Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.5 LAccepted-AOC | 1 | Accepted-AOC 1ST LOWEST | |
| 2 | 2₹5.6 L+₹3,533.04 (0.64%)Rejected-AOC | 2 | Rejected-AOC 2ND LOWEST |
| Sl No | Description | Qty | Unit | V.M.MAJEED L1 | PRASEED P.T L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 80.85 | cum | 65.57 ₹5,301.33 Lowest | 88.57 ₹7,160.88 |
| 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. | 32.34 | cum | 2,480.07 ₹80,205.46 Lowest | 2,494.07 ₹80,658.22 |
| 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) | 48.51 | cum | 9,560.75 ₹4,63,791.98 Lowest | 9,583.75 ₹4,64,907.71 |
| 1.00 | OD234415/2025-2026:Providing and erecting Name Board (90cm*50cm size) of 2mm thick M.S.
Sheet painted with required letters, figures with epoxy paint Supported
and welded on one nos. 32mm GI tube 2mm thick 1.80 m height duly
strengthened by 25mm*5mm MS flat iron on edges on back firmly fixed
to the ground by means of PCC1:2:4 300mm * 300mm*400mm , 200mm
below ground level as per approved drawing and Technical Specification
(10.3.B Mod). | 1 | each | 4,345.33 ₹4,345.33 Lowest | 4,450.33 ₹4,450.33 |
Tender Value
₹5.5 L
EMD Value
₹13,854
Closing Date
26 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
AE LSGD LID EW SECTION PANANCHERY GP
PANANCHERY GP PRO.NO 103/2025-26 -ST MARTIN STREET ROAD RENNOVATION WARD 23
2026_LSGD_836985_2
14/2025-26/AE/LIDEW/PCY/PHASE XIV
Open Tender
Civil Works - Roads
Item Rate
PANANCHERY PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,225
Yes
₹13,854
Yes
30 May 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
ROAD CONCRETING
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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.
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)
OD234415/2025-2026:Providing and erecting Name Board (90cm*50cm size) of 2mm thick M.S. Sheet painted with required letters, figures with epoxy paint Supported and welded on one nos. 32mm GI tube 2mm thick 1.80 m height duly strengthened by 25mm*5mm MS flat iron on edges on back firmly fixed to the ground by means of PCC1:2:4 300mm * 300mm*400mm , 200mm below ground level as per approved drawing and Technical Specification (10.3.B Mod).
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1409456.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 • 0.28 MB
NIT.pdf
Tender Documents • 0.27 MB
FD103.pdf
Tender Documents • 0.33 MB
SBD103.pdf
Tender Documents • 2.22 MB
FT103.pdf
Tender Documents • 0.25 MB
PA103.pdf
Tender Documents • 0.25 MB
AFF103.pdf
Tender Documents • 0.23 MB
EPay.pdf
Tender Documents • 0.23 MB
BOQ_1409456.xls
BOQ • 0.30 MB
FIP.pdf
Tender Documents • 0.23 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 .