SOPD work for 2018-19

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By mannual means, In area of light jungle.

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. ii) Gith above 600 mm to 900 mm.

Uprooting and removing stumps & roots, compaction of backfilling and staking of servicable material by manual means as per Technical Specification clause 201. ii) Gith above 600 mm to 900 mm.

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry works as per Technical Specification clause 202. B. Above 600 mm to 900 mm dia Hume pipe.

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excaveted materials to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification clause 307. A. Manual Means.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) Private Land.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. (i) Private Land

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) (II) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density Grading 3 as per Technical Specification Clause 405. A) By Manual Means

Providing and laying inter locking concrete block pavement (M40) having thickness 80 mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage). a) 80 mm

Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification clause 1701 I. Retro-reflectorised Traffic Signs.

Retro-reflectorised Traffic Signs : 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 (ii) 60 cm equilateral tringle

Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 ii) Ordinary Kilometer Stone (precast)

iii) 200 m Stone (precast)

1000 mm Dia NP3 Pipe Culvert in single Row Earth work in excavation

P. C. C work (1:3:6)

P.C. C. Work (1:2:4)

Bedding for pipe First class Type B

Plastering

Providing and laying Reinforced cement concrete Pipe NP3 as per design in single Row.

Ranjan Dutta