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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | GOPALAKRISHNAN NAIR M L1 |
|---|---|---|---|---|
| 1.00RR | ||||
| 1.00 | OD384582/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work .etc. complete | 49 | metre | 1,173.24 ₹57,488.76 Lowest |
| 1.00 | OD112124/2025-2026:Pumbing or bailing out water and removing slush etcby using pump set including cost of labour ,oil,hire chargees of pumpset etc complete | 48 | Day | 367.98 ₹17,663.04 Lowest |
| 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 | 25.11 | cum | 962.76 ₹24,174.9 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond 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. | 53.01 | cum | 6,999.94 ₹3,71,066.82 Lowest |
| 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) | 2.33 | cum | 9,766.53 ₹22,707.18 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | 1,02,669.25 ₹12,628.32 Lowest |
| 1.01 | OD112438/2025-2026:S/F information board 75*60 cm GI Pipe as post anf 1mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc as per the direction of depotl officers etc. | 1 | each | 2,542.36 ₹2,542.36 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,707
Closing Date
17 Sept 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer Vellanad gama panchayath
Annual Plan-Annual plan2025-2026 Prono.132.Changakshetram road thodu side wall construction ( RETENDER )
2026_LSGD_834689_4
10/AE/LSGD/VLND/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
Vellanad GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,707
Yes
24 Sept 2026
8 Sept 2026
19 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RR | |||||
| 1.001 | OD384582/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work .etc. complete | 49 | metre | - | - |
| 1.002 | OD112124/2025-2026:Pumbing or bailing out water and removing slush etcby using pump set including cost of labour ,oil,hire chargees of pumpset etc complete | 48 | Day | - | - |
| 1.003 | 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 | 25.11 | cum | - | - |
| 1.004 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond 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. | 53.01 | cum | - | - |
| 1.005 | 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) | 2.33 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | - | - |
| 1.007 | OD112438/2025-2026:S/F information board 75*60 cm GI Pipe as post anf 1mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc as per the direction of depotl officers etc. | 1 | each | - | - |
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