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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹90.3 LAccepted-Finance | ₹90.3 L | L-1 | Accepted-Finance Accept |
| 2 | L-2₹90.6 LRejected-Finance | ₹90.6 L | L-2 | Rejected-Finance Reject |
| 3 | Rejected-Technical KARNATAKA | RAICHUR | KARNATAKA | 584123 | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹95.8 L
EMD Value
₹6.8 L
Closing Date
28 Apr 2026, 12:00 pmClosed
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
Gram Panchayat Kanwara ka Majra Baiju Ke Dera Main Nishado ki Basti se Kariya Nala Main Road Tak Sampark Marg ka New Nirman Karye -Including 5 years of maintenance-
2026_CEBAN_1136778_1
1715/35C-Banda Circle/2025 Date-07-04-2026
Open Tender
Civil Works
180 days
BANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹6.8 L
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
26 May 2026
15 Apr 2026
28 Apr 2026
15 Apr 2026
28 Apr 2026
15 Apr 2026
23 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
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 | - | - | BI01010001010000000000000515BI0100001115 | |
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 | - | - | BI01010001010000000000000515BI0100001116 | |
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 | - | - | BI01010001010000000000000515BI0100001117 | |
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 | - | - | BI01010001010000000000000515BI0100001118 | |
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 | - | - | BI01010001010000000000000515BI0100001119 | |
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 | - | - | BI01010001010000000000000515BI0100001120 | |
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 | - | - | BI01010001010000000000000515BI0100001121 | |
Road Furniture Reflective Sign Board,Reflective Caution Boards,Painting of Km. Stone,Hect.Stone,Culvert Parapet etc. | - | Km. | - | - | BI01010001010000000000000515BI0100001122 | |
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 | - | - | BI01010001010000000000000515BI0100001123 |
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