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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | Josephkutty L1 |
|---|---|---|---|---|
| 1.00ROAD | ||||
| 1.00 | 11.1.1.1: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> (i) Upto 3 m depth | 9.69 | cum | 894.13 ₹8,664.12 Lowest |
| 1.00 | 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. | 49.82 | cum | 6,506.02 ₹3,24,129.92 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6.85 | cum | 9,089.21 ₹62,261.09 Lowest |
| 1.00 | OD215077/2025-2026:construction of enbankment with approved material obtained from borrow pits with a lift up to 1.5m,transporting to site spreading, grading in required slope and compacting to meet requirement of Tables 300.1and300.2 with leadupto1000m asper Technical specification clause 301.5(WITH OUT POWER ROLLER) | 113.94 | cum | 1,208 ₹1,37,644.35 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. <br>(ii) Using Gravel mix soil. | 58.84 | cum | 2,360.3 ₹1,38,875.33 Lowest |
| 2.00PART-2 PIPE AND SLAB CULVERT | ||||
| 2.00 | 11.1.1.1: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> (i) Upto 3 m depth | 9.96 | cum | 894 ₹8,904.24 Lowest |
| 2.00 | 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. | 21.46 | cum | 6,506 ₹1,39,618.76 Lowest |
| 2.00 | OD215131/2025-2026:Supplying and Providing and laying non pressure Np2 Class pipe(light duty)R.C.c Pipe with collars jointed withstiff mixture of cement mortar in the proportion of 1:2 including testing of Joints etc.. 450mm dia R.C.C Modified DAR 19.6.5 | 5 | 1 meter | 1,717 ₹8,585 Lowest |
Tender Value
₹10.0 L
EMD Value
₹25,118
Closing Date
16 Oct 2025, 3:00 pmClosed
Assistant Engineer
Veliyanad Grama Panchayat
RETENDER-Annual Plan-Veliyanad Grama Panchayath 2025-26, Maintenance of road from Vazhuthra culvert to Mookkodi in ward no. 3-(Project No. 94/26)-General Civil Work
2025_LSGD_806847_8
06/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Veliyanad Grama Panchayat
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹25,118
Yes
21 Nov 2025
8 Oct 2025
17 Oct 2025
8 Oct 2025
16 Oct 2025
8 Oct 2025
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