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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC Accepted Vide Resolution No.4(1) dtd.21-08-2025 of Velom GP |
| 2 | L2₹3.2 LRejected-AOC CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | ₹3.2 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | BIJU L2 | RANJITH T M L3 | SHAJU C M L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 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. | 15.83 | cum | 62.67 ₹992.32 | 67.28 ₹1,065.31 | 62.53 ₹990.1 |
| 1.00 | OD143475/2025-2026:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials,labour charges etc complete | 44.03 | cum | 3,688.73 ₹1,62,403.72 | 3,960.52 ₹1,74,369.81 | 3,680.96 ₹1,62,061.63 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.77 | cum | 8,145.58 ₹30,708.84 | 8,745.76 ₹32,971.52 | 8,128.43 ₹30,644.18 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 15.3 | cum | 14.29 ₹218.64 | 15.35 ₹234.86 | 14.27 ₹218.33 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 9 | cum | 586.89 ₹5,282.01 | 630.14 ₹5,671.26 | 585.67 ₹5,271.03 |
| 1.01 | 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 | 7.8 | cum | 2,968.25 ₹23,152.35 | 3,186.99 ₹24,858.52 | 2,961.99 ₹23,103.52 |
| 1.01 | 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) | 11.7 | cum | 8,479.83 ₹99,214.01 | 9,104.69 ₹1,06,524.87 | 8,461.99 ₹99,005.28 |
Tender Value
₹3.4 L
Closing Date
12 Aug 2025, 5:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LIDEW VELOM GP
Annual Plan-VELOM GPPALLIYATH MARAKKARAMBATHU ROAD IN WARD13-PROJ NO71/2025-26
2025_LSGD_781768_1
13/TENDER/2025/AE/LIDEW/VELOM
Open Tender
Civil Works - Roads
240 days
VELOM GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,473
Yes
Yes
7 Feb 2026
2 Aug 2025
14 Aug 2025
2 Aug 2025
12 Aug 2025
2 Aug 2025
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