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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical 287644.85 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 301535.18 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L3 | C R AJITPRASAD L2 | muhhamed musthafa P L1 |
|---|---|---|---|---|---|---|
| 1.00INTERLOCKING | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 144.2 | sqm | 14.24 ₹2,053.41 | 13.59 ₹1,959.68 | 13.32 ₹1,920.74 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 21.11 | cum | 2,210.82 ₹46,681.46 | 2,108.97 ₹44,530.90 | 2,066.74 ₹43,639.22 |
| 1.00 | OD336264/2025-2026:Interlocking Concrete Block Pavement - Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm or nearest thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. | 173.25 | sqm | 1,144.18 ₹2.0 L | 1,091.47 ₹1.9 L | 1,069.61 ₹1.9 L |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.68 | cum | 8,511.74 ₹48,389.24 | 8,119.62 ₹46,160.04 | 7,957.04 ₹45,235.77 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 4.63 | cum | 578.8 ₹2,682.74 | 552.13 ₹2,559.12 | 541.08 ₹2,507.91 |
| 1.01 | OD336261/2025-2026:Engaging Labour For Clearing site | 1 | Day | 1,003.35 ₹1,003.35 | 957.12 ₹957.12 | 937.96 ₹937.96 |
| 1.01 | OD336260/2025-2026:Supplying and providing readymade GI name board with all conveyance,Labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post,40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60 cm 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 etc complete | 1 | each | 2,495.79 ₹2,495.79 | 2,380.81 ₹2,380.81 | 2,333.14 ₹2,333.14 |
Tender Value
Refer Docs
EMD Value
₹8,470
Closing Date
10 Feb 2026, 9:00 amClosed
Assistant Engineer
LID AND EW SECTION. KULUKKALLUR GP
KULUKKALLUR GP-PRO NO- 250-26 -NJENDIPALLI KARIYATTIL KALAM ROAD RETARRING
2026_LSGD_832732_8
03/AE/LSGD/KLR/202025-2026
Open Tender
Civil Works - Roads
kulukkallur grama panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,470
Yes
kulukkallur grama panchayath
17 Apr 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
3 Feb 2026 - 8 Feb 2026
3 Feb 2026
INTERLOCKING
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD336264/2025-2026:Interlocking Concrete Block Pavement - Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm or nearest thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.14:Construction of Subgrade and Earthen Shoulders 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.
OD336261/2025-2026:Engaging Labour For Clearing site
OD336260/2025-2026:Supplying and providing readymade GI name board with all conveyance,Labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post,40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60 cm 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 etc complete
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