CRC-DDTRD-188- Nizara Path and Jyotigiri Path

Amount

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

Cleaning & desilting of road side drains/cross drain by mechanical means with adequate road safety measures by providing caution board/safety ribbons/proper lighting if necessary etc. without damaging the footpath/slab/road surface including immediate disposal of the semi solid silt/garbages etc.

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. Grading III

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 Cross Culvert: 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.

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

Providing concrete for plain/reinforced concrete In open foundations complete as per drawings and technical specificatlons Clause 802, 803 , 1202 and 1203. , A) with crushed stone (II) PCC Gr. M10 , with crushed stone,Nominal Mix 1:3:6

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 public RCC Approach slab Jyotigiripath: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)

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

Construction of RCC Retaining wall Jyotigiripath Link Road : 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 concrete for plain/reinforced concrete In open foundations complete as per drawings and technical specificatlons Clause 802, 803 , 1202 and 1203. , A) with crushed stone (II) PCC Gr. M10 , with crushed stone,Nominal Mix 1:3:6

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.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical

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 speclficatlon , clause 1308.3 works.

Providing concrete for plain/reinforced concrete In open foundations complete as per drawings and technical specificatlons Clause 802, 803 , 1202 and 1203. , A) with crushed stone (II) PCC Gr. M10 , with crushed stone,Nominal Mix 1:3:6

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

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.

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

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (Raising of Existing Guard Wall, Jyotigiripath)

SIda Nanda Das