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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.6 L+₹219.65 (0.14%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.6 L+₹6,827.14 (4.33%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹1.9 L+₹31,712.42 (20.1%)Rejected-AOC | L4 | Rejected-AOC LL4 | |
| 5 | L5₹2.0 L+₹46,181.54 (29.3%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | SAJEESH.P L2 | VENUGOPALAN L3 | P SASIKUMAR L1 | K Saidalavi L5 | K T GOVINDANKUTTY L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Rennovation | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 95.37 | sqm | 11.47 ₹1,093.89 | 11.96 ₹1,140.63 | 11.46 ₹1,092.94 Lowest | 14.82 ₹1,413.38 | 13.77 ₹1,313.24 |
| 1.00 | OD215851/2025-2026: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 1.5M in all kinds of soil | 42.45 | 1 sqm | 26.34 ₹1,118.13 | 27.45 ₹1,165.25 | 26.3 ₹1,116.44 Lowest | 34.01 ₹1,443.72 | 31.6 ₹1,341.42 |
| 1.00 | OD143177/2025-2026: Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 6.37 | cum | 1,678.98 ₹10,691.74 | 1,749.2 ₹11,138.91 | 1,676.64 ₹10,676.84 Lowest | 2,299.5 ₹14,643.22 | 2,013.8 ₹12,823.88 |
| 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) | 20.67 | cum | 6,857.2 ₹1,41,765.75 | 7,144.1 ₹1,47,697.12 | 6,847.65 ₹1,41,568.32 Lowest | 8,853.16 ₹1,83,030.23 | 8,224.8 ₹1,70,039.52 |
| 1.00 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.9 | sqm | 3,587.2 ₹3,228.48 | 3,737.3 ₹3,363.57 | 3,582 ₹3,223.8 Lowest | 3,699.25 ₹3,329.33 | 4,303 ₹3,872.7 |
Tender Value
₹2.2 L
EMD Value
₹5,506
Closing Date
26 Sept 2025, 5:00 pmClosed
Assistant Engineer
LID EW section Vellinezhi GP
Annual Plan-VELLINEZHI GP. 2025-26, PRO NO. 229-CANAL LAKSHAM VEEDU COLONY ROAD RENNOVATION-General Civil Work
2025_LSGD_799606_8
ET/02/AE/LID EW/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Vellinezhi GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,506
Yes
1 Nov 2025
19 Sept 2025
29 Sept 2025
19 Sept 2025
26 Sept 2025
19 Sept 2025
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