Ridf-Xxvii/Lakhimpur/01 Construction Of Road 1. Raidongia To Gahorighat Via Nunibari (Ch.0.00 M To 3050.00 M) 2. Nimuri No.3 To Rajghar Via Dhemagarh (Ch.0.00 M To 4800.00 M) 3. Santapur To Gandhia (Ch.0.00 M To 2400.00 M) 4. Bengena Ati Namghar To Ridf-
Tender Value
10 Crore
Estimated cost
Bid Submission
23 Sep 2021
0 days left
EMD
20 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bihpuria → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Ridf-Xxvii/Lakhimpur/01 Construction Of Road 1. Raidongia To Gahorighat Via Nunibari (Ch.0.00 M To 3050.00 M) 2. Nimuri No.3 To Rajghar Via Dhemagarh (Ch.0.00 M To 4800.00 M) 3. Santapur To Gandhia (Ch.0.00 M To 2400.00 M) 4. Bengena Ati Namghar To Ridf-Xxvii/Lakhimpur/01 Construction Of Road 1. Raidongia To Gahorighat Via Nunibari (Ch.0.00 M To 3050.00 M) 2. Nimuri No.3 To Rajghar Via Dhemagarh (Ch.0.00 M To 4800.00 M) 3. Santapur To Gandhia (Ch.0.00 M To 2400.00 M) 4. Bengena Ati Namghar To M
BOQ
| Sl. No. | Item Description |
| 1 | 1. Raidengia to Gahori ghat via Nunibari (Ch. 0.00m to 3050.00m) :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. by manual means A)In area non thorny jungle |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5i) from private land |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i)From private land |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc completeand as directed by the Department(A)By mixed in place methot.(ii) for grading II materials |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc completeand as directed by the DepartmentA) By manual means Using stone screening Type-B 11.2 mm for Gr.III |
| 6 | Providingand laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) |
| 7 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703i) Ordinary Kilometer Stone (Precast) |
| 8 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i)600mm equilateral triangle |
| 9 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801ii)600mm circular |
| 10 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801iii)800mm x 600mm rectangular |
| 11 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 12 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 13 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 14 | Type B(First Class bedding) Laying First Class Bedding on well compacted sand, moorum or approved granular materials |
| 15 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications.A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed. |
| 16 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. b) 1000 mm dia |
| 17 | 2. Nimuri No.3 to Rajghar via Dhemagarh (Ch. 0.00m to 4800.00 m ) :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. by manual means A)In area non thorny jungle |
| 18 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5i) from private land |
| 19 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i)From private land |
| 20 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc completeand as directed by the Department (A)By mixed in place methot.(ii) for grading II materials |
| 21 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc completeand as directed by the DepartmentA) By manual means Using stone screening Type-B 11.2 mm for Gr.III |
| 22 | Providingand laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) |
| 23 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703i) Ordinary Kilometer Stone (Precast) |
| 24 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801ii)600mm circular |
| 25 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 26 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 27 | Type B(First Class bedding) Laying First Class Bedding on well compacted sand, moorum or approved granular materials |
| 28 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications.A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed. |
| 29 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. b) 1000 mm dia |
| 30 | 3.Santapur to Gandhia (Ch. 0.00 m to 2400.00 m) :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. by manual means A)In area non thorny jungle |
| 31 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5i) from private land |
| 32 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i)From private land |
| 33 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc completeand as directed by the Department (A)By mixed in place methot.(ii) for grading II materials |
| 34 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc completeand as directed by the DepartmentA) By manual means Using stone screening Type-B 11.2 mm for Gr.III |
| 35 | Providingand laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) |
| 36 | Providinganderectingdirectionandplaceidentificationretro-reflectorisedsignasper IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3,fixedoveraluminiumsheeting, 2mm thick with area not exceeding0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmlyfixed to the ground by means of properly designed foundation with M-15 gradecementconcrete450x450x600mm,600mmbelowgroundlevelasperapproved drawing and Technical Specification Clause 1701 |
| 37 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 38 | Type B(First Class bedding) Laying First Class Bedding on well compacted sand, moorum or approved granular materials |
| 39 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109. |
| 40 | PCC M15 (1:2.5:5 nominal mix)in foundation ofwalls complete excluding plastering. As per DrawingTechnical specification clause800 and 1211. |
| 41 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. b) 1000 mm dia |
| 42 | Fillling in foundation trenches as per drawing and technical specification Clause305.3.9Sand filling |
| 43 | Construction of flexible apron 1 mthick comprising of loose stoneboulders weighing not less then 25 kg beyond curtain wall |
| 44 | 4. Bengena Ati Namghar to Modan Barua Chuk (Ch. 0.00m to 1150.00 m) :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. by manual means A)In area non thorny jungle |
| 45 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5i) from private land |
| 46 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i)From private land |
| 47 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc completeand as directed by the Department(A)By mixed in place methot.(ii) for grading II materials |
| 48 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc completeand as directed by the DepartmentA) By manual means Using stone screening Type-B 11.2 mm for Gr.III |
| 49 | Providingand laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) |
| 50 | Providinganderectingdirectionandplaceidentificationretro-reflectorisedsignasper IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3,fixedoveraluminiumsheeting, 2mm thick with area not exceeding0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmlyfixed to the ground by means of properly designed foundation with M-15 gradecementconcrete450x450x600mm,600mmbelowgroundlevelasperapproved drawing and Technical Specification Clause 1701 |
| 51 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 52 | Type B(First Class bedding) Laying First Class Bedding on well compacted sand, moorum or approved granular materials |
| 53 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109. |
| 54 | PCC M15 (1:2.5:5 nominal mix)in foundation ofwalls complete excluding plastering. As per DrawingTechnical specification clause800 and 1211. |
| 55 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. b) 1000 mm dia |
| 56 | Fillling in foundation trenches as per drawing and technical specification Clause305.3.9Sand filling |
| 57 | Construction of flexible apron 1 mthick comprising of loose stoneboulders weighing not less then 25 kg beyond curtain wall |
AI Tender Summary
Tender Timeline
Sep 02, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 24, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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