Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ANVER SADIQUE P C L1 | NISAR T P L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 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 | 2.61 | cum | 400 ₹1,044 Lowest | 450 ₹1,174.5 |
| 1.00 | OD147624/2024-2025:DRY RUBBLE MASONRY -Dry rubble with out concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc | 8.82 | cum | 3,820 ₹33,692.4 Lowest | 3,850 ₹33,957 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 30.15 | cum | 14 ₹422.1 Lowest | 14 ₹422.1 Lowest |
| 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. | 20.1 | cum | 2,280 ₹45,828 Lowest | 2,280 ₹45,828 Lowest |
| 1.00 | OD147628/2024-2025: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) | 30.15 | cum | 8,446 ₹2,54,646.9 Lowest | 8,446 ₹2,54,646.9 Lowest |
| 1.01 | OD32105/2025-2026:upplying and fixing "Shila Phalakam" with Granite stone of Size 900mm x 600mm or nearest on prepared wall with Engraving English and/or Malayalam letters of specified size on Hard stone including all cost, conveyance, labour charges etc complete | 1 | 1 nos | 2,300 ₹2,300 Lowest | 2,300 ₹2,300 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,452
Closing Date
8 Aug 2025, 3:00 pmClosed
KODUVALLY
KODUVALLY MUNICIPALITY
MPLADS-CONSTRUCTION OF IYYOTHIYIL KOYAPPATAMMAL ROAD-General Civil Work
2025_UAD_780146_5
MPLADS/ MLA SDF Tender
Open Tender
Civil Works - Roads
Item Rate
KODUVALLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹745
Yes
₹8,452
Yes
23 Aug 2025
29 Jul 2025
11 Aug 2025
29 Jul 2025
8 Aug 2025
29 Jul 2025
Amount
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
OD147624/2024-2025:DRY RUBBLE MASONRY -Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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.
OD147628/2024-2025: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)
OD32105/2025-2026:upplying and fixing "Shila Phalakam" with Granite stone of Size 900mm x 600mm or nearest on prepared wall with Engraving English and/or Malayalam letters of specified size on Hard stone including all cost, conveyance, labour charges etc complete
NISAR T P (BID ID -2279460)
Bidder Name
ANVER SADIQUE P C
NISAR T P
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1278607.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 .