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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹20.3 L+₹1.3 L (6.73%)Admitted-Fee/PreQual/Technical/Finance THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SALIM V M L2 | sirajudheen L1 |
|---|---|---|---|---|---|
| 1.00Side protection wall | |||||
| 1.00 | OD10947/2026-2027: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 | 8 | metre | 900 ₹7,200 | 400 ₹3,200 Lowest |
| 1.00 | OD10946/2026-2027: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 | 120 | hour | 540 ₹64,800 | 520 ₹62,400 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 | 91.3 | cum | 756 ₹69,022.8 Lowest | 941 ₹85,913.3 |
| 1.00 | OD10960/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 33 | cum | 3,328.18 ₹1,09,829.94 | 830 ₹27,390 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 | 11 | cum | 7,210 ₹79,310 Lowest | 9,001 ₹99,011 |
| 1.01 | 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 | 72.05 | cum | 8,365.93 ₹6,02,765.26 Lowest | 10,457 ₹7,53,426.85 |
| 1.01 | 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 | 6.49 | tonne | 80,740.9 ₹5,23,604.74 Lowest | 1,00,926 ₹6,54,505.11 |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 238 | sqm | 12.81 ₹3,048.78 | 12 ₹2,856 Lowest |
| 1.01 | OD15850/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using
80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over
and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all
complete as per the direction of Engineerin-charge. | 238 | sqm | 950.57 ₹2,26,235.66 | 260 ₹61,880 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
20 Jul 2026, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
PROJ NO 164/2026-27 WARD 20-22 THRIKKAKARA MUNICIPALITY -CONSTRUCTION OF SIDE PROTECTION WALL IN KALACHAL THODU WARD 20-22
2026_LSGD_860174_18
LIDEW/AEE/ET/10/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
24 Jul 2026
13 Jul 2026
22 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection wall | |||||
| 1.001 | OD10947/2026-2027: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 | - | metre | - | - |
| 1.002 | OD10946/2026-2027: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 | - | hour | - | - |
| 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 | 1 | cum | - | - |
| 1.004 | OD10960/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 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 | 1 | cum | - | - |
| 1.007 | 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 | - | tonne | - | - |
| 1.008 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.009 | OD15850/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using
80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over
and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all
complete as per the direction of Engineerin-charge. | - | sqm | - | - |
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