Ahomgaon GOG Road to Go-Bat

Amount

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.)

Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 WBM Gr-lIl. Over Pit area excavated by different agencies

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.

Providing and laying Interlocking Concrete Block Pavement (ICBP) having thickness 80mm including all lead and lift complete as per technical specification Cl 1504 and as directed.

Construction of RCC Drain: Excavation for Structures (Earth work in excavatlon for structure as per drawlng and technical specificatlon, clause 305.1 Includ/ng settlng out, construction of shoring and bracing, removal ofstumps and other deleterious materlals and d/sposal upto a lead of 50.00m, dressing of sides and bottom and backfilling In trenches Vlth excavated suitable mcterla/, Ordlnary soll , upto 3.00m depth.

Removal of Unsuitable Soll with Disposal upto 1000 metres (Removal of unsultable soil including excavation, loading and disposal upto 1000 metres lead but excluding compection upporting embankment subgrade sreplacement by suitable soll which shall be paid separately as per clause 303.5.2 as per technical specification clause 302

Providing and laying of dry rubble Flooring, complete as per drawing and technical speclfiætlon , clause 1308.3 works.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mix, placed in foundation and compacted by vibration including curing for 14 days.

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specificaions

Plain/ReInforced cement concrete, In sub structure complete as per drawlng and 6 techn/co/spec/flcat/on andstee/shutter/ngformwork. (N) without plastlciser, (B) RCC Grade M20, height upto 5.00m ( Screed concrete On top of Boulder masonary Guard wall)

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 IV :20H towards drawing force. Complete as per drawing and Technical speclficatlon.

Backfillng behind abutment, wing wall and retum won complete as per Drawlng and technical specification. B. Sandy materlals

Construction of Stone Masonry Guard Wall: Excavation for Structures (Earth work in excavatlon for structure as per drawlng and technical specificatlon, clause 305.1 Includ/ng settlng out, construction of shoring and bracing, removal ofstumps and other deleterious materlals and d/sposal upto a lead of 50.00m, dressing of sides and bottom and backfilling In trenches Vlth excavated suitable mcterla/, Ordlnary soll , upto 3.00m depth.

Removal of Unsuitable Soll with Disposal upto 1000 metres (Removal of unsultable soil including excavation, loading and disposal upto 1000 metres lead but excluding compection upporting embankment subgrade sreplacement by suitable soll which shall be paid separately as per clause 303.5.2 as per technical specification clause 302

Providing and laying of dry rubble Flooring, complete as per drawing and technical speclfiætlon , clause 1308.3 works.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mix, placed in foundation and compacted by vibration including curing for 14 days.

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Backfillng behind abutment, wing wall and retum won complete as per Drawlng and technical specification. B. Sandy materlals

Jayanti Contractors and Engineers Ltd.

SIda Nanda Das