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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹5.4 LAccepted-Finance KERALA KL | PATHANAMTHITTA | KERALA | 689694 | L 1 | Accepted-Finance Lowest rate | |
| 2 | L 2₹5.7 L+₹30,986.14 (5.70%)Accepted-Finance ERINJAD GRAMA PANCHAYATH | L 2 | Accepted-Finance Second bidder, kept in abeyance till the execution of agreement from the first bidder |
| Sl No | Description | Qty | Unit | Ranjith T L2 | AKHIL K M L1 |
|---|---|---|---|---|---|
| 1.00Road Formation and Side protection | |||||
| 1.00 | OD7637/2026-2027:Filling with Quarry muck Filling up low lying and water logged areas with local material/ quarry muck spreading in layers ,levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade | 113.4 | cum | 824.35 ₹93,481.29 | 779.92 ₹88,442.93 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 69.72 | cum | 2,161.14 ₹1,50,674.68 | 2,044.64 ₹1,42,552.3 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 20.16 | cum | 384.1 ₹7,743.46 | 363.4 ₹7,326.14 Lowest |
| 1.00 | OD7645/2026-2027:Dry Rubble Masonry - Dry rubble without concrete leveling course masonry with good quality
blasted rubble including packing to compactness to lines and levels cost and conveyance of all
materials labor charges etc. complete as per direction of departmental officers at the site | 57.6 | cum | 3,585.33 ₹2,06,515.01 | 3,392.05 ₹1,95,382.08 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.25 | tonne | 87,380.45 ₹22,019.87 | 82,669.95 ₹20,832.83 Lowest |
| 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 | 3.6 | cum | 8,601.72 ₹30,966.19 | 8,138.02 ₹29,296.87 Lowest |
| 1.01 | OD172230/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 29.76 | cum | 715.55 ₹21,294.77 | 676.98 ₹20,146.92 Lowest |
| 1.01 | OD11444/2026-2027:Stone masonry work in cement mortar in foundation complete as per drawing and technical
specifications Clauses 702, 704, 1202 & 1203. III. Random Rubble Masonry (ii) In cement
mortar 1:5 | 5.7 | cum | 7,390.64 ₹42,126.65 | 6,992.23 ₹39,855.71 Lowest |
Tender Value
₹6.6 L
EMD Value
₹16,518
Closing Date
26 Sept 2026, 11:00 amClosed
Vidya K.K.
O/o Assistant Engineer LID EW section Mathilakam GP
Annual Plan- Mathilakam GP 2026-27 Emmad South Link Road construction ward 17-33/2026-27-General Civil Work
2026_LSGD_870473_5
2/AE/LID EW/MKM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Mathilakam ferry link road ward 7
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,460
Yes
₹16,518
Yes
13 Oct 2026
19 Sept 2026
28 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Formation and Side protection | |||||
| 1.001 | OD7637/2026-2027:Filling with Quarry muck Filling up low lying and water logged areas with local material/ quarry muck spreading in layers ,levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade | 113.4 | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 69.72 | cum | - | - |
| 1.003 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 20.16 | cum | - | - |
| 1.004 | OD7645/2026-2027:Dry Rubble Masonry - Dry rubble without concrete leveling course masonry with good quality
blasted rubble including packing to compactness to lines and levels cost and conveyance of all
materials labor charges etc. complete as per direction of departmental officers at the site | 57.6 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.25 | tonne | - | - |
| 1.006 | 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 | 3.6 | cum | - | - |
| 1.007 | OD172230/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 29.76 | cum | - | - |
| 1.008 | OD11444/2026-2027:Stone masonry work in cement mortar in foundation complete as per drawing and technical
specifications Clauses 702, 704, 1202 & 1203. III. Random Rubble Masonry (ii) In cement
mortar 1:5 | 5.7 | cum | - | - |
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