1.500 Km

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means, Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Culvert- 1.50 mtr span 5 nos

5.01) 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 3m depth

5.02) 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.)

5.03) Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry

5.04). Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, Using Concrete Mixer, Height upto 5m

5.05) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

5.06) 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

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

R/Wall - 3.00 mtr. height :- 60.00 M Length

6.01). 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 3m depth

6.02). 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.)

6.03). Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification. b) Random Rubble Masonry

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

6.05). Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, A Sandy materials

6.06). 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

R/Wall - 4.00 mtr. height :- 50.00 M Length

7.01). 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 3m depth

7.02). 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.)

7.03). Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification. b) Random Rubble Masonry

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

7.05). Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A Sandy materials

7.06). 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

Breast wall of 3.80 mtr height :- 60.00 m Length

8.01). 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 3m depth

8.02). 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.)

8.03). Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification. b) Random Rubble Masonry

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

8.05). Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, A Sandy materials

8.06). 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

Kutcha Drain :- 1.5 Km

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

M/S KAMENG TRADERS (BID ID -6056)