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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC MUNDAKANDAM CHERUVATHUR VILLAGE | ₹5.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | V V Manojan L2 | RAJESH M L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 63 | cum | 59.4 ₹3,742.20 | 55 ₹3,465 |
| 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. | 42 | cum | 2,101.91 ₹88,280.22 | 1,970 ₹82,740 |
| 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) | 63 | cum | 8,088.31 ₹5.1 L | 7,690 ₹4.8 L |
| 1.00 | OD416117/2024-2025:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets
1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make
a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level
and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of all materials
all labour charges, fabricating etc complete. | 1 | each | 4,242.72 ₹4,242.72 | 3,950 ₹3,950 |
Tender Value
₹6.7 L
EMD Value
₹16,847
Closing Date
6 Feb 2026, 4:00 pmClosed
VINOD.P.V
NILESHWARAM MUNICIPLATY
MLA-SDF-MLA SDF 2024-25 Trikaripur constituency - Sri M rajagopalan MLA - Nileshwaram Municipality- Pattena Mungath - EMS Nager road Concreting
2026_LSGD_831861_13
ET05/2025/AE/LIDEW/NLR MLTY/2025-26
Open Tender
Civil Works - Roads
NILESHWARAM MUNICIPLATY
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,490
Yes
₹16,847
Yes
20 Apr 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
ROAD CONCRETING
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
4.11.2: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.
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)
OD416117/2024-2025:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of all materials all labour charges, fabricating etc complete.
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