TRC/TB/CONEC/ISI/SOPD(G)

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. (I) By Manual Means (A) In area of non thorny jungle

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) 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) with iead upto 1000m as per technical specification clause 301.5 (a) From private land

By Mix in Place Method :- 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 three Wheel 80-100 KN Static roller to achieve the desired density,complete as per technical specification clause 401) (ii) For grading -II materials.

Water Bound Macadam Grading -3:- Using stone screening Type-A 13.2mm for G-3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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 to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density Grading-3 as per technical specification clause-405. (A) By Manual means

Inter locking concrete Block pavement : Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (A) Interlocking pavement block (a) Including Edge block/ Edge restraints

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) 600mm equilateral triangle

H.P. Culvert (NP-3) 1000 mm Dia Single Row 7.50m width (1 No.) Earth work in excavation of foundation of structure as per drawing and Technical specification, clauses 305.1 including setting out, construction of shoring & bracing, removel of stumps and other deletorious mater, dressing of sides and bottom and backfilling with excavated suitable materials. Ordinary soil. (i) Upto 3 m depth

Providing concrete for plain/ reinforced concrete open foundations complete as per drawing technical specification Clause 802,803,1202, & 1203.(B) With natural gravel. (1)PCC Grade M-15 ( 1:2.5 :5)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With crushed stone. P.C.C. grade M 20 ,Nominal mix (1:2:4)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. With Crushed Stone , P.C.C. grade M 20 ,Nominal mix (1:2:4)

Providing and laying reinforced cement concret pire NP-3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, back filling , concret and masonry works in head walls and parapets clause 1106. (B) 1000mm dia pipe

Plastering with cement morter (1:4) 15mm thick on brick work in substructure as per technical specification.

Mousum Bora