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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | ₹5.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.0 L+₹38,846.68 (6.86%)Rejected-Finance | ₹6.0 L+₹38,846.68 (6.86%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SURESH KUMAR R L3 | MAHESH M V L1 | SAJI N L4 | SIBIN B S L2 |
|---|---|---|---|---|---|---|---|
| 1.00side wall | |||||||
| 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 | 31.02 | cum | 719.18 ₹22,308.96 | 630 ₹19,542.6 Lowest | 877.17 ₹27,209.81 | 673 ₹20,876.46 |
| 1.00 | OD455801/2025-2026:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 115.02 | cum | 4,721.29 ₹5,43,042.78 | 4,140 ₹4,76,182.8 Lowest | 5,758.46 ₹6,62,338.07 | 4,424 ₹5,08,848.48 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.4 | cum | 7,295.6 ₹39,396.24 | 6,396 ₹34,538.4 Lowest | 8,898.29 ₹48,050.77 | 6,836 ₹36,914.4 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.24 | tonne | 76,693.93 ₹18,713.32 | 67,248 ₹16,408.51 Lowest | 93,541.95 ₹22,824.24 | 71,868 ₹17,535.79 |
| 1.00 | OD502933/2025-2026: Mord: Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and
lift up to 1.5 m as per direction of site Engineer-in-charge | 62.51 | cum | 354.56 ₹22,161.77 | 310.5 ₹19,407.8 Lowest | 432.44 ₹27,029.66 | 332 ₹20,751.66 |
Tender Value
₹8.6 L
EMD Value
₹21,607
Closing Date
12 Mar 2026, 11:00 amClosed
Assistant Engineer
The Assistant Engineer, LID and EW Section, Vembayam Grama Panchayat, Vettinadu, Konchira P O, Thiruvananthapuram - 695 615
Vembayam GP - S0339/26 - Katta - Madapuram Crematorium Road Sidewall Construction
2026_LSGD_843430_3
310/AE/LID AND EW/VBM/2025-26
Open Tender
Civil Works - Roads
Item Rate
90 days
Vembayam
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,910
Yes
₹21,607
Yes
7 Aug 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1side wall | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD455801/2025-2026:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 1 | cum | - | - |
| 1.003 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.005 | OD502933/2025-2026: Mord: Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and
lift up to 1.5 m as per direction of site Engineer-in-charge | - | cum | - | - |
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