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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 LAccepted-AOC | ₹15.8 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHAJI ANTONY L1 | DIPU M V L2 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION WALL | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 90 | cum | 64 ₹5,760 | 60 ₹5,400 Lowest |
| 1.00 | 11.1.1.2:Excavation for Structures<br> 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.<br> I. Ordinary soil <br>(ii) 3 m to 6 m depth | 37.2 | cum | 1,078 ₹40,101.6 Lowest | 1,100 ₹40,920 |
| 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 | 4.35 | cum | 8,685 ₹37,779.75 | 8,000 ₹34,800 Lowest |
| 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 | 72 | cum | 9,800 ₹7,05,600 | 9,500 ₹6,84,000 Lowest |
| 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 | 6.48 | tonne | 93,000 ₹6,02,640 Lowest | 1,00,900 ₹6,53,832 |
| 1.01 | OD471850/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits -By Manual compaction - Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 162.3 | cum | 607 ₹98,516.1 | 600 ₹97,380 Lowest |
| 1.01 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 8.7 | cum | 3,220 ₹28,014 Lowest | 3,300 ₹28,710 |
| 1.01 | OD444365/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working
pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.
complete. | 15 | metre | 113 ₹1,695 | 110 ₹1,650 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6.62 | cum | 9,000 ₹59,535 Lowest | 9,500 ₹62,842.5 |
Tender Value
₹16.9 L
EMD Value
₹42,368
Closing Date
10 Mar 2026, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
Refer tender document
2026_LSGD_836149_2
ET190/MLA-ADS/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
365 days
O/o The Executive Engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,368
Yes
18 Jun 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
SIDE PROTECTION WALL
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
11.1.1.2:Excavation for Structures<br> 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.<br> I. Ordinary soil <br>(ii) 3 m to 6 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
OD471850/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits -By Manual compaction - Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD444365/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD449911/2025-2026:Supplying and fixing in place granite name board of slab area less than .9m2 including engraving and painting letters etc complete as per the direction of Engineer in charge at site OD 79/21-22(including Engraving letters)
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