Borjana II to Borjana I Road

Amount

Construction of Embankment with Material Obtained from Borrow Pits 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 1000 m as per Technical Specification Clause 303.1.5. 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 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 complete including carriage (a) Including Edge block/ Edge restrains

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications cl. no. 1100,1600 & 1700and removal of excavated earth with all lifts and lead upto 1000 m. (pile diameter - 1000 m)

Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification (B) RCC Grade M25 (i) Using Concrete Mixer

Levelling Course for Pile cap

Reinforcement in foundation: Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (a) with TATA make TMT rebar

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications and steel shuttering farmwork (N) Without Plasticiser (E)RCC Grade M25 (i) Using Concrete Mixer

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications (a) with TATA make TMT rebar

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (A) Granular material

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (N) Without Plasticiser (B)RCC Grade M25 (i) Using Concrete Mixer i) For solid slab super-structure a)Height upto 5m

Reinforcement in super structure 'Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) with TATA make TMT rebar

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per drawing and Technical Specifications

Drainage Spouts complete as per drawing and Technical specification

Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck cincrete , welding 8 mm dia, 100 mm long galvanized nails spaced 300 mm C/C along the center line ogf the plate , all specified in clause 2604

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Boulder Apron Laid in Wire Crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40kg each)