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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹87.3 L+₹4.3 L (5.19%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹88.4 L+₹5.4 L (6.51%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹93.2 L+₹10.2 L (12.3%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Naseer L3 | MUJEEB RAHMAN K L4 | Muhammed Asif K L1 | ASHRAF P M L2 |
|---|---|---|---|---|---|---|---|
| 1.00Seawall construction | |||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1,784.28 | cum | 246.8 ₹4,40,361.04 | 260.3 ₹4,64,448.86 | 220 ₹3,92,542.26 Lowest | 243.73 ₹4,34,883.3 |
| 1.00 | 60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete. | 2,054.36 | sqm | 95.7 ₹1,96,602.25 | 100.9 ₹2,07,284.92 | 88 ₹1,80,783.68 Lowest | 94.51 ₹1,94,157.56 |
| 1.00 | 60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site. | 257.56 | cum | 311 ₹80,102.72 | 328 ₹84,481.32 | 270 ₹69,542.55 Lowest | 307.16 ₹79,113.67 |
| 1.00 | OD14384/2025-2026:Dismantling Core Wall - Dismantling, clearing away and carefully stacking materials useful for reuse in the construction of core including disposal of debris within a distance of 150m | 28 | cum | 518.4 ₹14,515.2 | 546.7 ₹15,307.6 | 497 ₹13,916 Lowest | 511.92 ₹14,333.76 |
| 1.00 | 60.49.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones 10 Kg to 80 Kg (75% 10 to 25 Kg ie 5 to 11 Dm3 and 25 % 25 to 80 Kg ie 11 to 34 Dm3 ) and stacking for measurement including cost and conveyance loading and unloading charges all other incidental charges all leads and lifts etc complete. | 838.67 | cum | 3,126.6 ₹26,22,185.62 | 3,297.7 ₹27,65,682.06 | 2,900 ₹24,32,143 Lowest | 3,087.82 ₹25,89,662 |
| 1.01 | 60.50:Unified Data for construction of sea wall as per Modified design suggested by CWPRS Pune -Carriage of departmental granite stones 10kg to 80kg , 5 to 34 dm3(75% 10 to 25 kg, 25% 25 to 80kg) in size from stack at site and dumping in position to lines and levels including all leads and lifts etc. complete. | 855.47 | cum | 684.2 ₹5,85,312.57 | 721.6 ₹6,17,307.15 | 656 ₹5,61,188.32 Lowest | 675.72 ₹5,78,058.19 |
| 1.01 | 60.51.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones 80 to150 kg(34 to63 dm3) 50%(34 to 48 dm3) 50% 48 to 63 dm3 in size and stacking for measurement including cost conveyance loading and unloading charges all leads and lifts etc complete. | 448.26 | cum | 3,126.6 ₹14,01,526.59 | 3,297.7 ₹14,78,223.7 | 2,900 ₹12,99,951.1 Lowest | 3,087.82 ₹13,84,143.11 |
| 1.01 | 60.52:Unified Data for Construction of sea wall - as per Modified Design suggested by CWPRS Pune- Carriage of departmental granite stones 80kg to150 kg (34 dm3 to 63dm3) 50% (34 to 48 dm3) 50% ( 48to 63 dm3) in size from stack at site and dumping in position to lines and levels including all leads and lifts etc complete. | 459.46 | cum | 720.8 ₹3,31,178.05 | 760.2 ₹3,49,280.73 | 691 ₹3,17,486.17 Lowest | 711.85 ₹3,27,065.89 |
| 1.01 | 60.53.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones of size150 to300 kg(63 to125 dm3) 50% more than 225kg(94dm3) as nearly cubical as possible the minimum dimension in any of the three perpendicular direction passing through the centre of gravity.of each individual stone having not less than 30 cms including loading and unloading charges, marking with distinguishing number on three faces with paint etc complete. | 2,607 | no | 573 ₹14,93,811 | 604.3 ₹15,75,410.1 | 549 ₹14,31,243 Lowest | 565.87 ₹14,75,223.09 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
15 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ExecutiveEngineer, Irrigation Division, Kozhikode
Office of the Executive Engineer, Irrigation Division,Civil Station, Kozhikode- 673020
GENERAL-ASE Works-Navakerala Sadas- Construction of Sea wall at Godeeswaram near CP 1780 at Beypore LAC in Kozhikode corporation of Kozhikode District-General Civil Work
2025_Irrig_794955_1
EEIK/ET-04/2025-26
Open Tender
Civil Works - Others
Item Rate
365 days
Godeeswaram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
23 Oct 2025
8 Sept 2025
17 Sept 2025
8 Sept 2025
15 Sept 2025
8 Sept 2025
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