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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.4 LAccepted-AOC | L1 | Accepted-AOC Accepted by BEC | |
| 2 | L2₹49.4 L+₹1,000 (0.02%)Rejected-Finance | L2 | Rejected-Finance Rejected by BEC |
| Sl No | Description | Qty | Unit | MANTU KALITA L1 | BISWAJIT RABHA L2 |
|---|---|---|---|---|---|
| 1.00 | 1_Road from NEC Road to Manikpur
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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 150mm in thickness as per Technical Specification Clause 201. i) By Manual Means
(a) In area of non thorny jungle | 1 | Hect. | 51,995.07 ₹51,995.07 Lowest | 52,995.07 ₹52,995.07 |
| 2.00 | Compacting original ground supporting subgrade
(ii) Loosening of theground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 | 2,700 | Cum | 36.16 ₹97,632 Lowest | 36.16 ₹97,632 Lowest |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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 | 3,802.49 | Cum | 258.2 ₹9,81,803.09 Lowest | 258.2 ₹9,81,803.09 Lowest |
| 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. (a) Private Land | 742.5 | Cum | 339.67 ₹2,52,204.98 Lowest | 339.67 ₹2,52,204.98 Lowest |
| 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 three wheel 80-100kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 1,125 | Cum | 2,499.88 ₹28,12,365 Lowest | 2,499.88 ₹28,12,365 Lowest |
| 6.00 | 2_Haligaon Eidgah Maidan to Huzuripara
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. | 1,350 | Sqm | 1.96 ₹2,646 Lowest | 1.96 ₹2,646 Lowest |
| 7.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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 | 467 | Cum | 258.21 ₹1,20,584.07 Lowest | 258.21 ₹1,20,584.07 Lowest |
| 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. (a) Private Land | 555.64 | Cum | 339.68 ₹1,88,741.49 Lowest | 339.68 ₹1,88,741.49 Lowest |
| 9.00 | 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 three wheel 80-100kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 208.57 | Cum | 2,047.41 ₹4,27,028.3 Lowest | 2,047.41 ₹4,27,028.3 Lowest |
Tender Value
₹49.4 L
EMD Value
₹99,000
Closing Date
24 Sept 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE,South Kamrup TRD
O/o the EE,South KamrupTRD
SKTRD/SOPD-G/25-26/21_Improvement of 1. Road from NEC Road to Manikpur 2. Haligaon Eidgah Maidan to Huzuripara by providing Gravel Wearing Course _GWC_ under SOPD_G_ for the year 2025-26. _Palashbari LAC_
2025_PWD_47133_21
SKTRD/Tech/106/2025-26
Open Tender
Civil Works – Roads
Item Rate
90 days
Kamrup Rural
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹99,000
Yes
O/o the EE,South KamrupTRD
18 Dec 2025
30 Aug 2025
24 Sept 2025
1 Sept 2025
24 Sept 2025
1 Sept 2025
1 Sept 2025 - 22 Sept 2025
6 Sept 2025
Amount
1_Road from NEC Road to Manikpur Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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 150mm in thickness as per Technical Specification Clause 201. i) By Manual Means (a) In area of non thorny jungle
Compacting original ground supporting subgrade (ii) Loosening of theground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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. (a) Private Land
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 80-100kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
2_Haligaon Eidgah Maidan to Huzuripara 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.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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. (a) Private Land
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 80-100kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
BISWAJIT RABHA (BID ID -282087)
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