Loading
Loading…
Loading…
| Sl No | Description | Qty | Unit | BAIJU V L2 | SAMASYA.M L1 |
|---|---|---|---|---|---|
| 1.00Road concreting | |||||
| 1.00 | OD360354/2025-2026:Construction of embankment with approved material obtained
from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope
and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5 (WITH POWER ROLLER) | 25.75 | cum | 1,406.36 ₹36,213.77 | 1,406 ₹36,204.5 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. <br>(ii) Using Gravel mix soil. | 12.88 | cum | 2,484.07 ₹31,982.4 | 2,484 ₹31,981.5 Lowest |
| 1.00 | 75.8.1: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) | 19.31 | cum | 9,563.75 ₹1,84,704.7 | 9,563 ₹1,84,690.22 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,323
Closing Date
1 Nov 2025, 6:00 pmClosed
Assistant Engineer
LSGD PUNNAPRA SOUTH
PR NO 77/26(KOOLIPARAMBDHAYANANDAN HOUSE TO MADAMPOTTIL) CONCRETING OF FOOTHPATHS IN WRAD 5
2025_LSGD_814656_4
05T/AE/LSGD/PSGP
Open Tender
Civil Works - Roads
Item Wise
180 days
punnapra south gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,323
Yes
20 May 2026
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
Road concreting
OD360354/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)
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.
75.8.1: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)
BAIJU V (BID ID -2420885)
Bidder Name
BAIJU V
SAMASYA.M
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.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
Tendernotice_1.pdf
PDF • 0.85 MB
BOQ_1362835.xls
BOQ • 0.23 MB
viewsbd.pdf
Tender Documents • 1.65 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 .