RIDF_XXV_Sootea_01 Improvement of road from NH-15, Tupia via Rangachakuwa and Morikhuti to Balijuli Tiniali by providing DBM and BC under RIDF- XXV of NABARD

Amount

Clearing And Grubbing road land Clearing And Grubbing road land including uprooting wild vege tation, grass ,bushes ,shrubs ,saplings and trees of girth upto 300mm ,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 1000m including removal and disposal of top organic soil not exceeding 150 mm in thicknes as per Technical Specification Clause 201. (i) By Manual Means (A) In area of light Jungle.

Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

Construction of Embankment with Material Obtained from Borrow Pits Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5m ,transporting to site ,spreading ,grading to reqired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) 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 trasporting to site, speading grading to required slope and compacxted to meet requirement of table (300-2)(a) including cost of testing of materials at site and laborotory as directed by the deptt. (a)Private Land

By Mix in Place Method (Construction of Granular sub-base by providing close graded materials, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC ,andf compacting with vibratory roller to achieve the desired density, compacted as per cl.401(with an initial lead of 5 km)(Including cost of testing of materials at site and laboratory as directed by the deptt.) (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/bindding materials to fill-up the interstices of coarse aggregates,watering and compacting to the reqd. density.(with an initial lead of km.) By Manual Means WBM Grading II (a) Using Screening Crushable type such as morum or Gravel.

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/bindding materials to fill-up the interstices of coarse aggregates,watering and compacting to the reqd. density.(with an initial lead of km.) By Manual Means WBM Grading III (a) Using Screening Crushable type such as morum or Gravel.

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) With Bitumen Emulsion CSS-1h

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) With Bitumen emulsion CSS-1h Dry and hungry bituminous surface

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. (I) 90cm equilateral Triangle

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. (II) 60cm equilateral Triangle

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. (III) 60cm Circuler

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. (iv) 80cmx45cm rectanguler

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. (VI)60cmx60cm square

Providing reflective Pavement marker with Micro Prismatics lens in both direction having thermoplastic body adhering to the specification and guide lines of MoSTR&Hs fixed to the road surface using the adhesives and the procedures recomendedby the manufactures with three months replacement warranty and free maintenance.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads & 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level uniform and free from streaks and holes and conforming to the MoSRT&H specification.

Hume pipe Culvert 1000mm Dia Earthwork in excavation for structure as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto alead of 50m , dressing of sides and bottom and back filling in trenches with excavated suitable material. I)Ordinary Soil Upto 3.00m depth.

Plain/Reinforce Cement concrete in open foundation complete as per drawing and Technical Specifications Clause 802,803,1202 &1203.

Brick Massonry work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specifications Clause 600,1202 & 1203. (i)Brick Massonry 1:3 cement morter.

Brick massonry in cement morter in sub structure complete excepting pointing and plastering as per drawing and technical specification clause 602,603,604,1202&1204. (i)Brick Massonry 1:3 cement morter.

Providing and laying reinforced cement concrete pipe NP₃ for culvert on first class bedding of granular materials in single row including fixing coller with cement morter 1:2 butexcluding excavation protection work back filling concrete and massonry work in head wall and parapet clause 1106. (B)1000 mm dia

Plastering with cement morter 15mm thick on brick work in sub-structure as per technical specification Clause 613.4 & 1204.

Boxcell Culvert (3.00m X 3.00m Double Cell) Earthwork in excavation for structure as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto alead of 50m , dressing of sides and bottom and back filling in trenches with excavated suitable material. I)Ordinary Soil Upto 3.00m depth.

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

Plain/Reinforcement cement concrete, In Sub structure complete as per drawing and Technical Specification 1500,1700,& 2200 and steel and shuttering formwork B) PCC Grade M-25 Height upto 5.00m

Plain/Reinforcement cement concrete, In Sub structure complete as per drawing and Technical Specification 1500,1700,& 2200 and steel and shuttering formwork B) RCC Grade M-25 a)Height upto 5.00m Case -I Using Concrete Mixure

Reinforcement in Foundation/Sub Structure/Super Structure Supplying fitting and placing un-coated TMT bar reinforcement in foundation/Substructure/Super Structure Complete as per Drawing & Technical Specification 1600, (a) With TATA make TMT CSR (Fe500 grade) rebar

Providing weep Holes in brick massonry/Stone massonry , Plain reinforcement concrete abutment wing wall return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V) : 20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7.

Back filling behind abutment , wing wall and return wall comlete as per drawings & technical specification clause 1204.3.8. i)Sandy Materials

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

Construction of RCC railing of M 30 grade in cast in situ with 20mm nominal size aggregate, true to line on grade, tolerance 1 in 500, center to center spacing between vertical posts not to exceeded 200mm as per drawing and technical specifications clause 800,900 and 1208.3 With crushed stone

Painting of Culvert Number and span arrengement as per Technical Specification Section 800.

Drain Cum Foot Path Earthwork in excavation for structure as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto alead of 50m , dressing of sides and bottom and back filling in trenches with excavated suitable material. I)Ordinary Soil Upto 3.00m depth.

Plain/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications including steel shutteringformwork. A.Without plasticiser (a)PCC Grade M-15

Plain/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications including steel shutteringformwork. A.Without plasticiser Case-I Using Concrete Mixer (a)RCC Grade M-25

Plain/Reinforced cement concrete, in Sub-Structure complete as per drawing and Technical Specification and steel shuttering form work.

Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800,1205.4& 1205.5. (IV) RCC M-25 (a) Height upto 5.00m

Supplying, fitting and placing TMT bar reinforcement in Foundation/Sub-Structure/Super Structure complete as per drawing & Technical Specification Clause 1002,101 & 1202.

ABCI Infrastructures Pvt Ltd.