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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹100.0 LAccepted-AOC | ₹100.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹100.0 L+₹1,100 (0.01%)Rejected-Finance C O PULIN NARZARY W NO 5 RAIMONA P O RAIMONA P S GOSSAIGAON DIST KOKRAJHAR BTC ASSAM PIN 783360 | RAIMONA | KOKRAJHAR | ASSAM | 783360 | ₹100.0 L+₹1,100 (0.01%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.0 Cr+₹17,100 (0.17%)Rejected-Finance | ₹1.0 Cr+₹17,100 (0.17%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | RENU BASUMATARY L3 | PINKU NARZARY L2 | Rabiram Narzary L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing
Clearing and grubbing of road land including up rooting wild vegetation, grass, bushes, shurbs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (I) By Manual Means (a) In area of non thormy jungle | 0.95 | Hect. | 52,995.08 ₹50,345.33 Lowest | 52,995.08 ₹50,345.33 Lowest | 52,995.08 ₹50,345.33 Lowest |
| 2.00 | 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 301.5
(i) Private Land | 4,444.03 | Cum | 258.21 ₹11,47,493.5 Lowest | 258.21 ₹11,47,493.5 Lowest | 258.21 ₹11,47,493.5 Lowest |
| 3.00 | 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) Private Land | 823.72 | Cum | 339.68 ₹2,79,802.23 Lowest | 339.68 ₹2,79,802.23 Lowest | 339.68 ₹2,79,802.23 Lowest |
| 4.00 | 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.
(A) By mix in place method (ii) For Grading II Material | 561.09 | Cum | 2,369.47 ₹13,29,495.4 Lowest | 2,369.47 ₹13,29,495.4 Lowest | 2,369.47 ₹13,29,495.4 Lowest |
| 5.00 | Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
(III) WBM Grading 3 | 280.55 | Cum | 4,462.18 ₹12,51,851.21 Lowest | 4,462.18 ₹12,51,851.21 Lowest | 4,462.18 ₹12,51,851.21 Lowest |
| 6.00 | Construction of Shoulders as per Technical Specification Clause 407. | 320.62 | Cum | 2,369.47 ₹7,59,711.32 Lowest | 2,369.47 ₹7,59,711.32 Lowest | 2,369.47 ₹7,59,711.32 Lowest |
| 7.00 | (A) Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) including Edge block/Edge restraints | 3,740.62 | Sqm | 1,161.08 ₹43,43,164.88 Lowest | 1,161.08 ₹43,43,164.88 Lowest | 1,161.08 ₹43,43,164.88 Lowest |
| 8.00 | Traffic Signs
(A) Retro-reflectorised Traffic Signs
(ii) 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.
(ii) 600mm equilateral triangle | 18 | Each | 4,394.8 ₹79,106.4 Lowest | 4,394.8 ₹79,106.4 Lowest | 4,394.8 ₹79,106.4 Lowest |
| 9.00 | 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.
(iii) 600mm circular | 12 | Each | 5,807.41 ₹69,688.92 Lowest | 5,807.41 ₹69,688.92 Lowest | 5,807.41 ₹69,688.92 Lowest |
| 10.00 | 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.
(iv) 800mm x 600mm rectangular | 8 | Each | 7,998.82 ₹63,990.56 Lowest | 7,998.82 ₹63,990.56 Lowest | 7,998.82 ₹63,990.56 Lowest |
Tender Value
₹100.0 L
EMD Value
₹2.0 L
Closing Date
30 Mar 2026, 1:00 pmClosed
S.E. PWD (R and B) Circle, Kokrajhar
O/o S.E. PWD (R and B) Circle, Kokrajhar
Const. of ICBP road at Jaobari village at Bijni in Chirang District for the year 2025-26 (Part-I) (From Ch.0.00m to Ch.950.00m). TN-394-7.
2026_BoTC_51787_1
TECH-28/SE(RB)/2019-20/21
Open Tender
Civil Works – Roads
Works
180 days
Chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2.0 L
Yes
16 Jun 2026
9 Mar 2026
30 Mar 2026
10 Mar 2026
30 Mar 2026
10 Mar 2026
9 Mar 2026 - 30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing
Clearing and grubbing of road land including up rooting wild vegetation, grass, bushes, shurbs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (I) By Manual Means (a) In area of non thormy jungle | - | Hect. | - | - |
| 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 301.5
(i) Private Land | 0.8 | Cum | - | - |
| 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) Private Land | 0.2 | Cum | - | - |
| 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.
(A) By mix in place method (ii) For Grading II Material | 0.6 | Cum | - | - |
| 5 | Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
(III) WBM Grading 3 | 0.8 | Cum | - | - |
| 6 | Construction of Shoulders as per Technical Specification Clause 407. | - | Cum | - | - |
| 7 | (A) Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) including Edge block/Edge restraints | - | Sqm | - | - |
| 8 | Traffic Signs
(A) Retro-reflectorised Traffic Signs
(ii) 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.
(ii) 600mm equilateral triangle | 18 | Each | - | - |
| 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 801.
(iii) 600mm circular | 12 | Each | - | - |
| 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 801.
(iv) 800mm x 600mm rectangular | 8 | Each | - | - |
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