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| 1 | (1) KHAGTA BURBURI ROADMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 2 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 3 | Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 4 | (2) PAICHARA TO DAWLA ROADMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 5 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 6 | Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 7 | 11.1. Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.1 Ordinary soil, Upto 3 m depth |
| 8 | 14.11. Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 (i) Random rubble masonry in case of stone pitching laid with cement mortar (1:5) |
| 9 | 14.8. Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 10 | 11.4. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A. With crushed Stone (i)P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing) |
| 11 | (3) G.T. ROAD TO MILANPUR ROADMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 12 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 13 | Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 14 | (4) Rangia Dhamdhama to Barsiral to Kalloipar RoadClearing 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 earlier and 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 asper Technical Specification Clause 201.(i) By Manual Means(a) In area of non thorny jungle |
| 15 | 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 p g 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 |
| 16 | Const. of sub grade and earthen shoulder with approved material obtained from borrowpit with all lifts and lead,transporting to site,spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per tech. spf. cl. 303.1 (i) Private land |
| 17 | Const. 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 compaction with smooth wheel roller to achieve the desired density, complete as per tech. specification clause 401. (ii) Grading II materials. |
| 18 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.A By Manual Means |
| 19 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 20 | (5) Kalloirpar to Barsiral RoadClearing 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 earlier and 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 asper Technical Specification Clause 201.(i) By Manual Means(a) In area of non thorny jungle |
| 21 | 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 p g 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 |
| 22 | Const. of sub grade and earthen shoulder with approved material obtained from borrowpit with all lifts and lead,transporting to site,spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per tech. spf. cl. 303.1 (i) Private land |
| 23 | Const. 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 compaction with smooth wheel roller to achieve the desired density, complete as per tech. specification clause 401. (ii) Grading II materials. |
| 24 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.A By Manual Means |
| 25 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 26 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I Ordinary soilUpto 3 m depth |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203A With crushed StoneI P.C.C grade M 10Nominal mix 1:3:6 |
| 28 | Plain/reinforced cement concrete in Sub Structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. A. With Crushed Stone I. P.C.C grade M 15I. Nominal mix (1:2.5:5) |
| 29 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5.A. With crushed stoneI. RCC grade M 20(iii) For design mix RCC M20a) Height upto 5.0 m. |
| 30 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and Technical Specification Clause 800 and 1206.3.A. With crushed stone |
| 31 | Providing weep wholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm 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 Clause 614, 709, 1204.3.7. |
| 32 | Drainage spouts complete as per drawing and Technical Specification Clause 1209. |
| 33 | 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 specification Clause 1204.3.8 |
| 34 | Supplying, fitting and placing TMT bar reinforcement (Fe 500) in sub structure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 & 1202. |
| 35 | (6) Hidimba School to MahinaClearing 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 earlier and 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 asper Technical Specification Clause 201.(i) By Manual Means(a) In area of non thorny jungle |
| 36 | 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 p g 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 |
| 37 | Const. of sub grade and earthen shoulder with approved material obtained from borrowpit with all lifts and lead,transporting to site,spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per tech. spf. cl. 303.1 (i) Private land |
| 38 | Const. 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 compaction with smooth wheel roller to achieve the desired density, complete as per tech. specification clause 401. (ii) Grading II materials. |
| 39 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.A By Manual Means |
| 40 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 41 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I Ordinary soilUpto 3 m depth |
| 42 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203A With crushed StoneI P.C.C grade M 10Nominal mix 1:3:6 |
| 43 | Plain/reinforced cement concrete in Sub Structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. A. With Crushed Stone I. P.C.C grade M 15I. Nominal mix (1:2.5:5) |
| 44 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5.A. With crushed stoneI. RCC grade M 20(iii) For design mix RCC M20a) Height upto 5.0 m. |
| 45 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and Technical Specification Clause 800 and 1206.3.A. With crushed stone |
| 46 | Providing weep wholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm 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 Clause 614, 709, 1204.3.7. |
| 47 | Drainage spouts complete as per drawing and Technical Specification Clause 1209. |
| 48 | 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 specification Clause 1204.3.8 |
| 49 | Supplying, fitting and placing TMT bar reinforcement (Fe 500) in sub structure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 & 1202. |
| 50 | (7) Gohain Kamal to Kalloirpar PHE Uttar BarsisalClearing 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 earlier and 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 asper Technical Specification Clause 201.(i) By Manual Means(a) In area of non thorny jungle |
| 51 | 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 p g 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 |
| 52 | Const. of sub grade and earthen shoulder with approved material obtained from borrowpit with all lifts and lead,transporting to site,spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per tech. spf. cl. 303.1 (i) Private land |
| 53 | Const. 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 compaction with smooth wheel roller to achieve the desired density, complete as per tech. specification clause 401. (ii) Grading II materials. |
| 54 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.A By Manual Means |
| 55 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 56 | (8) G.T. Road To Farmor Chowk RoadMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 57 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 58 | Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 59 | (9) Ghagrapur Tamulpur Road to Panmajkuchi RoadMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 60 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 61 | Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 62 | 11.1. Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.1 Ordinary soil, Upto 3 m depth |
| 63 | 14.11. Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 (i) Random rubble masonry in case of stone pitching laid with cement mortar (1:5) |
| 64 | 14.8. Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 65 | 11.4. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A. With crushed Stone (i)P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing) |
| 66 | Excavation for Structure (Earth work in excavation of foundation of structures as per drawings & technical specifications CL. 304 of MoRT & H, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. ordinary soil (ii) depth up to 3.0m |
| 67 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone. I. P.C.C grade M 10, Nominal mix 1:3:6 |
| 68 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone. II. P.C.C grade M 20, Nominal mix 1:2:4 |
| 69 | 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 |
| 70 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With crushed stone II. RCC-M25. a. Upto a height of 5m |
| 71 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 72 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 73 | Reinforcement in super structure :- Supplying, fitting and placing conforming to IS: 1786 TMT reinforcement bar Fe-500 from primary product like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc |
| 74 | 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 specification Clause 1204.3.8 |
| 75 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-ntre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208. |
| 76 | (11) Kowarkuchi L.P.School RoadMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 77 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 78 | Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 79 | (12) NH 31 Barajal RoadMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 80 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 81 | Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 82 | (13) GDB To Bardhantoli No 1 RoadMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 83 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 84 | Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 85 | 11.1. Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.1 Ordinary soil, Upto 3 m depth |
| 86 | 14.11. Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 (i) Random rubble masonry in case of stone pitching laid with cement mortar (1:5) |
| 87 | 14.8. Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 88 | 11.4. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A. With crushed Stone (i)P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing) Please Enable Macros to View BoQ information |
