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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MOHAMMED ALI KOYAKUTTY L3 | PRIYA LABOUR CONTRACT CO-OPERATIVE SOCIETY LIMITED L1 | SIDDIKH K.P L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE AND SIDE PROTECTION | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 48.3 | sqm | 13.2 ₹637.56 | 14.7 ₹710.01 | 12.8 ₹618.24 Lowest |
| 1.00 | OD480597/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm
deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 11.27 | sqm | 256 ₹2,885.12 | 33.75 ₹380.36 | 29.7 ₹334.72 Lowest |
| 1.00 | OD480547/2025-2026: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 | 12.8 | cum | 1,921 ₹24,590.72 Lowest | 2,100 ₹26,882.1 | 2,670.7 ₹34,187.63 |
| 1.00 | OD480573/2025-2026: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 WITHOUT SHUTTERING
(i) Nominal mix (1:2:4) | 19.2 | cum | 7,900 ₹1,51,695.8 | 6,500 ₹1,24,813 Lowest | 7,420 ₹1,42,478.84 |
| 1.00 | OD480593/2025-2026: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 | 6.76 | cum | 3,439 ₹23,254.52 | 2,500 ₹16,905 Lowest | 3,350 ₹22,652.7 |
| 1.01 | 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 | 0.81 | cum | 8,173 ₹6,579.27 | 9,081.43 ₹7,310.55 | 7,980 ₹6,423.9 Lowest |
| 1.01 | OD480595/2025-2026:Filling with contractor's own earth (excluding rock)in open areas in layers not exceeding
20cm in depth consolidated layer by ramming and watering ,lead up to 50m and lift up to 1.5m
as per direction of site Engineer-in-charge. | 41.05 | cum | 450 ₹18,474.75 | 350 ₹14,369.25 | 305 ₹12,521.78 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,339
Closing Date
4 Mar 2026, 12:30 pmClosed
AE
AE
Annual Plan-VAZHAKKAD GP PRO NO 479/25-26-PANIKKARAPURAYA KOLOTHUMKADAVU ROAD RENOVATION IN WARD-13-General Civil Work
2026_LSGD_840221_11
08/1/ETEN/AE/LIDEW/VKD/2025-26
Open Tender
Civil Works - Roads
Item Rate
VAZHAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,339
Yes
20 May 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
25 Feb 2026 - 4 Mar 2026
ROAD CONCRETE AND SIDE PROTECTION
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD480597/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD480547/2025-2026: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
OD480573/2025-2026: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 WITHOUT SHUTTERING (i) Nominal mix (1:2:4)
OD480593/2025-2026: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
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
OD480595/2025-2026:Filling with contractor's own earth (excluding rock)in open areas in layers not exceeding 20cm in depth consolidated layer by ramming and watering ,lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge.
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