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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 27/08/2025 | |
| 2 | L2₹3.8 L+₹51,301 (15.5%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | kc joseph L1 | JOSEPH N C L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 300 | sqm | 11.65 ₹3,495 Lowest | 13.46 ₹4,038 |
| 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. | 4.5 | cum | 1,809.21 ₹8,141.45 Lowest | 2,090.14 ₹9,405.63 |
| 1.00 | OD61647/2025-2026: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. | 18 | cum | 148.28 ₹2,669.04 Lowest | 171.31 ₹3,083.58 |
| 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) | 45 | cum | 6,961.51 ₹3,13,267.95 Lowest | 8,042.47 ₹3,61,911.15 |
| 1.00 | OD61648/2025-2026:Supplying and fitting name boards of size 75cmx45cm made with GI plain sheets
1.25mm thick (classiv)fitted with 35*35*4mm MS angle 2Nos horizontaly and 3Nos vertically
to make a frame
for strengthening the GI Sheet fitted 2nos ,32mmGI pipe vertically 90cm above from GL and
fixing in cc
1:2:4,30*30*30cm including cost and conveyance of all materials all labour charges,fabricating
etc complete | 1 | no | 2,808.83 ₹2,808.83 Lowest | 3,244.97 ₹3,244.97 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
8 Aug 2025, 6:00 pmClosed
SAJU P
AE OFFICE PERAVOOR PANCHAYATH
Annual Plan-PERAVOOR GP PROJECT NO 59 2025-26-CENTER MURINGODI KARIKKOTTUVAYAL ROAD MAINTENANCE-General Civil Work
2025_LSGD_780427_23
ET-1/2025-26/AE/LSGD/PVR
Open Tender
Civil Works - Roads
Item Rate
180 days
Peravoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
2 Sept 2025
1 Aug 2025
12 Aug 2025
1 Aug 2025
8 Aug 2025
1 Aug 2025
Amount
ROAD CONCRETING
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
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.
OD61647/2025-2026: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.
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)
OD61648/2025-2026:Supplying and fitting name boards of size 75cmx45cm made with GI plain sheets 1.25mm thick (classiv)fitted with 35*35*4mm MS angle 2Nos horizontaly and 3Nos vertically to make a frame for strengthening the GI Sheet fitted 2nos ,32mmGI pipe vertically 90cm above from GL and fixing in cc 1:2:4,30*30*30cm including cost and conveyance of all materials all labour charges,fabricating etc complete
JOSEPH N C (BID ID -2279343)
Bidder Name
kc joseph
JOSEPH N C
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