Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC LOW RATE |
| 2 | L2₹4.0 L+₹2,188.70 (0.55%)Rejected-AOC | ₹4.0 L+₹2,188.70 (0.55%) | L2 | Rejected-AOC HIGH RATE |
| 3 | Rejected-Technical | - | - | Rejected-Technical HIGHER RATE |
| 4 | Rejected-Technical | - | - | Rejected-Technical HIGHER RATE |
| 5 | Rejected-Technical | - | - | Rejected-Technical HIGHER RATE |
| Sl No | Description | Qty | Unit | C P ABOOBACKER L2 | MUHAMMED FAZAL L7 | BIJU V P L4 | SALIM V M L5 | K M ALI L3 | SAMU P V L8 | SAFEER KS L6 | ABISHER P A L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00laying of interlock tiles at andicompany assisi road | |||||||||||
| 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. | 253 | sqm | 14.8 ₹3,744.4 | 15.52 ₹3,926.56 | 16.01 ₹4,050.53 | 16 ₹4,048 | 14.83 ₹3,751.99 | 15 ₹3,795 | 15.2 ₹3,845.6 | 14.73 ₹3,726.69 Lowest |
| 1.00 | OD49648/2026-2027: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 plate vibrator to acheive the desired density,complete as per technical specification clause 401.(i) for grading 1 material. | 5.95 | cum | 2,932.19 ₹17,440.67 | 3,074.83 ₹18,289.09 | 3,075 ₹18,290.1 | 3,169 ₹18,849.21 | 2,935.35 ₹17,459.46 | 3,000 ₹17,844 | 2,973.71 ₹17,687.63 | 2,916.05 ₹17,344.67 Lowest |
| 1.00 | OD49653/2026-2027:Providing and laying of interlocking Concrete block pavements using 80mm M40 hydraulic
blocks of approved size ,design &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
direction of Engineer -in -charge | 336.88 | 1 sqm | 1,073.31 ₹3,61,571.31 | 1,125.52 ₹3,79,159.55 | 1,075 ₹3,62,140.63 | 1,070 ₹3,60,456.25 | 1,074.47 ₹3,61,962.08 | 1,150 ₹3,87,406.25 | 1,088.66 ₹3,66,742.34 | 1,067.39 ₹3,59,577.01 Lowest |
| 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) | 1.72 | cum | 8,497.73 ₹14,633.09 | 8,911.13 ₹15,344.97 | 8,500 ₹14,637 | 9,186 ₹15,818.29 | 8,505.2 ₹14,645.95 | 9,000 ₹15,498 | 8,618.1 ₹14,840.37 | 8,450.87 ₹14,552.4 Lowest |
Tender Value
₹4.3 L
EMD Value
₹10,740
Closing Date
22 Jun 2026, 3:00 pmClosed
AE ALUVA MUNICIPALITY
Office of the Assistant Executive Engineer, LID EW Section, ALUVA MUNICIPALITY
WARD 17 - MAINTENANCE OF ANDICOMPANY CANAL SIDE ROAD WITHIN THE JURISDICTION OF ALUVA MUNICIPALITY 50/2026-27
2026_LSGD_855509_1
01/50/2026/AE/LID EWALUVAMC
Open Tender
Civil Works - Roads
Item Rate
180 days
ALUVA MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹950
Yes
₹10,740
Yes
5 Aug 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1laying of interlock tiles at andicompany assisi road | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD49648/2026-2027: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 plate vibrator to acheive the desired density,complete as per technical specification clause 401.(i) for grading 1 material. | - | cum | - | - |
| 1.003 | OD49653/2026-2027:Providing and laying of interlocking Concrete block pavements using 80mm M40 hydraulic
blocks of approved size ,design &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
direction of Engineer -in -charge | - | 1 sqm | - | - |
| 1.004 | 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) | - | cum | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1445866.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
Tendernotice_1.pdf
PDF • 3.37 MB
Tendernotice_2.pdf
PDF • 0.05 MB
COMBINEDPDF.pdf
Tender Documents • 3.36 MB
BOQ_1445866.xls
BOQ • 0.30 MB
SBD50.pdf
Tender Documents • 2.86 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 .