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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | ₹2.6 L | L1 | Accepted-AOC agreement executed on 2/2/26 |
| 2 | L2₹2.7 L+₹12,597.54 (4.82%)Rejected-AOC PALAKKAD KANJIKODE | PALAKKAD | KERALA | 672122 | ₹2.7 L+₹12,597.54 (4.82%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹2.7 L+₹13,544.91 (5.18%)Rejected-AOC | ₹2.7 L+₹13,544.91 (5.18%) | L3 | Rejected-AOC Higher rate and hence not admitted |
| 4 | L4₹2.8 L+₹13,971.58 (5.34%)Rejected-AOC | ₹2.8 L+₹13,971.58 (5.34%) | L4 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Sasikumar N L2 | Nakshathra construction L3 | RAVI P L4 | ANIRUDH A L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTANANCE | |||||||
| 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. | 188.06 | sqm | 12.96 ₹2,437.19 | 13 ₹2,444.72 | 13 ₹2,444.72 | 12.36 ₹2,324.36 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 18.81 | cum | 2,701.01 ₹50,795.19 | 2,710.36 ₹50,971.03 | 2,714.5 ₹51,048.89 | 2,576.84 ₹48,460.05 Lowest |
| 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) | 28.21 | cum | 7,738.99 ₹2,18,301.43 | 7,765.77 ₹2,19,056.84 | 7,778 ₹2,19,401.82 | 7,383.22 ₹2,08,265.87 Lowest |
| 1.00 | OD321066/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges
etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm
thick iron sheet of size
90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour
and size, fixing the post inground with CC etc complete | 1 | 1 nos | 2,480.08 ₹2,480.08 | 2,488.67 ₹2,488.67 | 2,492.5 ₹2,492.5 | 2,366.07 ₹2,366.07 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,466
Closing Date
9 Jan 2026, 3:00 pmClosed
Assistant Engineer - VINITHA P
Office of the Assistant Engineer, LID EW Section, Pudussery GP
Project No. 383 Ward No. 11 - Mariyamman street kizhakke attappallam Road Renovation
2025_LSGD_824608_2
ET05/AE/LSGD/PGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Pudussery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,466
Yes
4 Feb 2026
31 Dec 2025
13 Jan 2026
31 Dec 2025
9 Jan 2026
31 Dec 2025
Amount
ROAD MAINTANANCE
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (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)
OD321066/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour and size, fixing the post inground with CC etc complete
Sasikumar N (BID ID -2454597)
Nakshathra construction (BID ID -2454992)
RAVI P (BID ID -2454854)
Bidder Name
Nakshathra construction
Sasikumar N
ANIRUDH A
RAVI P
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