Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. i)By Manual Means, A.In area of light jungleBanipur Bye Lane - 4 |
| 2 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. i)By Manual Means, A.In area of light jungleBanipur Bye Lane - 7 ( Balance Portion ) |
| 3 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. i)By Manual Means, A.In area of light jungleBanipur Bye Lane - 10 |
| 4 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. i)By Manual Means, A.In area of light jungleBanipur Bye Lane - 11-A |
| 5 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. i)By Manual Means, A.In area of light jungle Approach Road to Banipur Ply Ground |
| 6 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. i)By Manual Means, A.In area of light jungleJolo Path to C - Lane |
| 7 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. i)By Manual Means, A.In area of light jungleHousing Colony Road |
| 8 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land. Banipur Bye Lane - 4 |
| 9 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land. Banipur Bye Lane - 7 ( Balance Portion ) |
| 10 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land. Banipur Bye Lane - 10 |
| 11 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land. Banipur Bye Lane - 11-A |
| 12 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land. Approach Road to Banipur Ply Ground |
| 13 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land. Jolo Path to C - Lane |
| 14 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land. Housing Colony Road |
| 15 | Construction of Subgrade and Earthen Shoulders (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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land.Banipur Bye Lane - 4 |
| 16 | Construction of Subgrade and Earthen Shoulders (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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land.Banipur Bye Lane - 7 ( Balance Portion ) |
| 17 | Construction of Subgrade and Earthen Shoulders (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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land.Banipur Bye Lane - 10 |
| 18 | Construction of Subgrade and Earthen Shoulders (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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land.Banipur Bye Lane - 11-A |
| 19 | Construction of Subgrade and Earthen Shoulders (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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land.Approach Road to Banipur Ply Ground |
| 20 | Construction of Subgrade and Earthen Shoulders (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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land.Jolo Path to C - Lane |
| 21 | Construction of Subgrade and Earthen Shoulders (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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land.Housing Colony Road |
| 22 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- IIMaterial Banipur Bye Lane - 4 |
| 23 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- IIMaterial Banipur Bye Lane - 7 ( Balance Portion ) |
| 24 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- IIMaterial Banipur Bye Lane - 10 |
| 25 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- IIMaterial Banipur Bye Lane - 11-A |
| 26 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- IIMaterial Approach Road to Banipur Ply Ground |
| 27 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- IIMaterial Jolo Path to C - Lane |
| 28 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- IIMaterial Housing Colony Road |
| 29 | WaterBoundMacadam , Grading - II(Providing,laying, spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specificationincludingspreadinginuniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) (b )Using Screening Type-B (11.2mm Agg.) (Quantity as per STATEMENT-4)Banipur Bye Lane - 4 |
| 30 | WaterBoundMacadam , Grading - II(Providing,laying, spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specificationincludingspreadinginuniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) (b )Using Screening Type-B (11.2mm Agg.) (Quantity as per STATEMENT-4)Banipur Bye Lane - 7 ( Balance Portion ) |
| 31 | WaterBoundMacadam , Grading - II(Providing,laying, spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specificationincludingspreadinginuniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) (b )Using Screening Type-B (11.2mm Agg.) (Quantity as per STATEMENT-4)Banipur Bye Lane - 10 |
| 32 | WaterBoundMacadam , Grading - II(Providing,laying, spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specificationincludingspreadinginuniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) (b )Using Screening Type-B (11.2mm Agg.) (Quantity as per STATEMENT-4)Banipur Bye Lane - 11-A |
| 33 | WaterBoundMacadam , Grading - II(Providing,laying, spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specificationincludingspreadinginuniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) (b )Using Screening Type-B (11.2mm Agg.) (Quantity as per STATEMENT-4)Approach Road to Banipur Ply Ground |
| 34 | WaterBoundMacadam , Grading - II(Providing,laying, spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specificationincludingspreadinginuniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) (b )Using Screening Type-B (11.2mm Agg.) (Quantity as per STATEMENT-4)Jolo Path to C - Lane |
| 35 | WaterBoundMacadam , Grading - II(Providing,laying, spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specificationincludingspreadinginuniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) (b )Using Screening Type-B (11.2mm Agg.) (Quantity as per STATEMENT-4)Housing Colony Road |
| 36 | Providingand layingInterlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.Banipur Bye Lane - 4 |
| 37 | Providingand layingInterlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.Banipur Bye Lane - 7 ( Balance Portion ) |
| 38 | Providingand layingInterlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.Banipur Bye Lane - 10 |
| 39 | Providingand layingInterlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.Banipur Bye Lane - 11-A |
| 40 | Providingand layingInterlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.Approach Road to Banipur Ply Ground |
| 41 | Providingand layingInterlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.Jolo Path to C - Lane |
| 42 | Providingand layingInterlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.Housing Colony Road |
| 43 | CC Edge RestraintEarthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction 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 soil upto 3.00 m depth.Banipur Bye Lane - 4 |
| 44 | Earthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction 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 soil upto 3.00 m depth.Banipur Bye Lane - 7 ( Balance Portion ) |
| 45 | Earthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction 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 soil upto 3.00 m depth.Banipur Bye Lane - 10 |
| 46 | Earthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction 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 soil upto 3.00 m depth.Banipur Bye Lane - 11-A |
| 47 | Earthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction 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 soil upto 3.00 m depth.Approach Road to Banipur Ply Ground |
| 48 | Earthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction 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 soil upto 3.00 m depth.Jolo Path to C - Lane |
| 49 | Earthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction 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 soil upto 3.00 m depth.Housing Colony Road |
| 50 | 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) PCC grade M10,Nominal mix 1:3:6.Banipur Bye Lane - 4 |
| 51 | 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) PCC grade M10,Nominal mix 1:3:6.Banipur Bye Lane - 7 ( Balance Portion ) |
| 52 | 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) PCC grade M10,Nominal mix 1:3:6.Banipur Bye Lane - 10 |
| 53 | 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) PCC grade M10,Nominal mix 1:3:6.Banipur Bye Lane - 11-A |
| 54 | 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) PCC grade M10,Nominal mix 1:3:6.Approach Road to Banipur Ply Ground |
| 55 | 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) PCC grade M10,Nominal mix 1:3:6.Jolo Path to C - Lane |
| 56 | 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) PCC grade M10,Nominal mix 1:3:6.Housing Colony Road |
| 57 | 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) PCC grade M10,Nominal mix 1:3:6, A. With crushed stone (II) PCC grade M20, Nominal mix 1:2:4Banipur Bye Lane - 4 |
| 58 | 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) PCC grade M10,Nominal mix 1:3:6, A. With crushed stone (II) PCC grade M20, Nominal mix 1:2:4Banipur Bye Lane - 7 ( Balance Portion ) |
| 59 | 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) PCC grade M10,Nominal mix 1:3:6, A. With crushed stone (II) PCC grade M20, Nominal mix 1:2:4Banipur Bye Lane - 10 |
| 60 | 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) PCC grade M10,Nominal mix 1:3:6, A. With crushed stone (II) PCC grade M20, Nominal mix 1:2:4Banipur Bye Lane - 11-A |
| 61 | 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) PCC grade M10,Nominal mix 1:3:6, A. With crushed stone (II) PCC grade M20, Nominal mix 1:2:4Approach Road to Banipur Ply Ground |
| 62 | 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) PCC grade M10,Nominal mix 1:3:6, A. With crushed stone (II) PCC grade M20, Nominal mix 1:2:4Jolo Path to C - Lane |
| 63 | 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) PCC grade M10,Nominal mix 1:3:6, A. With crushed stone (II) PCC grade M20, Nominal mix 1:2:4Housing Colony Road |
| 64 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material.Banipur Bye Lane - 4 |
| 65 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material.Banipur Bye Lane - 7 ( Balance Portion ) |
| 66 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material.Banipur Bye Lane - 10 |
| 67 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material.Banipur Bye Lane - 11-A |
| 68 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material.Approach Road to Banipur Ply Ground |
| 69 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material.Jolo Path to C - Lane |
| 70 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material.Housing Colony Road |
| 71 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7.Banipur Bye Lane - 4 |
| 72 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7.Banipur Bye Lane - 7 ( Balance Portion ) |
| 73 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7.Banipur Bye Lane - 10 |
| 74 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7.Banipur Bye Lane - 11-A |
| 75 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7.Approach Road to Banipur Ply Ground |
| 76 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7.Jolo Path to C - Lane |
| 77 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7.Housing Colony Road |
| 78 | RCC Retaining WallEarth work in excavationof foudation of sructuresin all typesof soils as per drawing and Techncal Specification section 300 including setting out ,construction of shoring and bracing ,removal of stumps and other deleterious matter,dressingof sides.Banipur Bye Lane - 4 |
| 79 | PCC 1:3:6 in foundation (Plain cement concrete 1:3:6nominal mixin foundation with crashed stoneaggregate40mm nominal size mechnically mixed, placed in foundation and compacted by vibration including curing for 14 days ) as per Technical SpecificationBanipur Bye Lane - 4 |
| 80 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent).Banipur Bye Lane - 4 |
| 81 | 13.5 Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification and steel shuttering formwork. (N) Without plasticiser, B - RCC Grade M20, Height upto 5m(Using concrete Mixer)Banipur Bye Lane - 4 |
| 82 | 13.8Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.Banipur Bye Lane - 4 |
| 83 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. B) Sandy materialBanipur Bye Lane - 4 |
| 84 | ( Slab Culvert)Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including 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) Without dewatering upto 3 m depthBanipur Bye Lane - 4 |
| 85 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including 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) Without dewateringupto 3 m depthBanipur Bye Lane - 7 ( Balance Portion ) |
| 86 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including 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) Without dewateringupto 3 m depthExcavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including 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) Without dewateringupto 3 m depthBanipur Bye Lane - 10 |
| 87 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including 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) Without dewateringupto 3 m depthBanipur Bye Lane - 11-A |
| 88 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including 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) Without dewateringupto 3 m depthApproach Road to Banipur Ply Ground |
| 89 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including 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) Without dewateringupto 3 m depthJolo Path to C - Lane |
| 90 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including 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) Without dewateringupto 3 m depthHousing Colony Road |
| 91 | Sand filling in Foundation Trenches as per Drawing & Technical Specification Banipur Bye Lane - 4 |
| 92 | Sand filling in Foundation Trenches as per Drawing & Technical Specification Banipur Bye Lane - 7 ( Balance Portion ) |
| 93 | Sand filling in Foundation Trenches as per Drawing & Technical Specification Banipur Bye Lane - 10 |
| 94 | Sand filling in Foundation Trenches as per Drawing & Technical Specification Banipur Bye Lane - 11-A |
| 95 | Sand filling in Foundation Trenches as per Drawing & Technical Specification Approach Road to Banipur Ply Ground |
| 96 | Sand filling in Foundation Trenches as per Drawing & Technical Specification Jolo Path to C - Lane |
| 97 | Sand filling in Foundation Trenches as per Drawing & Technical Specification Housing Colony Road |
| 98 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.)Banipur Bye Lane - 4 |
| 99 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.)Banipur Bye Lane - 7 ( Balance Portion ) |
| 100 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.)Banipur Bye Lane - 10 |
| 101 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.)Banipur Bye Lane - 11-A |
| 102 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.)Approach Road to Banipur Ply Ground |
| 103 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.)Jolo Path to C - Lane |
| 104 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.)Housing Colony Road |
| 105 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)\"PCC Grade M20 Without plasticiser.Banipur Bye Lane - 4 |
| 106 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)\"PCC Grade M20 Without plasticiser.Banipur Bye Lane - 7 ( Balance Portion ) |
| 107 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)\"PCC Grade M20 Without plasticiser.Banipur Bye Lane - 10 |
| 108 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)\"PCC Grade M20 Without plasticiser.Banipur Bye Lane - 11-A |
| 109 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)\"PCC Grade M20 Without plasticiser.Approach Road to Banipur Ply Ground |
| 110 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)\"PCC Grade M20 Without plasticiser.Jolo Path to C - Lane |
| 111 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)\"PCC Grade M20 Without plasticiser.Housing Colony Road |
| 112 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser\"(I) RCC Grade M20,Using concrete mixerBanipur Bye Lane - 4 |
| 113 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser\"(I) RCC Grade M20,Using concrete mixerBanipur Bye Lane - 7 ( Balance Portion ) |
| 114 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser\"(I) RCC Grade M20,Using concrete mixerBanipur Bye Lane - 10 |
| 115 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser\"(I) RCC Grade M20,Using concrete mixerBanipur Bye Lane - 11-A |
| 116 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser\"(I) RCC Grade M20,Using concrete mixerApproach Road to Banipur Ply Ground |
| 117 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser\"(I) RCC Grade M20,Using concrete mixerJolo Path to C - Lane |
| 118 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser\"(I) RCC Grade M20,Using concrete mixerHousing Colony Road |
| 119 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)Banipur Bye Lane - 4 |
| 120 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)Banipur Bye Lane - 7 ( Balance Portion ) |
| 121 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)Banipur Bye Lane - 10 |
| 122 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)Banipur Bye Lane - 11-A |
| 123 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)Approach Road to Banipur Ply Ground |
| 124 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)Jolo Path to C - Lane |
| 125 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)Housing Colony Road |
| 126 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy materialBanipur Bye Lane - 4 |
| 127 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy materialBanipur Bye Lane - 7 ( Balance Portion ) |
| 128 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy materialBanipur Bye Lane - 10 |
| 129 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy materialBanipur Bye Lane - 11-A |
| 130 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy materialApproach Road to Banipur Ply Ground |
| 131 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy material Jolo Path to C - Lane |
| 132 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy materialHousing Colony Road |
| 133 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.Banipur Bye Lane - 4 |
| 134 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. Banipur Bye Lane - 7 ( Balance Portion ) |
| 135 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.Banipur Bye Lane - 10 |
| 136 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.Banipur Bye Lane - 11-A |
| 137 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.Approach Road to Banipur Ply Ground |
| 138 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.Jolo Path to C - Lane |
| 139 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.Housing Colony Road |
| 140 | Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)Banipur Bye Lane - 4 |
| 141 | Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)Banipur Bye Lane - 7 ( Balance Portion ) |
| 142 | Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)Banipur Bye Lane - 10 |
| 143 | Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)Banipur Bye Lane - 11-A |
| 144 | Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)Approach Road to Banipur Ply Ground |
| 145 | Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)Jolo Path to C - Lane |
| 146 | Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)Housing Colony Road |
| 147 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)i) 90cm equilateral traingleBanipur Bye Lane - 4 |
| 148 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)i) 90cm equilateral traingleBanipur Bye Lane - 7 ( Balance Portion ) |
| 149 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)i) 90cm equilateral traingleBanipur Bye Lane - 10 |
| 150 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)i) 90cm equilateral traingleBanipur Bye Lane - 11-A |
| 151 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)i) 90cm equilateral traingleApproach Road to Banipur Ply Ground |
| 152 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)i) 90cm equilateral traingleJolo Path to C - Lane |
| 153 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)i) 90cm equilateral traingleHousing Colony Road |
| 154 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii) 60cm circularBanipur Bye Lane - 4 |
| 155 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii) 60cm circularBanipur Bye Lane - 7 ( Balance Portion ) |
| 156 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii) 60cm circularBanipur Bye Lane - 10 |
| 157 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii) 60cm circularBanipur Bye Lane - 11-A |
| 158 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii) 60cm circularApproach Road to Banipur Ply Ground |
| 159 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii) 60cm circularJolo Path to C - Lane |
| 160 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii) 60cm circularHousing Colony Road |
| 161 | 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.Banipur Bye Lane - 4 |
| 162 | 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.Banipur Bye Lane - 7 ( Balance Portion ) |
| 163 | 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.Banipur Bye Lane - 10 |
| 164 | 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.Banipur Bye Lane - 11-A |
| 165 | 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.Approach Road to Banipur Ply Ground |
| 166 | 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.Jolo Path to C - Lane |
| 167 | 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.Housing Colony Road |
| 168 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.Banipur Bye Lane - 4 |
| 169 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.Banipur Bye Lane - 7 ( Balance Portion ) |
| 170 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.Banipur Bye Lane - 10 |
| 171 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.Banipur Bye Lane - 11-A |
| 172 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.Approach Road to Banipur Ply Ground |
| 173 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.Jolo Path to C - Lane |
| 174 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.Housing Colony Road |
| 175 | Painting Two Coats on New Concrete Surfaces\" Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesBanipur Bye Lane - 4 |
| 176 | Box Culvert2.4/202/ Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)(i)Lime /Cement Concrete ,I. By Manual Means, B. Cement Concrete Grade M-15 & M-20 |
| 177 | 12.1/304 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including 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,B - Mechanical Means, (b) With dewatering, (ii) Depth 3m to 6m. |
| 178 | 12.4 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 179 | 12.8 Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, ( C) RCC Grade M20, Case - I Using concrete mixer |
| 180 | 13.5 Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification and steel shuttering formwork. (N) Without plasticiser, B - RCC Grade M20, Height upto 5m(Using concrete Mixer) |
| 181 | 14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\" including steel shuttering formwork. (N) Without Plasticiser, A - RCC Grade M20, Case-IUsing Concrete Mixer, (i) For solid slab super-structure, (a) Height upto 5m |
| 182 | 13.6Reinforcement : Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 183 | 14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 184 | 14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate,true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 185 | 14.16Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m. )(A) For Plain surface |
| 186 | 14.16Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m. )(B) ForRCC Railing |
| 187 | 14.9 Drainage Spouts complete as per drawing and Technical specification |
| 188 | 13.8Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. |
| 189 | 13.9Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. A-Granular material |
| 190 | Approach Road3.18/304:- Construction of Subgrade and Earthen Shoulders (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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.), 290 |
| 191 | 4.2/401(ii) Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- IIMaterial |
| 192 | 4.9 /A/ii.c :- 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 with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) , A. By Manual Means, (iii) \"Grading- III, (b) Using Screening Type-B (11.2mm Agg.). |
| 193 | 4.9/A.iii.b:- 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 with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) , A. By Manual Means, (ii) \"Grading- II, (c) Using Screening Type-B (11.2mm Agg.). |
| 194 | 5.1 A / 502:- 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 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) \"(ii) With bitumen emulsion-CSS-1( IS-8887-2004 ) |
| 195 | 5.2/503:-Tack Coat :- \"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.) \"(II)With Bitumen emulsion CSS-1 (IS:8887-2004) \"(c) Granular surfaces treated with primer (Quantity as per STATEMENT-5) |
| 196 | 5.6/(b)/A/ii:- 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 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.)\"(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) A (I)\"with 60/70 or VG-30 grade bitumen (ii)for GradingII(19 mm nominal size). |
| 197 | Bituminous Concrete:- 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 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.) D \"(a) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982( Refer Appendix-5 of MoSRT&H specification) (I)\"with 60/70 or VG-30 grade bitumen ii)for Grading-II(13 mm nominal size). |
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