C/o Township Road at Segi-Gusar Circle HQ in Upper Subansiri District, Arunachal Pradesh.

Amount

SH:- Trace Cutting

Excavation in soil by Manual Means (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres).

SH:- Jungle Cutting

Clearing and Grubbing road land (clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, 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 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness)

By Manual means:-

In area of Area of thorny jungle

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 300mm to 600mm

Girth from 600mm to 900mm

Girth from 900mm to 1800mm

SH: WIDENING

Excavationin Hill Area in Soil by Mechanical Means (Excavationinsoil 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. (Excavationin hilly areain ordinaryrock notrequiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres

SH:- Formation Cutting

Excavationin Hill Area in Soil by Mechanical Means (Excavationinsoil 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. (Excavationin hilly areain ordinaryrock notrequiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres

SH:- Preparation of (SUB GRADE)

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

SH:- SUB-BASE COURSE (GSB)

Granular Sub-Base with coarse graded material (Table:- 400-2) (Construction of granular sub-base by providing close 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) for grading - 1 Material.

SH:- CC Pavement

Dry Lean Cement Concrete Sub- base (Constructionof dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blendingto be as per table 600-1,cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishingand curing.)

Cement Concrete Pavement (Construction of un-reinforced,dowel joint,plain cement concrete pavement over a prepared sub base with 43 grade cement @400kg per cum,coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not execeeding 25mm,mixed in a batching and mixing plant as per approved mixed design,transported to site ,laid with a fixed form or sliped form paver, spread ,compacted and finished in a continuose operation including provision of contraction ,expansion,construction and longitudinal joints,joint filler,separation membrane,sealant primer,joint sealant,debonding strip,dowel bar,tie rod,admixture as approved,curing compound,finishing to lines and grade as per drawing)

SH:- RCC Slab Culvert 1.5mtr. 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

A Manual Means

(i) Upto 3m 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)Random Rubble Masonry

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical speicifications.

PCC Grade M20 (P) Height upto 5Mtr

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

RCC Grade M20

Using Concrete Mixer

For solid slab super-structure, 20-30% of (a+b+c)

Height upto 5m

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

Centering and shuttering including strutting proping etc and removal of form work for : (b) Suspended floors, roofs, etc.

Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV : 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

SH:- Kutcha Drain ( L=3369.50 mtr)

Excavationin Hill Area in Soil by Mechanical Means (Excavationinsoil 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:- CC Drain-II Size 60x45x60mtr (for 130.5Mtr Length)

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

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).

PCC 1:1.5:3 Providing and laying cement concrete 1: 1.5: 3(1 cement: 1.50 coarse sand :3 stone aggregate 20mm nominal size ) excluding the cost of centering and shuttering in: (a) Foundation and plinth.

centering and shuttering including strutting proping etc.and removal of form work for:(b) wall including attached buttresses,pilasters etc.

12 mm Pastering with cement motor 1:3 (1: cement : 3 find sand)

SH:- R/wall 3.50m Height

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 to 6m 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 in foundation complete as drawing and Technical Specification

Random Rubble Masonry

Dry rubble Flooring

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

Granular material.

SH:- B/wall 3.50m Height

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 to 6m 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 in foundation complete as drawing and Technical Specification

Random Rubble Masonry

Dry rubble Flooring

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

Granular material.

M/s TD Trade Centre (BID ID -7153)