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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 2 | Rejected-Technical PROTECH TULIP BARSAJAI BHETAPARA HOUSE NO 2D PARK BLOCK CITY TOWN GUWAHATI P O HATIGAON P S HATIGAON DISTRICT KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | Rejected-Technical Technically Disqualified |
Tender Value
₹20.3 L
EMD Value
₹40,650
Closing Date
24 Jul 2026, 2:00 pmClosed
Executive Engineer, BMCTRD
o/o EE BMCTRD Barpeta
Improvement of Road i Byaskuchi Barmara Road Byaskuchi to Dubaidubi Pathar L.P. School ii Nasatra to Bamundi Damaged Part under SOPD G for the year 2024 25 in Barpeta District
2026_PWD_53138_1
BMCTRD/SOPD/2024-25/BAR_02
Open Tender
Civil Works – Roads
Item Rate
60 days
Barpeta
Please refer Tender documents.
4 documents required · 4 mandatory
₹410
Yes
₹40,650
Yes
20 Aug 2026
18 Jul 2026
24 Jul 2026
18 Jul 2026
24 Jul 2026
18 Jul 2026
18 Jul 2026 - 24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Byaskuchi Barmara road (Byaskuchi to Dubadobi Pather LP 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 ( Private land ) | 1 | Cum | 228.5 | ₹228.27 |
| 2 | 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 ) | - | Cum | 300.6 | - |
| 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Gr. II . | - | Cum | 3,643.38 | - |
| 4 | Nasatra To Bamundi (Damage part) Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/ irregularities, removing of all vegetation, 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. | 0.4 | Sqm | 5,297.86 | ₹2,113.85 |
| 5 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | - | Sqm | 35.2 | - |
| 6 | 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 | Cum | 11.8 | ₹11.79 |
| 7 | 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 | 0.2 | Cum | 202.81 | ₹40.36 |
| 8 | 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 | 71.94 | - |
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