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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-AOC BOKOTA NEMUGURI ROAD CITY TOWN SIVASAGAR P O CHARUBHANGA P S NEMUGURI DIST SIVASAGAR PIN 785674 ASSAM | SIVASAGAR | ASSAM | 785674 | ₹5.4 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹5.5 CrRejected-Finance | ₹5.5 Cr | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M/S BARUAH TRADERS L1 | Mr. Mrigen Mohan L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grabing road land including uproting wild vegetation grass, bushes shrubs,saplings and trees of girth upto 300mm remoival of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not excesing 150mm in thickness as per technical specification clause No 201.0
i) By mannual means
A) In area of non thomy jungle | 1.53 | Hct | 52,000 ₹79,560 | 50,000 ₹76,500 |
| 2.00 | Removing all types of Hume pipe and stacking within a lead of 1000m inculuding earthwork and dismentaling of masonry works as per Technical Specification Clause 202
A) Upto 600m dia. Hume pipe | 90 | Rm | 150 ₹13,500 | 140 ₹12,600 |
| 3.00 | 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 | 23,219.02 | Cum | 180 ₹41.8 L | 150 ₹34.8 L |
| 4.00 | 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.
Private Land | 5,664.15 | Cum | 200 ₹11.3 L | 180 ₹10.2 L |
| 5.00 | 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 Clause 401.
II) For Grading II Material
(From Ch. 60.00m to 2784.00m) | 1,204.88 | Cum | 3,200 ₹38.6 L | 3,300 ₹39.8 L |
| 6.00 | 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 Clause 401.
II) For Grading II Material
(From Ch. 60.00m to 2784.00m) | 1,066.22 | Cum | 3,200 ₹34.1 L | 3,300 ₹35.2 L |
| 7.00 | 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 Clause 401.
II) For Grading II Material
(From Ch. 60.00m to 2784.00m) | 675.94 | Cum | 3,200 ₹21.6 L | 3,300 ₹22.3 L |
| 8.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 | 963.9 | Cum | 4,200 ₹40.5 L | 4,400 ₹42.4 L |
| 9.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 | 852.98 | Cum | 4,200 ₹35.8 L | 4,400 ₹37.5 L |
| 10.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 | 540.75 | Cum | 4,200 ₹22.7 L | 4,400 ₹23.8 L |
Tender Value
₹5.4 Cr
EMD Value
₹10.8 L
Closing Date
14 Aug 2025, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
MMPPNA_RIDF_XXXI_25_26_197 Construction of (i) Jutuliting to Kalithan (Length-2.52 km) (ii) Darikibam Na Ali (Length-2.230 km) by providing ICBP (iii) Dimual Darika road by providing ICBP under Mukhya Mantrir Paki Path Nirman Achani (MMPPNA) under RI
2025_PWD_45926_173
CE/DEV/TB/60/2025-26/06 Dtd- 14.07.2025
Open Tender
Civil Works – Roads
365 days
Demow
Please refer Tender Documents
5 documents required · 5 mandatory
₹10,810
₹10.8 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
12 Feb 2026
2 Aug 2025
14 Aug 2025
2 Aug 2025
14 Aug 2025
2 Aug 2025
2 Aug 2025 - 3 Aug 2025
4 Aug 2025
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