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| 1 | 1_Construction of Road fromDewanpara Jayanta Hazarika Club to Laharapara TinialiClearing and grubbing road land including uprooting wild vegitation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal unserviceable materils and stacking the serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exeeding 150mm in thickness as per Technical Specification Clause 201. (i) By Manual Means. (A) In area of non throny jungle. |
| 2 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification clause 301.5 i) Private land. (Refer Annexure I) |
| 3 | 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 300-2with lead up to 1000mas per technical Specificationclause 303.1. (i) PrivateLand |
| 4 | Construction of granular sub-base by by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC,r and compacting with smooth wheel roller to achieve the desired density, completeas per Technical Specification Clause 401. (ii) For grading -II Material. |
| 5 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withsmooth wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming, stone screeningto fill upthe interstices of coarse aggregate,watering and compacting to the required. density Grading 2as perTechnical SpecifictionClause 405.(A) ByManualMeans |
| 6 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withsmooth wheel roller 80-100 kNstatic roller in stages to proper grade and camber, applying and brooming,crushable screeningto fill upthe interstices of coarse aggregate,watering and compacting to the required. density Grading 3as perTechnical SpecifictionClause 405.(A) ByMechanicallMeans |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 8 | Providing and applying tack coat with bitumen emalsion (CRS-1 ) using emalsion distributor at the rate of 0.25 to 0.30 kg /sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as perTechnical Specification Clause 503 . |
| 9 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. complete in all respect. including carriage of mixed meterials up to 10.0 km initial lead from mixing plant) ( including cost of testing of meterials at site and laboratory as directed by the departmentB(ii)with 60/70 or VG -30 grade bitumenfor Grading lI (10 mm nominal size) |
| 10 | Providing Hump type speed breaker _2 Nos_Providing and applying tack coat with bitumen emalsion (CRS-1 ) using emalsion distributor at the rate of 0.25 to 0.30 kg /sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as perTechnical Specification Clause 503 . |
| 11 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 12 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. complete in all respect. including carriage of mixed meterials up to 10.0 km initial lead from mixing plant) ( including cost of testing of meterials at site and laboratory as directed by the departmentB(ii)with 60/70 or VG -30 grade bitumenfor Grading lI (10 mm nominal size) |
| 13 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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 specifications. |
| 14 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 15 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 600mm equilateral triangle |
| 16 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 600 mm Circular |
| 17 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 900 mm sideOctagon |
| 18 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 800mmx 600mm rectangular |
| 19 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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 specifications. |
| 20 | RCC Guard post : Supplying , fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M15 (nominal mix 1:2:4) with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering mouldilng the top , curing including painting concrete surface in 23 cm strips up to 0.75 m from top alternatively in black wire and white and having 2 nos ,reflective band of desired shade etc complete as per desgin and as directed a) 15 cm dia RCCguard post with reinforcement of 6 nos 12mm dia TMT main steel bars and 6mm TMT/,MS stirrups at 15 C/C |
| 21 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I.Ordinary Soil.A. Manual Means. (i) Upto 3.00 M depth.Facewall Bed |
| 22 | Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 23 | Bedding for pipe(ii) Type B(First Class) BeddingLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)(i) Sand Filling |
| 24 | Bedding of Pipe Type A ( Concrete cradle bedding)Laying concrete cradle bedding with M-15 grade cement concrete. Facewall ,Bedding , Embedding |
| 25 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. © 600 mm dia |
| 26 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. © 1000 mm dia |
| 27 | Brick Masonry Work in cement mortar in foundation of Head walls completeexculding pointing and plastering as per drawing and technical pecificationClause 1109A. Brick Masonary in 1:4 cement mortar |
| 28 | Brick Masonry Work in cement mortar in foundation of complete as per drawing and technical specification Clauses 702,704, 1202 & 1203.II. In 1: 4 cement Mortar |
| 29 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification |
| 30 | Utility Shifting works of ASEB power line |
| 31 | Utility Shifting works of PHE Distribution Line |
| 32 | 2_Construction ofroad from Thakurani Mandir to Khudra Narikola Smashan RoadClearing and grubbing road land including uprooting wild vegitation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal unserviceable materils and stacking the serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exeeding 150mm in thickness as per Technical Specification Clause 201. (i) By Manual Means. (A) In area of non throny jungle. |
| 33 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification clause 301.5 i) Private land. |
| 34 | 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 300-2with lead up to 1000mas per technical Specificationclause 303.1. (i) PrivateLand |
| 35 | Construction of granular sub-base by by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC,r and compacting with smooth wheel roller to achieve the desired density, completeas per Technical Specification Clause 401. (ii) For grading -II Material. |
| 36 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withsmooth wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming, stone screeningto fill upthe interstices of coarse aggregate,watering and compacting to the required. density Grading 2as perTechnical SpecifictionClause 405.(A) ByManualMeans |
| 37 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withsmooth wheel roller 80-100 kNstatic roller in stages to proper grade and camber, applying and brooming,crushable screeningto fill upthe interstices of coarse aggregate,watering and compacting to the required. density Grading 3as perTechnical SpecifictionClause 405.(A) ByMechanicallMeans |
| 38 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 39 | Providing and applying tack coat with bitumen emalsion (CRS-1 ) using emalsion distributor at the rate of 0.25 to 0.30 kg /sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as perTechnical Specification Clause 503 . |
| 40 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. complete in all respect. including carriage of mixed meterials up to 10.0 km initial lead from mixing plant) ( including cost of testing of meterials at site and laboratory as directed by the departmentB(ii)with 60/70 or VG -30 grade bitumenfor Grading lI (10 mm nominal size) |
| 41 | Providing Hump type speed breaker_2 Nos_Providing and applying tack coat with bitumen emalsion (CRS-1 ) using emalsion distributor at the rate of 0.25 to 0.30 kg /sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as perTechnical Specification Clause 503 . |
| 42 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 43 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. complete in all respect. including carriage of mixed meterials up to 10.0 km initial lead from mixing plant) ( including cost of testing of meterials at site and laboratory as directed by the departmentB(ii)with 60/70 or VG -30 grade bitumenfor Grading lI (10 mm nominal size) |
| 44 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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 specifications. |
| 45 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 46 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 600mm equilateral triangle |
| 47 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 600 mm Circular |
| 48 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 900 mm sideOctagon |
| 49 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 800mmx 600mm rectangular |
| 50 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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 specifications. |
| 51 | RCC Guard post : Supplying , fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M15 (nominal mix 1:2:4) with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering mouldilng the top , curing including painting concrete surface in 23 cm strips up to 0.75 m from top alternatively in black wire and white and having 2 nos ,reflective band of desired shade etc complete as per desgin and as directed a) 15 cm dia RCCguard post with reinforcement of 6 nos 12mm dia TMT main steel bars and 6mm TMT/,MS stirrups at 15 C/C |
| 52 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I.Ordinary Soil.A. Manual Means. (i) Upto 3.00 M depth.Facewall Bed |
| 53 | Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 54 | Bedding for pipe(ii) Type B(First Class) BeddingLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)(i) Sand Filling |
| 55 | Bedding of Pipe Type A ( Concrete cradle bedding)Laying concrete cradle bedding with M-15 grade cement concrete. Facewall ,Bedding , Embedding |
| 56 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. © 600 mm dia |
| 57 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. © 1000 mm dia |
| 58 | Brick Masonry Work in cement mortar in foundation of Head walls completeexculding pointing and plastering as per drawing and technical pecificationClause 1109A. Brick Masonary in 1:4 cement mortar |
| 59 | Brick Masonry Work in cement mortar in foundation of complete as per drawing and technical specification Clauses 702,704, 1202 & 1203.II. In 1: 4 cement Mortar |
| 60 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification |
| 61 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3.6 (Hand mixing) |
| 62 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 In 1:4 cement mortar |
| 63 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 With Crushed Stone RCC Grade M 20For height upto 5 m |
| 64 | 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 Clauses1002, 1005, 1010 & 1202 |
| 65 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specificationsClauses 1002, 1010 and 1202 |
| 66 | Drainage spouts complete as per drawing and technical specificationsClause 1209 |
| 67 | Filler JointProviding and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 68 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 69 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 70 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 71 | Providing and laying filter material underneath pitching in slopes completeas per drawing and technical specifications Clause 1302 |
| 72 | Utility Shifting works of ASEB power line |
| 73 | Utility Shifting works of PHE Distribution Line |
