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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC BUILDING NO 3 224 E KADUNGALLOOR P O ALUVA 683105 | ERNAKULAM | KERALA | 683105 | ₹4.2 L | 1 | Accepted-AOC LOWEST |
| 2 | Rejected-Technical AVALA THIRUVALLUR GRAMA PANCHAYATH | - | - | Rejected-Technical LOWEST |
| Sl No | Description | Qty | Unit | muhammad ck L1 | KUNHAMMAD E M L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 38.02 | cum | 15.04 ₹571.9 | 16 ₹608.4 |
| 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 | 25.35 | cum | 3,124 ₹79,193.4 | 3,150 ₹79,852.5 |
| 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) | 38.02 | cum | 8,926 ₹3,39,411.15 | 8,926 ₹3,39,411.15 |
| 1.00 | OD349204/2025-2026:Providing and fixing metal name board of size 120x60 cm with MS sheet 0.8mm thick, 15mm
dia and 2mm thick GI pipe, 35x35x5mm angle for post etc. erected in concrete of CC 1:2:4 | 1 | each | 3,822 ₹3,822 | 3,822 ₹3,822 |
Tender Value
₹4.2 L
EMD Value
₹10,575
Closing Date
12 Mar 2026, 12:00 pmClosed
BDO KUNNUMMAL
Block Development Office, Kunnummal . PO vattoli, 673507
MPLADS 2025-26- Unniyathankandi Unnathi - Manjakkal Elanjaram kottu area Road- Kayakkody GP
2026_CRD_843336_2
4159909-2025-26
Open Tender
Civil Works - Roads
180 days
KUNNUMMAL BLOCK OFFICE
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
Yes
₹10,575
Yes
24 Jun 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
ROAD WORK
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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)
OD349204/2025-2026:Providing and fixing metal name board of size 120x60 cm with MS sheet 0.8mm thick, 15mm dia and 2mm thick GI pipe, 35x35x5mm angle for post etc. erected in concrete of CC 1:2:4
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