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₹12.7 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No. 26/1 dtd. 29/09/2025 of Maradu Municipality | |
| 2 | L2₹13.3 L+₹63,494.05 (5.00%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | VINOY ANTONY L1 | K K GOPINATHAN L2 |
|---|---|---|---|---|---|
| 1.00Renovation | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 13.5 | cum | 441.5 ₹5,960.25 Lowest | 463.58 ₹6,258.33 |
| 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. | 300 | sqm | 16.01 ₹4,803 Lowest | 16.81 ₹5,043 |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 1.12 | cum | 1,834.08 ₹2,063.34 Lowest | 1,925.78 ₹2,166.5 |
| 1.00 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete | 18.75 | cum | 1,233.92 ₹23,136 Lowest | 1,295.62 ₹24,292.88 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 10.5 | cum | 9,001.46 ₹94,515.33 Lowest | 9,451.53 ₹99,241.07 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 31.5 | cum | 8,796.86 ₹2,77,101.09 Lowest | 9,236.7 ₹2,90,956.05 |
| 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 | 30 | cum | 3,337.88 ₹1,00,136.4 Lowest | 3,504.77 ₹1,05,143.1 |
| 1.01 | OD218492/2025-2026: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 | 2.25 | cum | 3,144.42 ₹7,074.95 Lowest | 3,301.64 ₹7,428.69 |
| 1.01 | OD147293/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size ,design, shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. complete as per the direction of engineer in charge | 322.5 | sqm | 1,160.33 ₹3,74,206.43 Lowest | 1,218.35 ₹3,92,917.88 |
Tender Value
₹12.7 L
EMD Value
₹31,747
Closing Date
1 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SASIKALA P R
Office of the Municipal Engineer, LID and EW Section, Maradu Municipality
Annual Plan-60/2025-26- Interlock tile paving and drain construction at Court Avenue Road in Div -9 of Marad Municipality-General Civil Work
2025_LSGD_788832_6
E3-004/2025-26/AE/LID and EW/EKM
Open Tender
Civil Works - Roads
Item Rate
180 days
Maradu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,747
Yes
21 Nov 2025
21 Aug 2025
2 Sept 2025
21 Aug 2025
1 Sept 2025
21 Aug 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1299865.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 .