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| 1 | ICBP Internal Road |
| 2 | Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.By Manual Means |
| 3 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slopeand 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 |
| 4 | Haulage excluding Loading & UnloadingHaulage of materials by tipper excluding cost of loading, unloadingand stacking.Case-I : Surfaced Road(for 10 km = 10 x 14.90 = 149.0) |
| 5 | Loading and Unloading Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means(ii) Loading of earth,sand,moorum,manure,fly ash by mechanical means including a lead upto 30 M |
| 6 | Loading and Unloading Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means(iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. |
| 7 | Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per TechnicalSpecification Clause 303.5.2. |
| 8 | Construction of Subgrade and Earthen ShouldersConstruction 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 |
| 9 | Haulage excluding Loading & UnloadingHaulage of materials by tipper excluding cost of loading, unloadingand stacking.Case-I : Surfaced Road(for 10 km = 10 x 14.90 = 149.0) |
| 10 | Loading and Unloading Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means(ii) Loading of earth,sand,moorum,manure,fly ash by mechanical means including a lead upto 30 M |
| 11 | Loading and Unloading Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means(iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. |
| 12 | Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading I Material |
| 13 | Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading II Material |
| 14 | Haulage excluding Loading & Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking.Case-I : Surfaced Road(for 20 km = 20 x 14.90 = 298.00) |
| 15 | Haulage excluding Loading & Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking.Case-II: Unsurfaced Gravel Road(for 3 km = 3 x 18.50 = 55.50) |
| 16 | Loading and Unloading Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means(i) Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m |
| 17 | Loading and Unloading Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means(iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. |
| 18 | Water Bound Macadam Sub-base/base'WBM Grading 1Using stone screening Type-A 13.2 mm for Gr.IProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical SpecificationClause 404.(B) By Mechanical Means |
| 19 | Water Bound Macadam Sub-base/base'WBM Grading 2Using stone screening Type-B 11.2 mm for Gr.IIProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading 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/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical SpecificationClause 405.(B) By Mechanical Means |
| 20 | Haulage excluding Loading & UnloadingHaulage of materials by tipper excluding cost of loading, unloadingand stacking.Case-I : Surfaced Road(for 20 km = 20 x 14.90 = 298.00) |
| 21 | Haulage excluding Loading & UnloadingHaulage of materials by tipper excluding cost of loading, unloadingand stacking.Case-II: Unsurfaced Gravel Road(for 3 km = 3 x 18.50 = 55.50) |
| 22 | Loading and Unloading Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Crushed Slag, Stone forMasonry Work by Mechanical Means(i) Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for MasonryWork by mechanical means including a lead upto 30 m |
| 23 | Loading and Unloading Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Crushed Slag, Stone forMasonry Work by Mechanical Means(iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure,Crushed Slag, Flyash, Stone for Masonry Work by mechanicalmeans. |
| 24 | Interlocking Concrete Block Pavement Providing and laying Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per technical specification clause 1504 complete including carriagea) Including Edge Block/Edge restraint |
| 25 | FOR NATURAL DRAIN OF 222.05 M |
| 26 | Construction of Subgrade and Earthen ShouldersConstruction 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 |
| 27 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204In 1:6 cement mortar |
| 28 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203With natural GravelP.C.C Grade M15Nominal mix 1:2.5:5 |
| 29 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204With Crushed StoneRCC Grade M 20For height upto 5 m'For Bed |
| 30 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204With Crushed StoneRCC Grade M 20For height upto 5 m'For edge |
| 31 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5With crushed stoneR.C.C grade M 20For nominal mix 1:2:4Height upto 5 M |
| 32 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 33 | FOR STORM WATER DRAIN OF 264.66 M |
| 34 | Construction of Subgrade and Earthen ShouldersConstruction 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 |
| 35 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204In 1:6 cement mortar |
| 36 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203With natural GravelP.C.C Grade M15Nominal mix 1:2.5:5 |
| 37 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204With Crushed StoneRCC Grade M 20For height upto 5 m'For Bed |
| 38 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204With Crushed StoneRCC Grade M 20For height upto 5 m'For edge |
| 39 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5With crushed stoneR.C.C grade M 20For nominal mix 1:2:4Height upto 5 M |
| 40 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Please Enable Macros to View BoQ information |
