Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹2.9 L+₹16,942.94 (6.13%)Rejected-AOC KANNUR KERALA 670631 | KANNUR | KERALA | 670631 | L2 | Rejected-AOC Higher rate | |
| 3 | L3₹2.9 L+₹17,958.98 (6.50%)Rejected-Finance | L3 | Rejected-Finance Higher rate | |
| 4 | L4₹3.4 L+₹62,689.27 (22.7%)Rejected-Finance SHABANA MANZIL IRIKKUR | IRIKKUR | KANNUR | KERALA | L4 | Rejected-Finance Higher rate | |
| 5 | L5₹3.4 L+₹66,079.47 (23.9%)Rejected-Finance | L5 | Rejected-Finance Higher rate |
| Sl No | Description | Qty | Unit | Rashid Kayakool L1 | Marzooque K L5 | Sajeer C V K L4 | ABDUL AZEEZ P K L3 | MUHAMMED SKAR V P L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 10 | cum | 41.58 ₹415.8 Lowest | 51.53 ₹515.3 | 51.02 ₹510.2 | 44.28 ₹442.8 | 44.12 ₹441.2 |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 237 | sqm | 38.81 ₹9,197.97 Lowest | 48.1 ₹11,399.7 | 47.62 ₹11,285.94 | 41.33 ₹9,795.21 | 41.19 ₹9,762.03 |
| 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. <br>(ii) Using Gravel mix soil. | 4.2 | cum | 1,890.64 ₹7,940.69 Lowest | 2,343 ₹9,840.6 | 2,319.8 ₹9,743.16 | 2,013.59 ₹8,457.08 | 2,006.63 ₹8,427.85 |
| 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) | 35.55 | cum | 7,274.82 ₹2,58,619.85 Lowest | 9,015.42 ₹3,20,498.18 | 8,926.14 ₹3,17,324.28 | 7,747.91 ₹2,75,438.2 | 7,721.13 ₹2,74,486.17 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
30 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Akshay P AE Irikkur GP
o/o the AE irikkur GP
Irikkur GP 2025 -26 Renovation of Edakkoth vayal Kolodu Chirammal Road-Pro. No. 070/2025-26
2025_LSGD_789718_7
AE/LIDEW/TEN/03/IKR/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Irikkur
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,472
Yes
23 Sept 2025
22 Aug 2025
2 Sept 2025
22 Aug 2025
30 Aug 2025
22 Aug 2025
Amount
Road Concrete
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads 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. <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)
MUHAMMED SKAR V P (BID ID -2315921)
ABDUL AZEEZ P K (BID ID -2317995)
Sajeer C V K (BID ID -2317883)
Marzooque K (BID ID -2317739)
Bidder Name
ABDUL AZEEZ P K
Rashid Kayakool
MUHAMMED SKAR V P
Marzooque K
Sajeer C V K
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1301432.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .