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| 1 | (1) Construction of Box Culvert on 1/1 and Approach on Haluwating Nepali Basti Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Mechanical Means(In area of non-thorny jungle) |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(i) Private Land |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(i) Private Land |
| 4 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing packing, rolling rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing packing, rolling rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405s |
| 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 emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical 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 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.) |
| 10 | Providing and fixing of retro-reflectorised cautionary, manda tory 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 per drawings and Technical Specification Clause 801600mm equilateral triangle |
| 11 | Construction of Box Culvert 3.00 X 3.00m Sigle CellEarth work in excavation of foundation of structures as per drawing and technical specifications clauses 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mdressing of sides and bottom and backfilling with in tranches with excavated suitable material |
| 12 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.(A) with Crushed Stone,(I) PCC Grade M-10, Nominal Mix |
| 13 | II) PCC Grade M15, Nominal Mix |
| 14 | iii)RCC Grade M20, Nominal Mix |
| 15 | Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204.with crushed stone. |
| 16 | (ii)RCC Grade M20, Nominal Mix |
| 17 | Providing and laying reinforced cement concrete in super structure as per drawing and Technical specifications Clauses 800, 1205.4 and 1205.5.(A) with crushed stone) |
| 18 | Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. |
| 19 | Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification Clause 1204.0.8 |
| 20 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1304. |
| 21 | Earth Work in Subgrade for culvert portion. In Cushioning |
| 22 | Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work. |
| 23 | Utility shifting |
| 24 | (2) Construction of Haluwating Bagan 3 No. Line Medical Road from ch.0.00m to Ch. 500.000 (L-0.500Km),Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means(In area of non-thorny jungle) |
| 25 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I)Private Land |
| 26 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land |
| 27 | 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 wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 28 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle |
| 29 | Laying of 600mm dia Hume Pipe Earth work in exacavation for foundation upto 3m depth as per drawing and technical specifications,clause no. 1104,including setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved material.(I)Ordinary Soil(upto 3m) |
| 30 | Laying (First Class) bedding on well compactedapproved granular material as per Clause 1105 (ii) Granular Material |
| 31 | Providing and laying Reinforce Cement Conc. Pipe NP3 for Culverts on 1st class bedding of granullar material in single row, including fixing collar with morter 1:2 but excluding excavation,protection works, backfilling ,concrete and massonary works in head walls and parapets clause 1106. iii) 600 mm HPipe |
| 32 | Earth work in Cushioning |
| 33 | Utility shifting |
| 34 | (3) Improvement of Amguri Bagan 1 No. Line Mongra Mandir connecting Path fromch.0.00m to Ch. 600.000 (L-0.600 Km)Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means(In area of non-thorny jungle) |
| 35 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I)Private Land |
| 36 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land |
| 37 | 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 wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 38 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle |
| 39 | Laying of 600mm dia Hume Pipe Earth work in exacavation for foundation upto 3m depth as per drawing and technical specifications,clause no. 1104,including setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved material.(I)Ordinary Soil(upto 3m) |
| 40 | Laying (First Class) bedding on well compactedapproved granular material as per Clause 1105 (ii) Granular Material |
| 41 | Providing and laying Reinforce Cement Conc. Pipe NP3 for Culverts on 1st class bedding of granullar material in single row, including fixing collar with morter 1:2 but excluding excavation,protection works, backfilling ,concrete and massonary works in head walls and parapets clause 1106. iii) 600 mm HPipe |
| 42 | Earth work in Cushioning |
| 43 | Utility shifting |
| 44 | (4) Improvement of Pengera 8 No Line to 9 No Line connecting Shangkar Tanti Road (9 No ward to 3 No ward connecting roads) from Ch. 0.00m to Ch. 550.00m (L= 0.550 Km)Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means(In area of non-thorny jungle) |
| 45 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I)Private Land |
| 46 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land |
| 47 | 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 wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 48 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle |
| 49 | 600mm circular |
| 50 | Laying of 600mm dia Hume Pipe Earth work in exacavation for foundation upto 3m depth as per drawing and technical specifications,clause no. 1104,including setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved material.(I)Ordinary Soil(upto 3m) |
| 51 | Laying (First Class) bedding on well compactedapproved granular material as per Clause 1105 (ii) Granular Material |
| 52 | Providing and laying Reinforce Cement Conc. Pipe NP3 for Culverts on 1st class bedding of granullar material in single row, including fixing collar with morter 1:2 but excluding excavation,protection works, backfilling ,concrete and massonary works in head walls and parapets clause 1106. iii) 600 mm HPipe |
| 53 | Earth work in Cushioning |
| 54 | Utility shifting |
| 55 | (5) Improvement of Pengera 3 No. Line to 8 No. Line Connecting Road (8 No. ward Road) from Ch.0.00m to Ch. 210.00m (L-210.00 m) Total Lenght=0.210 KmClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means(In area of non-thorny jungle) |
| 56 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I)Private Land |
| 57 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land |
| 58 | 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 wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 59 | Laying of 600mm dia Hume Pipe Earth work in exacavation for foundation upto 3m depth as per drawing and technical specifications,clause no. 1104,including setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved material.(I)Ordinary Soil(upto 3m) |
| 60 | Laying (First Class) bedding on well compactedapproved granular material as per Clause 1105 (ii) Granular Material |
| 61 | Providing and laying Reinforce Cement Conc. Pipe NP3 for Culverts on 1st class bedding of granullar material in single row, including fixing collar with morter 1:2 but excluding excavation,protection works, backfilling ,concrete and massonary works in head walls and parapets clause 1106. iii) 600 mm HPipe |
| 62 | Earth work in Cushioning |
