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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical SANTHALAYAM VENGA P O 00 SASTHAMCOTTA KOLLAM KERALA 690569 | 690569 | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | SURESH KUMAR V L6 | NAVAS M L1 | RAJESH KUMAR S L4 | SHAJAHAN S L5 | SHIHABUDEEN E L3 | VALIYATHU BUILDERS L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road work | |||||||||
| 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) | 20.25 | cum | 10,998.31 ₹2,22,715.78 | 7,789.84 ₹1,57,744.26 Lowest | 8,626.5 ₹1,74,686.63 | 8,865.6 ₹1,79,528.4 | 8,157 ₹1,65,179.25 | 7,966.6 ₹1,61,323.65 |
| 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. <br>(ii) Using Gravel mix soil. | 9.45 | cum | 2,856.68 ₹26,995.63 | 2,022 ₹19,107.9 | 2,240.63 ₹21,173.95 | 2,302.73 ₹21,760.8 | 1,990 ₹18,805.5 Lowest | 2,069.23 ₹19,554.22 |
| 1.00 | OD107161/2025-2026:Filling with contractors own earth( excluding rock ) IN TRENCHES PLINTH SIDES OF FOUNDATION ETC IN LAYERS NOT EXCEEDING 20 CM IN DEPTH CONSOLIDATING EACH DEPOSITED LAYERS BY RAMMING AND WATERING , LEAD UP TO 50 M AND LIFT UP TO 1.50 M AS PER DIRECTION OF SITE ENGINEER IN CHARGE | 5.94 | cum | 603.27 ₹3,583.42 | 427 ₹2,536.38 Lowest | 473.13 ₹2,810.39 | 486.24 ₹2,888.27 | 432 ₹2,566.08 | 436.93 ₹2,595.36 |
Tender Value
₹2.2 L
EMD Value
₹5,506
Closing Date
2 Feb 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE,PANMANA
OFFICE OF AE, LID EW SECTION,PANMANA G.P
Annual Plan PANMANA GP PROJ.NO. 149/25-26 ROAD CONCRETE IN ALAPPURATHU MUKKU KARALI WESTERN SIDE WARD 7 PANMANA GP
2026_LSGD_830738_3
01/JANUARY/2026
Open Tender
Civil Works - Others
Item Rate
180 days
PANMANA
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹5,506
Yes
LID EW,PANMANA G.P
1 Apr 2026
26 Jan 2026
4 Feb 2026
26 Jan 2026
2 Feb 2026
26 Jan 2026
26 Jan 2026
Road work
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)
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. <br>(ii) Using Gravel mix soil.
OD107161/2025-2026:Filling with contractors own earth( excluding rock ) IN TRENCHES PLINTH SIDES OF FOUNDATION ETC IN LAYERS NOT EXCEEDING 20 CM IN DEPTH CONSOLIDATING EACH DEPOSITED LAYERS BY RAMMING AND WATERING , LEAD UP TO 50 M AND LIFT UP TO 1.50 M AS PER DIRECTION OF SITE ENGINEER IN CHARGE
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