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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.3 LAccepted-AOC | ₹60.3 L | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Finance TCP BAZAR JOSHIMATH DISTT CHAMOLI UTTRAKHAND PIN 246443 | JOSHIMATH | CHAMOLI | UTTRAKHAND | 246443 | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹66 L
EMD Value
₹5.3 L
Closing Date
5 May 2026, 12:00 pmClosed
SE BANDA CIRCLE PWD BANDA
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
CONSTRUCTION WORK OF LINK ROAD FROM SHEETAL PRAJAPATI MARG TO GIRWAN KHURHAND MARG.
2026_CEBAN_1141044_6
1743/35 C-Banda Circle/2025 Dt. 08-04-2026
Open Tender
Civil Works
180 days
BANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
Yes
₹5.3 L
Yes
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
5 Jun 2026
24 Apr 2026
5 May 2026
24 Apr 2026
5 May 2026
24 Apr 2026
30 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4 | - | cum | - | - |
Construction of Subgrade with Stablization of Soil with 2% slaked lime
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 up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% staked lime including its mixing with rotabator complete. | - | cum | - | - | |
Providing, Laying and spreading material on a prepared sub grade, adding cement @ 2% by weight of the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined compressive strength and to form a layer of sub base. | - | cum | - | - | |
Providing, Laying and spreading material on a prepared sub grade, adding cement @ 4% by weight of the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined compressive strength and to form a layer of sub base. | - | cum | - | - | |
Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 to 0.45 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - | |
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . Claues 508 | - | sqm | - | - | |
Providing and laying seal coat Type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using As per Technical Specification Clause 510 | - | sqm | - | - | |
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 up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% staked lime including its mixing with rotabator complete. | - | Cum | - | - | |
Construction of Hume pipe culvert.
Excavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251) | - | cum. | - | - | |
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) | - | cum. | - | - |
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