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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.8 L+₹2,800 (0.41%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | shiyas L2 | KUNJUMON P L1 |
|---|---|---|---|---|---|
| 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 | 24.36 | cum | 941 ₹22,922.76 Lowest | 941 ₹22,922.76 Lowest |
| 1.00 | OD486646/2024-2025:
:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1 using DEPARTMENTAL RUBBLE | 10.44 | cum | 4,160 ₹43,430.4 Lowest | 4,160 ₹43,430.4 Lowest |
| 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 | 3.48 | cum | 9,001 ₹31,323.48 Lowest | 9,001 ₹31,323.48 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 | 27.21 | cum | 10,457 ₹2,84,576.8 Lowest | 10,457 ₹2,84,576.8 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 | 2.45 | tonne | 1,00,926 ₹2,47,167.77 Lowest | 1,00,926 ₹2,47,167.77 Lowest |
| 1.01 | OD486645/2024-2025:1.022-Specification code: OD76245/2024-2025
Bailing out of water using pump above 10HP & upto 20HP-Bailing out water with engine
and pump set above 10HP,including conveyance to siite and erection,cost of fuel,lubrication oil
and other stores,pay of staff etc complete.Modified 60.2.4 | 61.6 | hour | 600 ₹36,960 Lowest | 600 ₹36,960 Lowest |
| 1.01 | OD486647/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m
bottom width 1.5m 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 dimantling the bund
after the completion of work. modified 60.1.2 | 14 | metre | 1,200 ₹16,800 | 1,000 ₹14,000 Lowest |
Tender Value
₹6.9 L
EMD Value
₹17,150
Closing Date
12 Oct 2026, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
141636/25 Ward-29 Thrikkakara Municipality-SO 678/25-26 Side protection wall at moolepadam thodu reach-5 ward-29
2026_LSGD_874321_20
LIDEW/AEE/ET/15/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,515
₹17,150
Yes
14 Oct 2026
1 Oct 2026
14 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 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 | 24.36 | cum | - | - |
| 1.002 | OD486646/2024-2025:
:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1 using DEPARTMENTAL RUBBLE | 10.44 | cum | - | - |
| 1.003 | 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 | 3.48 | cum | - | - |
| 1.004 | 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 | 27.21 | cum | - | - |
| 1.005 | 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 | 2.45 | tonne | - | - |
| 1.006 | OD486645/2024-2025:1.022-Specification code: OD76245/2024-2025
Bailing out of water using pump above 10HP & upto 20HP-Bailing out water with engine
and pump set above 10HP,including conveyance to siite and erection,cost of fuel,lubrication oil
and other stores,pay of staff etc complete.Modified 60.2.4 | 61.6 | hour | - | - |
| 1.007 | OD486647/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m
bottom width 1.5m 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 dimantling the bund
after the completion of work. modified 60.1.2 | 14 | metre | - | - |
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