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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | ₹24.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹24.9 L+₹53,039 (2.18%)Rejected-AOC WARD NO 13 GURUNANAK NAGAR BONGAIGAON | DHUBRI | ASSAM | 783371 | ₹24.9 L+₹53,039 (2.18%) | L2 | Rejected-AOC L2 |
| 3 | L3₹25.3 L+₹99,496.90 (4.09%)Rejected-AOC GURUNANAK NAGAR WARD NO 13 HOUSE NO 345 CITY TOWN P O P S BONGAIGAON DISTRICT BONGAIGAON PIN 783380 | BONGAIGAON | ASSAM | 783380 | ₹25.3 L+₹99,496.90 (4.09%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI SHRIRAM RABIDAS L2 | Sibji Rabi Das L3 | Samrat Brahma L1 |
|---|---|---|---|---|---|---|
| 1.00 | 1. Clearing and Grubbing
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 use dor 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 | 0.6 | Hect | 48,960 ₹29,376 | 48,500 ₹29,100 Lowest | 55,000 ₹33,000 |
| 2.00 | 2. E/W in Core
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 p g q p 1000 m as per Technical Specification Clause 301.5
i) Private Land | 1,730.45 | Cum | 215 ₹3,72,046.75 | 225 ₹3,89,351.25 | 200 ₹3,46,090 Lowest |
| 3.00 | 3. E/W in Sub-Grade and Shoulder
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 | 2,285.75 | Cum | 235 ₹5,37,151.25 | 248.2 ₹5,67,323.15 | 210 ₹4,80,007.5 Lowest |
| 4.00 | 4 G.S.B. 15 cm thick
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
ii) For grading II materials | 562.5 | Cum | 2,750 ₹15,46,875 | 2,748.68 ₹15,46,132.5 Lowest | 2,797 ₹15,73,312.5 |
Tender Value
₹24.3 L
EMD Value
₹48,800
Closing Date
8 Jun 2026, 1:30 pmClosed
the Addl. Chief Engineer cum Director, PWD
O/o the Addl. Chief Engineer cum Director, PWD
Construction of Sand Gravelling road from Jalah Charaimari road to Noyabasti road under PWD Department for the year 2025-26. TN_04_07
2026_BTC_52388_7
ACE-106/PWD/IFB/PT-I/23-24/285
Open Tender
Civil Works – Roads
Item Rate
90 days
Baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹48,800
Yes
17 Aug 2026
18 May 2026
8 Jun 2026
18 May 2026
8 Jun 2026
18 May 2026
18 May 2026 - 8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. Clearing and Grubbing
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 use dor 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 | - | Hect | - | - |
| 2 | 2. E/W in Core
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 p g q p 1000 m as per Technical Specification Clause 301.5
i) Private Land | - | Cum | - | - |
| 3 | 3. E/W in Sub-Grade and Shoulder
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 | - | - |
| 4 | 4 G.S.B. 15 cm thick
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
ii) For grading II materials | - | Cum | - | - |
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