C/o Road from Horo PMGSY road to Balarijo under Gusar circle, Upper Subansiri District

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). a). Girth from 300mm to 600mm

b). Girth from 600mm to 900mm

c). Girth from 900mm to 1800mm

SH:- Formation Cutting

Earthwork Excavation in soil with Dozer with lead upto 100 mtrs (Excavation for roadway in soil by Mechanical means including cutting and pushing the cut earth to site of embankment upto a distance of 100 mtrs (avereage lea 50 metres), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross section).

Excavation in Ordinary Rock with Dozer with lead upto 100 mtrs (Excavation for roadway in ordianry rock by deploying a dozer, 80HP/JCB/Forland etc including cutting and pushing the cut earth to site of embankment upto a distance of 100metres (average lead 50metres), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)

SH:- Pavement (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:- EARTHERN SHOULDER

Construction of Subgrade and Earther shoulders (Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

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:- BASE COURSE (WBM-II)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates ofg specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10

SH:- BASE COURSE (WBM-III)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates ofg 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

SH:- SURFACE COURSE

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)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom.

Open-Graded Premix Surfacing (Providing laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to 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, finished to required level and grades) Case-i. Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour

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) Case-II ; Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade).

SH:- RCC Slab Culvert 1m Span-1.5mtr. 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). Manual Means Depth upto 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 open foundation complete as per drawing and technical speicifications. PCC Grade M15

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical speicifications. PCC Grade M20

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

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 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.

SH:- RCC Slab Culvert 2m Span-2mtr. 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). Manual Means Depth upto 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 open foundation complete as per drawing and technical speicifications. PCC Grade M15

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical speicifications. PCC Grade M20

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

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 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.

SH:- R/wall 3.00m 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 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

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

SH:- CC Drain

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).

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical speicifications. PCC Grade M15

SH:- Land Development

Earthwork Excavation in soils containing 50% or more of shingle or small size boulders upto 30cm size including banking in 20cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50m and lift upto 1.50m.

M/s MB Enterprises