Construction of Road from Yanmati Village to Lonchoch in Changlang District

Amount

SH: SITE CLEARANCE

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:- A) In area of light jungle

B) In area of Throny jungle

SH: EARTH WORK ( 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)

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 )

Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.)

Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)

(SH :- R.C.C SLAB CULVERT 1.50 m Span - 2m Height ) = 37 Nos.

Excavation for structures (Earth work in excavtion 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 remaining earth locally for road work) Ordinary Soil Manual Means (Depth up to 3m)

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 sub-structure complete as per drawing and technical specifications. (a) P.C.C. grade M15 (Height upto 5 m)

Plain/Reinforced cement concrete in open Foundation complete as per drawing and technical specifications. (b) RCC Grade M20 Using concrete Mixer

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and Technical Specification A) RCC Grade M20 Case I:- Using concrete mixer p) Height upto 5m

Supplying, fitting and placing HYSD bar reinforcement in super-structure 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

Providing weep holes in Brick masonary/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 :- R.C.C SLAB CULVERT 4.00 Mtrs Span) = 6 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.) I)Ordinary soil B) Mechanical 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 nomial sizes mechanically mixed, placed in founadtion and compacted ny vibration including curing for 14 days ) in sub-structure complete as per drawing and technical specifications

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications B) PCC Grade M20 P) Height upto 5m

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

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

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification A) Square Rubble Coursed rubble masonry ( first sort )

B) Random Rubble Masonry

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material

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: SLAB CULVERT (SPAN - 6.00 M) 4 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.) I) Ordinary soil A) Mechanical Means i) upto 3 m depth

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications a) PCC Grade M15

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications B) PCC Grade M20 P) Height upto 5m

Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M25 Using Concrete Mixer P) Height upto 5m

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

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification a) Square Rubble Coursed rubble masonry ( first sort )

b) Random Rubble Masonry

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material

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: RETAINING WALL 3.00 MTR HEIGHT( 393.00 METRES LENGTH)

Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and bottom and backfilling with approved material) I) Ordinary Soil A) Manual means (ii) 3 mtr to 6 mtr depth

PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm 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. A) Random Rubble Masonry

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granualar material

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 BREAST WALL 3.00 MTR HEIGHT( 250.00 METRES LENGTH )

Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and bottom and backfilling with approved material) I) Ordinary Soil A) Manual means (i) upto 3 mtr to 6 mtr depth

PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40m 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 draing and technical specifications. A) Random Rubble Maonry

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granualar material

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: RETAINING WALL 5.00 MTR HEIGHT = 254 Mtr

Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and bottom and backfilling with approved material) I) Ordinary Soil A) Manual means (ii) 3 mtr to 6 mtr depth

PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm 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. A) Random Rubble Masonry

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granualar material

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:PAVEMENT WORKS

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 cause 401. for grading- I Material

SH: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 of 50 metres (average lead 25 metres). A) Mechanical Means

Surface Drains in ordinary rock (Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment at site. A) Mechanical Means

MAITUNGTIKHAK