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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC | ₹18.8 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | K V JAMAL L1 | SUDHAKARAN K K L2 |
|---|---|---|---|---|---|
| 1.00Construction of Retaining 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 | 304.85 | cum | 835.4 ₹2,54,670.02 Lowest | 960.67 ₹2,92,858.33 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 9.4 | cum | 7,984.3 ₹75,020.48 Lowest | 9,181.49 ₹86,269.28 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 94.48 | cum | 9,275.72 ₹8,76,388.58 Lowest | 10,666.56 ₹10,07,797.92 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 7.16 | tonne | 88,962.66 ₹6,37,150.57 Lowest | 1,02,944.64 ₹7,37,289.51 |
| 1.00 | OD461375/2025-2026:PVC WEEP HOLES- Providing weep holes using 100mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 26.1 | metre | 182.46 ₹4,762.21 Lowest | 209.81 ₹5,476.04 |
| 1.01 | OD461386/2025-2026:PTMT grating of approved quality and colour. Circular type with 125 mm diameter . | 87 | each | 42.93 ₹3,734.91 Lowest | 49.37 ₹4,295.19 |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 372.71 | cum | 49.44 ₹18,426.68 Lowest | 56.85 ₹21,188.45 |
| 2.00Name board | |||||
| 2.00 | OD450712/2025-2026:Providing name board of average size 90 x60 cm fixing with 50 mm Gi pipe post including ,bottom concreting,paintin,lettering etc.complete as deatiled below .Earth work excavation in all class of soil,Pcc 1:4:8 10 cm thick, bottom pedestal of size 30x30x45 cm with cc 1:2:4 ,50 mm Gi pipe as main post of average length 145 cm ,support strut with 25 mm gi pipe 2 nos 50 cm, 1mm thick ms sheet board of frame with 40x40x6 mm and angle iron and 3 mm thick ms gusset plate at junctions, overall painting with synthetic enamel paint and lettering with synthetic enamrl paint. | 1 | each | 4,941.36 ₹4,941.36 Lowest | 5,682.29 ₹5,682.29 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
13 Feb 2026, 3:30 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
Refer tender document
2026_LSGD_834188_1
ET225/DPEKM/AXE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
270 days
O/o The Executive Engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
25 Mar 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
Construction of Retaining Wall
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD461375/2025-2026:PVC WEEP HOLES- Providing weep holes using 100mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD461386/2025-2026:PTMT grating of approved quality and colour. Circular type with 125 mm diameter .
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Name board
OD450712/2025-2026:Providing name board of average size 90 x60 cm fixing with 50 mm Gi pipe post including ,bottom concreting,paintin,lettering etc.complete as deatiled below .Earth work excavation in all class of soil,Pcc 1:4:8 10 cm thick, bottom pedestal of size 30x30x45 cm with cc 1:2:4 ,50 mm Gi pipe as main post of average length 145 cm ,support strut with 25 mm gi pipe 2 nos 50 cm, 1mm thick ms sheet board of frame with 40x40x6 mm and angle iron and 3 mm thick ms gusset plate at junctions, overall painting with synthetic enamel paint and lettering with synthetic enamrl paint.
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