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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹3.6 L+₹7,416.87 (2.10%)Accepted-Finance | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | P MOHAMMED SADATH L1 | KAMARUDDEEN L2 |
|---|---|---|---|---|---|
| 1.00Vankanakkal Kannara Road | |||||
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 23 | sqm | 354.69 ₹8,157.87 Lowest | 362.14 ₹8,329.22 |
| 1.00 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.3 | cum | 9,152.05 ₹21,049.72 Lowest | 9,344.24 ₹21,491.75 |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 161 | kilogram | 103.26 ₹16,624.86 Lowest | 105.43 ₹16,974.23 |
| 1.00 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 423.17 | kg | 207.59 ₹87,844.82 Lowest | 211.95 ₹89,689.82 |
| 1.00 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 25.45 | sqm | 151.43 ₹3,853.59 Lowest | 154.61 ₹3,934.52 |
| 2.00Manakkad Mannathamkandi Kayalam Road | |||||
| 2.00 | 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. | 103.34 | sqm | 14.7 ₹1,519.07 Lowest | 15.01 ₹1,551.1 |
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 24.6 | cum | 65.78 ₹1,618.39 Lowest | 67.16 ₹1,652.34 |
| 2.00 | 4.11.1: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> (i) Using naturally occuring gravel | 11.39 | cum | 2,290.51 ₹26,095.78 Lowest | 2,338.61 ₹26,643.78 |
Tender Value
₹3.5 L
EMD Value
₹8,829
Closing Date
2 Mar 2026, 9:00 amClosed
AE MAVOOR GP
AE LSGD MAVOOR GP
Mavoor Gramapanchayath Annual Plan 292/2025-26-Maintenance works to various roads in mavoor grama panchayath Third phase
2026_LSGD_839003_1
T18/AE/MVR/2025-26
Open Tender
Civil Works - Roads
Item Rate
MAVOOR
Please refer Tender documents.
11 documents required · 11 mandatory
₹780
Yes
₹8,829
Yes
6 Oct 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Vankanakkal Kannara Road | |||||
| 1.001 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 23 | sqm | - | - |
| 1.002 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.3 | cum | - | - |
| 1.003 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 161 | kilogram | - | - |
| 1.004 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 423.17 | kg | - | - |
| 1.005 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 25.45 | sqm | - | - |
| 2Manakkad Mannathamkandi Kayalam Road | |||||
| 2.001 | 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. | 103.34 | sqm | - | - |
| 2.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 24.6 | cum | - | - |
| 2.003 | 4.11.1: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> (i) Using naturally occuring gravel | 11.39 | cum | - | - |
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