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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹3.9 L+₹44,490.07 (13.0%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PRADEEP S L1 | MAHESH M V L2 |
|---|---|---|---|---|---|
| 1.00Renovation | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 19.7 | cum | 672 ₹13,237.06 Lowest | 759 ₹14,950.78 |
| 1.00 | OD376947/2025-2026:Stone masonry work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109 (A) in cement mortar III.Random rubble masonry | 58.6 | cum | 5,528.8 ₹3,24,009.8 Lowest | 6,250 ₹3,66,275 |
| 1.00 | OD383775/2025-2026:Filling with contractors own earth (excluding rock) in trenches, plinths, sides of foundations, etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.50 m as per direction of site Engineer in charge | 11.97 | cum | 331.29 ₹3,964.88 Lowest | 374 ₹4,476.03 |
Tender Value
₹4.9 L
EMD Value
₹12,221
Closing Date
7 Feb 2026, 6:00 pmClosed
Assistant Engineer
LID EW Section, Maranalloor, Koovalassery P.O, Thiruvananthapuram
Maranalloor GP - 2025-26 -Renovation of Padippura Nada thodu in ward 6-Project No. 380/26
2026_LSGD_832273_5
08/AE/LSGD/MNR/2025-26
Open Tender
Civil Works - Canal
Item Rate
90 days
Maranalloor
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,080
Yes
₹12,221
Yes
8 May 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
Renovation
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD376947/2025-2026:Stone masonry work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109 (A) in cement mortar III.Random rubble masonry
OD383775/2025-2026:Filling with contractors own earth (excluding rock) in trenches, plinths, sides of foundations, etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.50 m as per direction of site Engineer in charge
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