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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC KANNAMBRA P O PALAKKAN DIST KANNAMBRA GRAMA PANCHAYAT KANNAMBRA INDIA | PALAKKAD | KERALA | 678686 | ₹4.2 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹4.2 LRejected-Finance ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | KOZHIKODE | KERALA | 612906 | ₹4.2 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Unnikrishnan.R L1 | sasidharan k L2 |
|---|---|---|---|---|---|
| 1.00Yard concreting | |||||
| 1.00 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 22.33 | cum | 786.24 ₹17,555.17 | 786.24 ₹17,555.17 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 22.33 | cum | 441.5 ₹9,857.81 | 450 ₹10,047.60 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 22.33 | cum | 3,337.88 ₹74,528.18 | 3,337.88 ₹74,528.18 |
| 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) | 33.62 | cum | 9,563.75 ₹3.2 L | 9,563.75 ₹3.2 L |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
3 Feb 2026, 11:00 amClosed
AE VADAKKENCHERRY
AE VADAKKENCHERRY
Annual Plan LID EW -Vadakkenchery G P renovation of Bus stand yard at Vadakkenchery PRJ No. 377/2025-26
2026_LSGD_829722_21
ET/02/2025-26/AE/LIDEW/VDY
Open Tender
Civil Works - Roads
240 days
VADAKKENCHERRY GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,588
Yes
20 Jun 2026
24 Jan 2026
4 Feb 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
24 Jan 2026 - 3 Feb 2026
Yard concreting
2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
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)
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