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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC L1 ACCEPTED |
| 2 | L2₹3.4 LRejected-AOC | ₹3.4 L | L2 | Rejected-AOC L2 REJECTED |
| 3 | L3₹3.4 LRejected-Finance VELLANKULAMATTATHIL HOUSE KANNARAGOD 671 | KANNARAGOD | KERALA | ₹3.4 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | G S RAJEEV L1 | Sinoj M George L2 | Benny Jose L3 |
|---|---|---|---|---|---|---|
| 1.00footpath concrete | ||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 66 | cum | 13.42 ₹885.72 | 13.83 ₹912.78 | 14.24 ₹939.84 |
| 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) | 33 | cum | 7,657.1 ₹2.5 L | 7,890.44 ₹2.6 L | 8,123.79 ₹2.7 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9.9 | cum | 544.36 ₹5,389.16 | 560.94 ₹5,553.31 | 577.54 ₹5,717.65 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 6.22 | cum | 45.56 ₹283.61 | 46.95 ₹292.26 | 48.33 ₹300.85 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.8 | cum | 7,502.73 ₹6,002.18 | 7,731.32 ₹6,185.06 | 7,960 ₹6,368 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 3.12 | cum | 7,332.16 ₹22,876.34 | 7,555.59 ₹23,573.44 | 7,779.04 ₹24,270.60 |
| 1.01 | OD223549/2025-2026:Steel work for purlin/single section with MS tubes including cutting,hoisting,fixing in position
and applying aprimer coat of approved steel primer,including welding and bolted with special
shaped washers etc.complete | 286.56 | kilogram | 134.41 ₹38,516.53 | 138.51 ₹39,691.43 | 142.6 ₹40,863.46 |
Tender Value
₹3.7 L
EMD Value
₹9,217
Closing Date
13 Oct 2025, 5:00 pmClosed
ASSISTANT ENGINEER
PANATHADY GP
Annual Plan-Pro.No 104/2025-26 Kurinji ST Unnathi Footpath In Panathady GP
2025_LSGD_805090_14
AE/LSGD/PDY/TEN/02/25-26
Open Tender
Civil Works - Roads
PANATHADY
Please refer Tender documents.
12 documents required · 12 mandatory
₹815
₹9,217
11 Mar 2026
6 Oct 2025
15 Oct 2025
6 Oct 2025
13 Oct 2025
6 Oct 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1340577.pdf
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details.html
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