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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-Finance | L1 | Accepted-Finance Accepted Vide Resolution No.I(1) dtd.13-03-2026 of Madavoor GP | |
| 2 | L2₹2.8 L+₹16,488.15 (6.31%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence not admitted | |
| 3 | L3₹2.8 L+₹20,683.07 (7.92%)Rejected-Finance KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | RITHU M.V L3 | PRAMOD K M L1 | TP SHIJU L2 |
|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||
| 1.00 | OD509483/2025-2026:(Modified data of 3.2 by excluding tipper and loading equipment)
Preparation of Foundation for Embankment Plugging/Scarifying Existing Bituminous Surface up to a Depth of 100 mm by Mechanical Means. Scarifying/Plugging the existing bituminous road surface up to a depth of 100 mm to prepare foundation for granular layers | 192 | sqm | 2.76 ₹529.92 Lowest | 9 ₹1,728 | 8 ₹1,536 |
| 1.00 | 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. | 21 | cum | 54.78 ₹1,150.38 | 60 ₹1,260 | 54 ₹1,134 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 19.2 | cum | 2,562.22 ₹49,194.62 | 1,700 ₹32,640 Lowest | 2,522 ₹48,422.4 |
| 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) | 31.05 | cum | 7,314.84 ₹2,27,125.78 | 7,200 ₹2,23,560 | 7,175 ₹2,22,783.75 Lowest |
| 1.00 | OD509487/2025-2026:Supplying and fixing Sila phalakam with granite stone of size 900mm x 600mm or nearest size on prepared wall with engraving English and or Malayalam letters of specified size on hard stone including all cost, conveyance and labour charges etc. complete. | 1 | each | 3,870.37 ₹3,870.37 | 2,000 ₹2,000 Lowest | 3,800 ₹3,800 |
Tender Value
₹3.4 L
EMD Value
₹8,463
Closing Date
9 Mar 2026, 4:00 pmClosed
ASWATHY S PRASAD
Office of the Assistant Engineer LID EW Section MADAVOOR Grama Panchayat
Construction
2026_LSGD_842409_1
T12/1/AE/MDR/2025-26
Open Tender
Civil Works - Roads
Item Rate
MADAVOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,463
Yes
15 Jun 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Road concreting
OD509483/2025-2026:(Modified data of 3.2 by excluding tipper and loading equipment) Preparation of Foundation for Embankment Plugging/Scarifying Existing Bituminous Surface up to a Depth of 100 mm by Mechanical Means. Scarifying/Plugging the existing bituminous road surface up to a depth of 100 mm to prepare foundation for granular layers
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
OD509487/2025-2026:Supplying and fixing Sila phalakam with granite stone of size 900mm x 600mm or nearest size on prepared wall with engraving English and or Malayalam letters of specified size on hard stone including all cost, conveyance and labour charges etc. complete.
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