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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC VILL KHANDAKARPARA P O BHELLA DIST BARPETA PIN 781309 | BARPETA | ASSAM | 781309 | ₹1.0 Cr | L1 | Accepted-AOC Accepted by BEC |
| 2 | L2₹1.0 CrRejected-Finance H NO 198 BHELLA BARPETA ASSAM 781309 | BARPETA | BARPETA | ASSAM | 781309 | ₹1.0 Cr | L2 | Rejected-Finance Rejected by BEC |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance Rejected by BEC |
| 4 | L4₹1.1 CrRejected-Finance SARTHEBARI BAPUJI NAGAR CITY TOWN SARTHEBARI P O SARTHEBARI P S SARTHEBARI DIST BARPETA ASSAM PIN 781307 | BARPETA | ASSAM | 781307 | ₹1.1 Cr | L4 | Rejected-Finance Rejected by BEC |
| 5 | L5₹1.1 CrRejected-Finance GORUBANDHA MISSAMARI 784 506 | SONITPUR | ASSAM | 784506 | ₹1.1 Cr | L5 | Rejected-Finance Rejected by BEC |
| Sl No | Description | Qty | Unit | ABBASUZ ZAMAN L2 | Sri Dhiraj Patowary L4 | Harun Ali L1 | M/S SUNRISE ENTERPRISE L5 | Dilip Barman L3 | ASWINI CHAKRAVORTY L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 1) BT Road to Burir Bhitha via Gomafulbari High School:
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 | 3,863.24 | Cum | 219.48 ₹8.5 L | 226 ₹8.7 L | 210.31 ₹8.1 L | 232.39 ₹9.0 L | 220.77 ₹8.5 L | 258.21 ₹10.0 L |
| 2.00 | 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 | 135.8 | Cum | 288.73 ₹39,208.07 | 300 ₹40,738.77 | 276.67 ₹37,570.56 | 305.71 ₹41,514.43 | 290.43 ₹39,438.71 | 339.68 ₹46,127.15 |
| 3.00 | Construction of granular surface course 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 | 187.5 | Cum | 2,158.92 ₹4.0 L | 2,240 ₹4.2 L | 2,068.76 ₹3.9 L | 2,285.92 ₹4.3 L | 2,171.62 ₹4.1 L | 2,539.91 ₹4.8 L |
| 4.00 | 2) Damaljar Bhuyapara to Suhabildoloni Damaljar Road:
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 | 1,841.86 | Cum | 219.48 ₹4.0 L | 226 ₹4.2 L | 210.31 ₹3.9 L | 232.39 ₹4.3 L | 220.77 ₹4.1 L | 258.21 ₹4.8 L |
| 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 | 129.95 | Cum | 288.73 ₹37,519.71 | 300 ₹38,984.48 | 276.67 ₹35,952.71 | 305.71 ₹39,726.75 | 290.43 ₹37,740.41 | 339.68 ₹44,140.83 |
| 6.00 | Construction of granular surface course 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 | 201.56 | Cum | 2,067.54 ₹4.2 L | 2,133 ₹4.3 L | 1,981.19 ₹4.0 L | 2,189.16 ₹4.4 L | 2,079.7 ₹4.2 L | 2,432.4 ₹4.9 L |
| 7.00 | 3) Haripur 5 no. Ward Road:
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 | 3,543.75 | Cum | 219.48 ₹7.8 L | 226 ₹8.0 L | 210.31 ₹7.5 L | 232.39 ₹8.2 L | 220.77 ₹7.8 L | 258.21 ₹9.2 L |
| 8.00 | 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 | 136.08 | Cum | 288.73 ₹39,290.02 | 300 ₹40,823.91 | 276.67 ₹37,649.08 | 305.71 ₹41,601.20 | 290.43 ₹39,521.14 | 339.68 ₹46,223.55 |
| 9.00 | Construction of granular surface course 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 | 210.94 | Cum | 2,158.92 ₹4.6 L | 2,240 ₹4.7 L | 2,068.76 ₹4.4 L | 2,285.92 ₹4.8 L | 2,171.62 ₹4.6 L | 2,539.91 ₹5.4 L |
| 10.00 | 4) Dhakua High School Road:
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 | 3,638.25 | Cum | 219.48 ₹8.0 L | 226 ₹8.2 L | 210.31 ₹7.7 L | 232.39 ₹8.5 L | 220.77 ₹8.0 L | 258.21 ₹9.4 L |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
12 Aug 2025, 2:00 pmClosed
Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati-03
MAINT/SOPD-G/2025-26/78_1Improvement of (GWC) road from BT Road to Burir Bhitha via Gomafulbari High School,2 Improvement of (GWC) road from Damaljar Bhuyapara to Suhabildoloni Damaljar Road, 3Improvement of (GWC) road from Haripur 5 no Ward Road,4Im
2025_PWD_45827_69
CE/MAINT/SOPDG/01/2025-26/02
Open Tender
Civil Works – Roads
180 days
Barpeta
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
₹2.5 L
Yes
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,
24 Dec 2025
24 Jul 2025
14 Aug 2025
24 Jul 2025
12 Aug 2025
24 Jul 2025
24 Jul 2025 - 12 Aug 2025
24 Jul 2025
Amount
1) BT Road to Burir Bhitha via Gomafulbari High School: 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
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
Construction of granular surface course 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
2) Damaljar Bhuyapara to Suhabildoloni Damaljar Road: 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
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
Construction of granular surface course 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) Haripur 5 no. Ward Road: 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
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
Construction of granular surface course 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
4) Dhakua High School Road: 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
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
Construction of granular surface course 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
5) Haripur Chowkpara LPS to Don Bosco High School: 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
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
Construction of granular surface course 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
6) Gandhigaon ME School to Mandia Palhaji PWD Road: 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
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
Construction of granular surface course 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
7) Fulbari Kabarstan Road: 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
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
Construction of granular surface course 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
8) PPT Road DDS High School: 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
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
Construction of granular surface course 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
ABBASUZ ZAMAN (BID ID -273017)
Dilip Barman (BID ID -275720)
Sri Dhiraj Patowary (BID ID -275007)
M/S SUNRISE ENTERPRISE (BID ID -276303)
ASWINI CHAKRAVORTY (BID ID -275602)
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