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₹16.3 LAccepted-AOC MADAVOOR PO KOZHIKODE PIN 673585 | KOZHIKODE | KERALA | 673585 | L1 | Accepted-AOC AGMNT EXECUTED | |
| 2 | L2₹16.9 L+₹57,353 (3.51%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MUHAMMED ASHARAF.O L2 | ASHRAF M L1 | MUHAMMED O L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | OD209138/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). | 582.6 | sqm | 7 ₹4,078.2 | 6 ₹3,495.6 Lowest | 7 ₹4,078.2 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 190 | sqm | 14 ₹2,660 | 12 ₹2,280 Lowest | 14 ₹2,660 |
| 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. | 68.71 | cum | 2,283 ₹1,56,864.93 | 2,000 ₹1,37,420 Lowest | 2,283 ₹1,56,864.93 |
| 1.00 | OD213906/2025-2026:Interlocking concrete block pavement providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504 | 297.6 | sqm | 970 ₹2,88,672 Lowest | 970 ₹2,88,672 Lowest | 971 ₹2,88,969.6 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.18 | cum | 8,775 ₹36,723.38 | 8,500 ₹35,572.5 Lowest | 8,775 ₹36,723.38 |
| 1.01 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 71.25 | cum | 3,449 ₹2,45,741.25 | 3,300 ₹2,35,125 Lowest | 3,449 ₹2,45,741.25 |
| 1.01 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 475 | sqm | 75 ₹35,625 | 74 ₹35,150 Lowest | 75 ₹35,625 |
| 1.01 | 5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 475 | sqm | 16 ₹7,600 | 14 ₹6,650 Lowest | 16 ₹7,600 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 475 | sqm | 275 ₹1,30,625 | 272 ₹1,29,200 Lowest | 275 ₹1,30,625 |
Tender Value
₹16.9 L
EMD Value
₹42,352
Closing Date
12 Sept 2025, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SUPERINTENDING ENGINEER
O/o SE, Kozhikode Corporation, [email protected]
Please refer Tender document
2025_LSGD_790295_1
PP/EG7/2025-26/SE/313
Open Tender
Civil Works - Roads
Item Rate
300 days
Kozhikode Corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹42,352
Yes
30 Oct 2025
3 Sept 2025
12 Sept 2025
3 Sept 2025
12 Sept 2025
3 Sept 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1312412.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 .