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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L 1 | Accepted-AOC L1 |
| 2 | L 2₹1.8 Cr+₹2,667 (0.01%)Rejected-AOC GWJWNPURI WARD NO 4 CHIRANG P O CHAPAGURI PS DALIGAON DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹1.8 Cr+₹2,667 (0.01%) | L 2 | Rejected-AOC L2 |
| 3 | Not Admitted-Finance | - | - | Not Admitted-Finance Others-No site visit certificate from EE |
| Sl No | Description | Qty | Unit | LAJIK BRAHMA L2 | INDRAJIT BORO L1 |
|---|---|---|---|---|---|
| 1.00 | Const. of Milon Bazar to 1 Oxiguri (Dwikorguri)
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.
(i) By Manual Means
(a) In area of non thorny jungle | 3.19 | Hect. | 52,995.08 ₹1,69,054.31 Lowest | 52,995.08 ₹1,69,054.31 Lowest |
| 2.00 | Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(b) Above 600 mm to 900 mm dia Hume pipe | 15 | Rm | 257.19 ₹3,857.85 Lowest | 257.19 ₹3,857.85 Lowest |
| 3.00 | Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 15,000 | Sqm | 1.98 ₹29,700 Lowest | 1.98 ₹29,700 Lowest |
| 4.00 | 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 | 3,949.79 | Cum | 258.21 ₹10,19,875.79 Lowest | 258.21 ₹10,19,875.79 Lowest |
| 5.00 | 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 | 2,195.61 | Cum | 339.68 ₹7,45,804.8 Lowest | 339.68 ₹7,45,804.8 Lowest |
| 6.00 | Gravel/Soil-Aggregregate surface course (table 400.3)
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. | 3,034.12 | Cum | 2,052.53 ₹62,27,632.59 Lowest | 2,052.53 ₹62,27,632.59 Lowest |
| 7.00 | 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 | 24 | Each | 4,394.8 ₹1,05,475.2 Lowest | 4,394.8 ₹1,05,475.2 Lowest |
| 8.00 | 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.
(ii) 600mm circular | 18 | Each | 5,807.41 ₹1,04,533.38 Lowest | 5,807.41 ₹1,04,533.38 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.
(iv) 800mm x 600mm rectangular | 8 | Each | 7,998.82 ₹63,990.56 Lowest | 7,998.82 ₹63,990.56 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.
(vii) 900mm side octagon | 1 | Each | 11,246.78 ₹11,246.78 | 10,246.78 ₹10,246.78 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
9 Mar 2026, 1:00 pmClosed
SE PWD R and B Circle Kokrajhar
SE PWD R and B Circle Kokrajhar
1. Temporary Restoration of flood damaged road from Milon Bazar to No.1 Oxiguri Dwikorguri village via Gwmwbil village in Chirang District by providing GWC under SOPD-G for the year 2025-26 2. Temporary Restoration of flood damaged road...TN_393
2026_BoTC_51337_1
TECH28/SE/R/B/ETender/19_20/19
Open Tender
Civil Works – Roads
Works
180 days
Chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,500
₹3.6 L
Yes
1 Aug 2026
19 Feb 2026
9 Mar 2026
19 Feb 2026
9 Mar 2026
19 Feb 2026
19 Feb 2026 - 9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Const. of Milon Bazar to 1 Oxiguri (Dwikorguri)
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.
(i) By Manual Means
(a) In area of non thorny jungle | 3.19 | Hect. | - | - |
| 2 | Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(b) Above 600 mm to 900 mm dia Hume pipe | 15 | Rm | - | - |
| 3 | Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 15,000 | Sqm | - | - |
| 4 | 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 | - | - |
| 5 | 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 | - | Cum | - | - |
| 6 | Gravel/Soil-Aggregregate surface course (table 400.3)
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. | - | Cum | - | - |
| 7 | 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 | - | Each | - | - |
| 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.
(ii) 600mm circular | - | 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.
(iv) 800mm x 600mm rectangular | - | 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.
(vii) 900mm side octagon | 1 | Each | - | - |
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