Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹5.7 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | l1 | Accepted-AOC l1 | |
| 2 | l2₹5.9 L+₹16,056.04 (2.82%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | l2 | Rejected-AOC l2 | |
| 3 | l3₹6.0 L+₹29,153.35 (5.12%)Rejected-AOC | l3 | Rejected-AOC l3 | |
| 4 | l4₹6.7 L+₹1.0 L (18.1%)Rejected-AOC | l4 | Rejected-AOC l4 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L1 | JOSEPH K P L2 | SIJIL KUMAR L3 | K B ANILKUMAR L4 |
|---|---|---|---|---|---|---|---|
| 1.00road improvement | |||||||
| 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. | 403.6 | sqm | 14.31 ₹5,775.52 | 16.01 ₹6,461.64 | 8.33 ₹3,361.99 Lowest | 16.79 ₹6,776.44 |
| 1.00 | OD16276/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade | 4 | cum | 847.1 ₹3,388.4 Lowest | 947.54 ₹3,790.16 | 864.81 ₹3,459.24 | 994.92 ₹3,979.68 |
| 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. | 39.83 | cum | 2,145.66 ₹85,461.64 Lowest | 2,270.43 ₹90,431.23 | 2,285.34 ₹91,025.09 | 2,608.27 ₹1,03,887.39 |
| 1.00 | OD83377/2025-2026:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic
blocks of approved size, design &amp; shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness, etc all complete as per the
Engineer- in- charge. | 405.6 | 1 sqm | 1,066.93 ₹4,32,746.81 Lowest | 1,086.21 ₹4,40,566.78 | 1,151.66 ₹4,67,113.3 | 1,253.1 ₹5,08,257.36 |
| 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) | 5.09 | cum | 8,179.86 ₹41,627.31 | 8,607.96 ₹43,805.91 | 6,522.58 ₹33,193.41 Lowest | 9,646.08 ₹49,088.9 |
Tender Value
₹6.4 L
EMD Value
₹16,000
Closing Date
1 Jul 2025, 2:00 pmClosed
Assistant engineer
Office of AE
Annual Plan-129/2025-26-Edavilangu gp-Improvements to Mahathma Road Kunjayini KVHS link Road Ward -9
2025_LSGD_771384_1
13/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
edavilangu GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,415
₹16,000
25 Aug 2025
24 Jun 2025
3 Jul 2025
24 Jun 2025
1 Jul 2025
24 Jun 2025
Amount
road improvement
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.
OD16276/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade
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.
OD83377/2025-2026:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design &amp; shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc all complete as per the Engineer- in- charge.
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)
JOSEPH K P (BID ID -2237324)
SIJIL KUMAR (BID ID -2237384)
K B ANILKUMAR (BID ID -2236469)
Bidder Name
M/S SAJEEVAN P A
SIJIL KUMAR
JOSEPH K P
K B ANILKUMAR
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1258916.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 • 0.03 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 .