Construction Of ( 1 ) Banipur Bye Lane-4, ( 2 ) Bye Lane-7 ( Balance Portion ) , ( 3 ) Bye Lane-10, ( 4 ) Bye Lane-11-A, ( 5 ) Approach Road To Banipur Play Ground, ( 6 ) Jolo Path Of Development Area-C, ) 7 ) Housing Colony Approach

Tender Notice

28204232
Construction Of ( 1 ) Banipur Bye Lane-4, ( 2 ) Bye Lane-7 ( Balance Portion ) , ( 3 ) Bye Lane-10, ( 4 ) Bye Lane-11-A, ( 5 ) Approach Road To Banipur Play Ground, ( 6 ) Jolo Path Of Development Area-C, ) 7 ) Housing Colony Approach
Indian
Assam
16-06-2021
06-07-2021
06-07-2021

Tender Details

Construction Of ( 1 ) Banipur Bye Lane-4, ( 2 ) Bye Lane-7 ( Balance Portion ) , ( 3 ) Bye Lane-10, ( 4 ) Bye Lane-11-A, ( 5 ) Approach Road To Banipur Play Ground, ( 6 ) Jolo Path Of Development Area-C, ) 7 ) Housing Colony Approach Road Under Sopd-G For The Year 2020-21 Under Pwrd, Dibrugarh, Lahowal, Moran & Tingkhong Territorial Road Division, Lahowal Lac

Key Value

Document Fees
INR 10000 /-
EMD
INR 701000.00 /-
Tender Value
INR 3.50 Crore /-

BOQ Items

Name of Work: Construction of (1) Banipur Bye Lane-4, (2) Bye Lane-7 (Balance Portion), (3) Bye Lane-10, (4) Bye Lane-11-A, (5) Approach road to Banipur Play Ground, (6) Jolo Path of Development Area-C, )7) Housing Colony approach road under SOPD-G for the year 2020-21 under PWRD, Dibrugarh, Lahowal, Moran & Tingkhong Territorial Road Division, Lahowal LAC
Sl. No. Item Description
1Clearing 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 Banipur Bye Lane - 4
2Clearing 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 Banipur Bye Lane - 7 ( Balance Portion )
3Clearing 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 Banipur Bye Lane - 10
4Clearing 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 Banipur Bye Lane - 11-A
5Clearing 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
6Clearing 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 Jolo Path to C - Lane
7Clearing 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 Housing Colony Road
8Embankment 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
9Embankment 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 )
10Embankment 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
11Embankment 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
12Embankment 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
13Embankment 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
14Embankment 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
15Construction 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
16Construction 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 )
17Construction 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
18Construction 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
19Construction 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
20Construction 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
21Construction 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
22Granular 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
23Granular 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 )
24Granular 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
25Granular 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
26Granular 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
27Granular 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
28Granular 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
29WaterBoundMacadam , 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
30WaterBoundMacadam , 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 )
31WaterBoundMacadam , 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
32WaterBoundMacadam , 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
33WaterBoundMacadam , 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
34WaterBoundMacadam , 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
35WaterBoundMacadam , 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
36Providingand 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
37Providingand 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 )
38Providingand 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
39Providingand 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
40Providingand 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
41Providingand 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
42Providingand 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
43CC Edge Restraint 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 - 4
44Earthwork 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 )
45Earthwork 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
46Earthwork 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
47Earthwork 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
48Earthwork 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
49Earthwork 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
50Providing 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
51Providing 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 )
52Providing 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
53Providing 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
54Providing 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
55Providing 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
56Providing 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
57Providing 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 1:2:4 Banipur Bye Lane - 4
58Providing 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 1:2:4 Banipur Bye Lane - 7 ( Balance Portion )
59Providing 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 1:2:4 Banipur Bye Lane - 10
60Providing 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 1:2:4 Banipur Bye Lane - 11-A
61Providing 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 1:2:4 Approach Road to Banipur Ply Ground
62Providing 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 1:2:4 Jolo Path to C - Lane
63Providing 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 1:2:4 Housing Colony Road
64Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material. Banipur Bye Lane - 4
65Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material.Banipur Bye Lane - 7 ( Balance Portion )
66Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material.Banipur Bye Lane - 10
67Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material. Banipur Bye Lane - 11-A
68Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material. Approach Road to Banipur Ply Ground
69Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material. Jolo Path to C - Lane
70Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material. Housing Colony Road
71Providing 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
72Providing 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 )
73Providing 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
74Providing 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
75Providing 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
76Providing 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
77Providing 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
78RCC Retaining Wall Earth 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
79PCC 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 Specification Banipur Bye Lane - 4
80Supplying, 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
8113.5 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
8213.8Providing 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
83Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. B) Sandy material Banipur 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 depth Banipur Bye Lane - 4
85Excavation 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 depth Banipur Bye Lane - 7 ( Balance Portion )
86Excavation 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 depth 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 depth Banipur Bye Lane - 10
87Excavation 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 depth Banipur Bye Lane - 11-A
88Excavation 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 depth Approach Road to Banipur Ply Ground
89Excavation 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 depth Jolo Path to C - Lane
90Excavation 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 depth Housing Colony Road
91Sand filling in Foundation Trenches as per Drawing & Technical Specification Banipur Bye Lane - 4
92Sand filling in Foundation Trenches as per Drawing & Technical Specification Banipur Bye Lane - 7 ( Balance Portion )
93Sand filling in Foundation Trenches as per Drawing & Technical Specification Banipur Bye Lane - 10
94Sand filling in Foundation Trenches as per Drawing & Technical Specification Banipur Bye Lane - 11-A
95Sand filling in Foundation Trenches as per Drawing & Technical Specification Approach Road to Banipur Ply Ground
96Sand filling in Foundation Trenches as per Drawing & Technical Specification Jolo Path to C - Lane
97Sand filling in Foundation Trenches as per Drawing & Technical Specification Housing Colony Road
98PCC 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
99PCC 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 )
100PCC 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
101PCC 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
102PCC 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
103PCC 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
104PCC 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
105Plain/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
106Plain/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 )
107Plain/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
108Plain/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
109Plain/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
110Plain/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
111Plain/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
112Plain/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 mixer Banipur Bye Lane - 4
113Plain/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 mixer Banipur Bye Lane - 7 ( Balance Portion )
114Plain/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 mixer Banipur Bye Lane - 10
115Plain/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 mixer Banipur Bye Lane - 11-A
116Plain/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 mixer Approach Road to Banipur Ply Ground
117Plain/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 mixer Jolo Path to C - Lane
118Plain/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 mixer Housing Colony Road
119Supplying, 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
120Supplying, 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 )
121Supplying, 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
122Supplying, 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
123Supplying, 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
124Supplying, 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
125Supplying, 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
126Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy material Banipur Bye Lane - 4
127Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy material Banipur Bye Lane - 7 ( Balance Portion )
128Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy material Banipur Bye Lane - 10
129Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy material Banipur Bye Lane - 11-A
130Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy material Approach Road to Banipur Ply Ground
131Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy material Jolo Path to C - Lane
132Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification(B) Sandy material Housing Colony Road
133Providing 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
134Providing 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 )
135Providing 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
136Providing 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
137Providing 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
138Providing 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
139Providing 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
140Direction 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
141Direction 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 )
142Direction 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
143Direction 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
144Direction 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
145Direction 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
146Direction 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
147Retro 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 traingle Banipur Bye Lane - 4
148Retro 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 traingle Banipur Bye Lane - 7 ( Balance Portion )
149Retro 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 traingle Banipur Bye Lane - 10
150Retro 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 traingle Banipur Bye Lane - 11-A
151Retro 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 traingle Approach Road to Banipur Ply Ground
152Retro 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 traingle Jolo Path to C - Lane
153Retro 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 traingle Housing Colony Road
154Retro 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 circular Banipur Bye Lane - 4
155Retro 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 circular Banipur Bye Lane - 7 ( Balance Portion )
156Retro 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 circular Banipur Bye Lane - 10
157Retro 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 circular Banipur Bye Lane - 11-A
158Retro 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 circular Approach Road to Banipur Ply Ground
159Retro 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 circular Jolo Path to C - Lane
160Retro 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 circular Housing Colony Road
161Providing 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
162Providing 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 )
163Providing 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
164Providing 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
165Providing 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
166Providing 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
167Providing 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
168Providing 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
169Providing 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 )
170Providing 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
171Providing 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
172Providing 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
173Providing 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
174Providing 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
175Painting Two Coats on New Concrete Surfaces" Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Banipur Bye Lane - 4
176Box Culvert 2.4/202/ 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
17712.1/304 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.
17812.4 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.)
17912.8 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
18013.5 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)
18114.1 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
18213.6Reinforcement : 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)
18314.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
18414.7 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.
18514.16Painting 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
18614.16Painting 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
18714.9 Drainage Spouts complete as per drawing and Technical specification
18813.8Providing 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.
18913.9Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. A-Granular material
190Approach Road 3.18/304:- 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
1914.2/401(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
1924.9 /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.).
1934.9/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.).
1945.1 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 )
1955.2/503:-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)
1965.6/(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).
197Bituminous 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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