C/o Road from PMGSY Road to Tsaikhar to Tongse village via Gyada in Tawang District

Amount

SH: Earthwork/Formation Cutting. Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)

SH: Earthwork/Formation Cutting. Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ))

SH : Sub Grade Preparation & PAVEMENT (Non - Bituminous Courses) 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.)

SH : Sub Grade Preparation & PAVEMENT (Non - Bituminous Courses) Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

SH : PAVEMENT (Non - Bituminous Courses) Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (ii) for grading- I Material

SH : PAVEMENT (Non - Bituminous Courses) 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.) II) Grading-II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-A (13.2mm Agg.)

SH : PAVEMENT (Non - Bituminous Courses) 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.) Grading-III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.)

SH :PAVEMENT (BITUMINOUS SURFACE COURSES) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

SH :PAVEMENT (BITUMINOUS SURFACE COURSES) Tack Coat(Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)

SH :PAVEMENT (BITUMINOUS SURFACE COURSES) Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)

SH :PAVEMENT (BITUMINOUS SURFACE COURSES) Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.)

SH : RCC Slab Culvert-1.5 m span (11Nos) '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 3m depth

SH : RCC Slab Culvert-1.5 m span (11Nos) 'Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

SH : RCC Slab Culvert-1.5 m span (11Nos) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Case-I, Using Concrete Mixer RCC Grade M20

SH : RCC Slab Culvert-1.5 m span (11Nos) Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry

SH : RCC Slab Culvert-1.5 m span (11Nos) Providing and laying filter media behind box structure, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.

SH : RCC Slab Culvert-1.5 m span (11Nos) Providing & fixing weep holes in head wall, return wall, wing wall and retaining wall complete as per drawings and Technical Specifications Clause 2706.

SH : RCC Slab Culvert-1.5 m span (11Nos) 'Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600.

SH : RCC Slab Culvert-2.00 m span ( 5 Nos) '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 by manual means upto 3m depth

SH : RCC Slab Culvert-2.00 m span ( 5 Nos) 'Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

SH : RCC Slab Culvert-2.00 m span ( 5 Nos) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Case-I, Using Concrete Mixer RCC Grade M20

SH : RCC Slab Culvert-2.00 m span ( 5 Nos) Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry

SH : RCC Slab Culvert-2.00 m span ( 5 Nos) Providing and laying filter media behind box structure, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.

SH : RCC Slab Culvert-2.00 m span ( 5 Nos) Providing & fixing weep holes in head wall, return wall, wing wall and retaining wall complete as per drawings and Technical Specifications Clause 2706.

SH : RCC Slab Culvert-2.00 m span ( 5 Nos) 'Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600.

SH : RCC Slab Culvert-3.00 m span (3 Nos) '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 by manual means upto 3m depth

SH : RCC Slab Culvert-3.00 m span (3 Nos) 'Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

SH : RCC Slab Culvert-3.00 m span (3 Nos) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Case-I, Using Concrete Mixer RCC Grade M20

SH : RCC Slab Culvert-3.00 m span (3 Nos) Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry

SH : RCC Slab Culvert-3.00 m span (3 Nos) Providing and laying filter media behind box structure, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.

SH : RCC Slab Culvert-3.00 m span (3 Nos) Providing & fixing weep holes in head wall, return wall, wing wall and retaining wall complete as per drawings and Technical Specifications Clause 2706.

SH : RCC Slab Culvert-3.00 m span (3 Nos) 'Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600.

SH: - RRM R wall,L-220 m, Ht. 3 mtr 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. In ordinary soil by manual means,depth upto 3 mtr.

SH: - RRM R wall,L-220 m, Ht. 3 mtr 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.

SH: - RRM R wall,L-220 m, Ht. 3 mtr Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble masonry

SH: - RRM R wall,L-220 m, Ht. 3 mtr 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

SH: - RRM R wall,L-220 m, Ht. 3 mtr Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material

SH: - RRM B wall,L-140 m, Ht. 3 mtr 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. In ordinary soil by manual means,depth upto 3 mtr.

SH: - RRM B wall,L-140 m, Ht. 3 mtr 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.

SH: - RRM B wall,L-140 m, Ht. 3 mtr Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble masonry

SH: - RRM B wall,L-140 m, Ht. 3 mtr 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

SH: - RRM B wall,L-140 m, Ht. 3 mtr Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material

SH: RRM R wall,L-140 m, Ht. 4 mtr 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, backfilling the exca In ordinary soil by manual means,depth upto 3 mtr.

SH: RRM R wall,L-140 m, Ht. 4 mtr 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.

SH: RRM R wall,L-140 m, Ht. 4 mtr Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry

SH: RRM R wall,L-140 m, Ht. 4 mtr 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 sp

SH: RRM R wall,L-140 m, Ht. 4 mtr Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material

SH : CC Drain 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 dewatering) i) Ordinary Soil.(A) Manual means, up to 3m depth.

SH : CC Drain Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20

M/S ALLIANCE TRADING CO

M/S YESHI THINLEY