MMNPPNA/GMC/49/106-Re-bid

Amount

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated location and disposal of dismantled materials upto the lead of 100m, stacking servicable materials and unservicable materials separetely

Removal of unserviceable materials with disposal upto 1000m (Removal of unserviceable soil including excavation, loading and disposal upto 100m lead but excluding replacement by suitable soil which shall be paid separately as per clause305

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 cl. 401(Including cost of testing of materials at site and laboratory as directed by the deptt.), for grading- II Material 401.

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 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.00 km)

Providing and laying interlocking concrete block pavement (ICBP) conforming to IS: 15658-2006 including all lead and lift complete as per technical specifications and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq. mm Bye Lane No 2 Link road connecting Dilip Huzuri Path

Earthwork in excavation for structures 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) ordinary soil

Dry rubble flooring,Providing and laying of dry rubble flooring complete as per drawings andtechnical specifications Clause 1303.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203. A With crushed StonePCC Grade M15

Stone masonry work in cement mortar substructure complete as per drawing & technical specification A Random rubble Masonry

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 foce. Complete as per drawing and Technical specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20. (a) Height upto 5m

Jyotiraj Deka

GOLDEN SUNRISE