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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC HOUSE NO 10 PALLIKULAM THRIKKAKARA KERALA INDIA | ERNAKULAM | KERALA | 680667 | ₹1.3 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | RADHAKRISHNAN V L1 |
|---|---|---|---|---|
| 1.00Road Concrete | ||||
| 1.00 | OD380210/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layer and not exceeding 20
cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 m and
lift up to 1.50 m as per the directions of engineer in charge | 4 | cum | 521.91 ₹2,087.64 |
| 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 | 6.75 | cum | 3,321.19 ₹22,418.03 |
| 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) | 10.71 | cum | 9,515.93 ₹1,01,915.61 |
Tender Value
₹1.3 L
EMD Value
₹3,176
Closing Date
18 Feb 2026, 12:00 pmClosed
Assistant Engineer
Alappad GP
Annual Plan-2025-26,Proj. No.224/26 -Construction of Road from Mainroad to Vrindavanam -in Ward 8 ,Alappad GP
2026_LSGD_833391_3
4/AE/LSGD/ALP/2025
Open Tender
Civil Works - Roads
Alappad GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹3,176
Yes
22 Jun 2026
5 Feb 2026
19 Feb 2026
5 Feb 2026
18 Feb 2026
5 Feb 2026
Road Concrete
OD380210/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layer and not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.50 m as per the directions of engineer in charge
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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