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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.7 LAccepted-AOC | 1 | Accepted-AOC L1 Bidder Agreement executed | |
| 2 | 2₹8.0 L+₹33,203.76 (4.31%)Rejected-AOC | 2 | Rejected-AOC Already L1 Bidder agreement executed | |
| 3 | 3₹8.2 L+₹50,879.11 (6.61%)Rejected-Finance | 3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Vijayan KA L2 | ALI AKBAR L1 | DILEEP. I.S L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD INTERLOCKING | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 22.2 | cum | 416.77 ₹9,252.29 | 399.56 ₹8,870.23 Lowest | 420 ₹9,324 |
| 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. | 414.4 | sqm | 15.11 ₹6,261.58 | 14.48 ₹6,000.51 Lowest | 16.01 ₹6,634.54 |
| 1.00 | OD188722/2025-2026:Filling with Quarry muck - Filling up low lying / water logged areas with local materials/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade | 20.25 | cum | 894.48 ₹18,113.22 | 857.51 ₹17,364.58 Lowest | 920 ₹18,630 |
| 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. | 44.4 | cum | 2,344.96 ₹1,04,116.22 | 2,248.03 ₹99,812.53 | 2,100 ₹93,240 Lowest |
| 1.00 | OD188721/2025-2026:Supplying and laying interlocking cement Concrete paver block tiles 80 mm or nearest size thickness,minimum strength M 40 (conforming to IS 15658:2006,for medium traffic Low Volume roads)including providing a layer of 6 mm aggregate for 5 cm thickness,then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,inclusive of all cost and conveyance charges etc.complete(MoRTH 55.23modified) | 536.55 | sqm | 1,126.6 ₹6,04,477.23 | 1,080.05 ₹5,79,500.83 Lowest | 1,180 ₹6,33,129 |
| 1.01 | 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) | 6.84 | cum | 8,672.27 ₹59,318.33 | 8,313.99 ₹56,867.69 Lowest | 8,500 ₹58,140 |
| 1.01 | OD212677/2025-2026:Supplying and fixing Name board as directed by dept officers | 1 | each | 1,966.83 ₹1,966.83 | 1,885.57 ₹1,885.57 Lowest | 2,083.51 ₹2,083.51 |
Tender Value
₹8.5 L
EMD Value
₹21,279
Closing Date
24 Sept 2025, 3:00 pmClosed
Assistant Engineer
Assistant Engineer LID and EW Section Punnayurkulam Grama Panchayat
Annual Plan-PUNNAYURKULAM GP PROJ NO.358/26-ELLOORKAYIL ROAD INTERLOCKING - WARD 11-General Civil Work
2025_LSGD_797593_3
02/2025-26/AE/LSGD/PKLM
Open Tender
Civil Works - Roads
Item Rate
180 days
Punnayurkulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,880
Yes
₹21,279
Yes
25 Oct 2025
16 Sept 2025
26 Sept 2025
16 Sept 2025
24 Sept 2025
16 Sept 2025
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