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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | ₹6.7 L Quoted ₹6.2 L | L1 | Accepted-AOC Accepted Vide Resolution No.4 dtd.02-03-2026 of Kodumbu GP |
| 2 | L2₹7.4 LRejected-AOC | ₹7.4 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SUNDARAN K L1 | SASI G L2 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | OD298781/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 17.4 | cum | 8,306.25 ₹1.4 L | 9,136.88 ₹1.6 L |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,575 | sqm | 18.9 ₹29,767.50 | 20.79 ₹32,744.25 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 1,575 | sqm | 302.65 ₹4.8 L | 332.92 ₹5.2 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 31.5 | cum | 650.34 ₹20,485.71 | 715.37 ₹22,534.16 |
| 1.00 | OD298780/2025-2026:Supplying and providing GI name board with all conveyance labour and higher charges etc complete using GI tube of size 80x40x1.4mm post,40x20x1.4mm outer frame, 0.6mm thick iron sheet of size90x60cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 | 1 | each | 3,064.86 ₹3,064.86 | 3,371.35 ₹3,371.35 |
Tender Value
₹6.7 L
EMD Value
₹16,864
Closing Date
21 Feb 2026, 2:00 pmClosed
ATHIRA R KUMAR
O/O THE ASSISTANT ENGINEER,LIDEW SECTION
CHIRAPPADAM ROAD RETARRING FOR REMAINING PARTP NO 203/26
2026_LSGD_836018_11
ET05/AE/LIDEW/KDB/25-26
Open Tender
Civil Works - Roads
240 days
KODUMBU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,490
Yes
₹16,864
Yes
4 May 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Retarring
OD298781/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
OD298780/2025-2026:Supplying and providing GI name board with all conveyance labour and higher charges etc complete using GI tube of size 80x40x1.4mm post,40x20x1.4mm outer frame, 0.6mm thick iron sheet of size90x60cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4
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