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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-Finance | L1 | Accepted-Finance Accepted Vide Resolution No.1(1) dtd.14-08-2026 of Veliyancode GP | |
| 2 | L2₹1.5 L+₹6,269.36 (4.29%)Accepted-Finance KALLIVALAPPIL HOUSE POST THALAKKASSERY AE | THIRUVANANTHAPURAM | KERALA | 695001 | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder | |
| 3 | L3₹1.6 L+₹11,541.12 (7.90%)Rejected-Finance ENNAZHIYIL H KANHIRAMUKKU POST MALAPPURAM PIN 679584 | MALAPPURAM | KERALA | 679584 | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted | |
| 5 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SIVADASAN E L3 | AkshaY Construtions L4 | MK Khader L2 | YOOSUF M P L5 | MOHAMMED THASLIM HASSAN L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | ||||||||
| 1.00 | OD516980/2025-2026:[OD from DAR 2.28.1] - 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. All kinds of soil | 105.64 | sqm | 31.39 ₹3,316.04 | 32.37 ₹3,419.57 | 30.68 ₹3,241.04 | 33.75 ₹3,565.35 | 29.09 ₹3,073.07 Lowest |
| 1.00 | OD516983/2025-2026:[OD From MORD 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 plate vibrator to achieve the desireddensity, complete as per Technical Specification Clause 401. (i) For Grading I Material | 10.56 | cum | 2,822.76 ₹29,819.64 | 2,910.47 ₹30,746.21 | 2,622.13 ₹27,700.18 | 3,034.9 ₹32,060.68 | 2,616.08 ₹27,636.27 Lowest |
| 1.00 | OD516984/2025-2026:[OD from MORD 75.8.1] - Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels as required including compaction, finishing and tamping etc.. complete. Max. size of course aggregate not exceeding 25mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
(excluding form work) | 15.85 | cum | 7,856.2 ₹1,24,489.35 | 8,100.31 ₹1,28,357.51 | 7,662 ₹1,21,412.05 | 8,446.62 ₹1,33,845.14 | 7,280.99 ₹1,15,374.57 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
8 Jul 2026, 3:00 pmClosed
The Assistant Engineer, LID EW Section , Veliyanco
The Assistant Engineer LID EW Section Veliyancode
Annual Plan-Kariyambalam Residence Road Concreting, Pro.No- 340/26, w-2-Veliyancode GP, Annual Plan 2025-26-General Civil Work
2026_LSGD_857654_3
02/AE/LSGD/VKD 2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
The Assistant Engineer LID EW Section, Veliyanco
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,237
Yes
24 Sept 2026
29 Jun 2026
10 Jul 2026
29 Jun 2026
8 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONSTRUCTION | |||||
| 1.001 | OD516980/2025-2026:[OD from DAR 2.28.1] - 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. All kinds of soil | - | sqm | - | - |
| 1.002 | OD516983/2025-2026:[OD From MORD 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 plate vibrator to achieve the desireddensity, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD516984/2025-2026:[OD from MORD 75.8.1] - Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels as required including compaction, finishing and tamping etc.. complete. Max. size of course aggregate not exceeding 25mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
(excluding form work) | - | cum | - | - |
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