Construction of Road from Ganeshguri Keutaguri Road to Ganeshguri Pather

Amount

Road Works

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201.

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (a) From private land

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen 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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land

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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading II Material

Water Bound Macadam Grading 3 Using stone screening Type-A 13.2mm for Gr-3 Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405

Hump Type speed breaker= 2 Nos

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 600mm circular

600 mm equilateral triangle

Providing laying with hot applied thermo plastic compound 2.5mm thick including reflecting glass bead @ 250 gm per Sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. The finish surface to be levelled uniform and free from streaks and hold and conforming to the MOrsT Specification

Reinforced Cement Concrete M-15 grade Kilometer Stone/Local Stone of standard design as per IRC :8 fixing in position incuding painting and printing etc.as per drawing technical specification cl.1703. Ordinary KM Stone (Pre cust)

200 m Stone

Hume Single Pipe Culvert of 1000mm dis NP-3 Works 2 (Two) Nos.

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of side and bottom and backfilling in trenches with excavated suitable material. For Face Wall For Bedding

PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109

Laying 1st calss bedding on well compected sand, moorum as per clause 115 (ii) Granular bedding Deduction for embeded pipe

Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100 (in prop.1:4) Deduction for Hume pipe

Providing and laying reinforced cement concrete pipe NP3 for culvert on frist class bedding for granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets clasue 1106 B) 1000mm dia

Plastering with cement mortat (1:6) 15mm thick on brick works for substructure as per technical specification Deduction for Hume Pipe

MANASH DEWRI