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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹3.0 L−₹6,284 (2.05%)Accepted-AOC | 2 | Accepted-AOC L1 | |
| 2 | 1₹3.1 LRejected-AOC | 1 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹4.2 L
EMD Value
₹10,543
Closing Date
26 Feb 2026, 4:00 pmClosed
Assistant Engineer
Assistant Engineer Keezhattur GP
Annual Plan-2025-26 Keezhattur Grama Panchayath- Areembuth Link Road Construction Project No 129-25/26-in ward no 5
2026_LSGD_837938_3
02/AE/LIDEW/KZTR/2025-2026
Open Tender
Civil Works - Roads
Percentage
365 days
kondiparambu
Please refer Tender documents.
10 documents required · 10 mandatory
₹930
Yes
₹10,543
Yes
13 Apr 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
CONCRETING
OD446120/2025-2026:(OD from DAR 2.8.1 )Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD446121/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (OD from DAR 60.7.1)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
OD446122/2025-2026:Earthwork Surface dressing of the ground including removing vegetation and in-equalities not exceeding15cm deep and disposal of rubbish,lead upto 50 m and lift upto 1.50 m,All kinds of soil.(OD arrived from DSR code 2.28.1)
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD446123/2025-2026: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)
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