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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹10.2 L+₹64,833.98 (6.81%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹10.2 L+₹65,127.72 (6.85%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹10.5 L+₹95,443.88 (10.0%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | MONACHAN L2 | Krishnakumar Krishnan Nair L1 | MATHEW JOHN L4 | sandeep S L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road concreting | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 149.75 | sqm | 13.5 ₹2,021.63 | 9 ₹1,347.75 Lowest | 13.09 ₹1,960.23 | 15 ₹2,246.25 |
| 1.00 | 4.1.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 | 11.38 | cum | 2,670 ₹30,371.25 | 2,000 ₹22,750 Lowest | 2,730.38 ₹31,058.07 | 2,670 ₹30,371.25 |
| 1.00 | 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) | 22.46 | cum | 7,650 ₹1,71,841.95 | 7,500 ₹1,68,472.5 Lowest | 7,823.14 ₹1,75,731.19 | 7,650 ₹1,71,841.95 |
| 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 | 37.8 | cum | 753 ₹28,463.4 | 700 ₹26,460 Lowest | 770.41 ₹29,121.5 | 753 ₹28,463.4 |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 48 | cum | 384 ₹18,432 Lowest | 500 ₹24,000 | 393.01 ₹18,864.48 | 384 ₹18,432 Lowest |
| 1.01 | OD144031/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site | 40.32 | cum | 1,430 ₹57,657.6 Lowest | 1,500 ₹60,480 | 1,462.19 ₹58,955.5 | 1,430 ₹57,657.6 Lowest |
| 1.01 | 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. | 99.54 | cum | 5,478 ₹5,45,280.12 | 5,000 ₹4,97,700 Lowest | 5,601.47 ₹5,57,570.32 | 5,478 ₹5,45,280.12 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 8.64 | cum | 7,910 ₹68,342.4 | 7,600 ₹65,664 Lowest | 8,087.59 ₹69,876.78 | 7,918 ₹68,411.52 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.42 | tonne | 80,350 ₹33,666.65 Lowest | 85,000 ₹35,615 | 98,000 ₹41,062 | 80,350 ₹33,666.65 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,758
Closing Date
26 Sept 2026, 6:00 pmClosed
SREEJITH.S
The Assistant Engineer,LID and EW Sub Division,Vettikkavala Block Panchayath
Annual Plan-174/27 Vettikkavala Block NSS karayogam Palakkuzhy road retaining wall construction and road concreting in Kulakkada GP under vettikkavala Block
2026_LSGD_870897_15
01/AE/LID and EW/VTB/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
VETTIKKAVALA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,758
Yes
13 Oct 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
26 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 149.75 | sqm | - | - |
| 1.002 | 4.1.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 | 11.38 | cum | - | - |
| 1.003 | 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) | 22.46 | cum | - | - |
| 1.004 | 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 | 37.8 | cum | - | - |
| 1.005 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 48 | cum | - | - |
| 1.006 | OD144031/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site | 40.32 | cum | - | - |
| 1.007 | 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. | 99.54 | cum | - | - |
| 1.008 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 8.64 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.42 | tonne | - | - |
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