Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹4.3 L+₹10,251.86 (2.43%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M.H. ABDUL KHADER L1 | Bhovas Alias Chandrabose L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 55.01 | cum | 440 ₹24,205.72 | 50 ₹2,750.65 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. | 34.12 | cum | 1,600 ₹54,600 Lowest | 1,940 ₹66,202.5 |
| 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) | 51.19 | cum | 6,408.56 ₹3,28,041.37 Lowest | 6,800 ₹3,48,078.4 |
| 2.00SIDE PROTECTION | |||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1.73 | cum | 300 ₹519.9 | 250 ₹433.25 Lowest |
| 2.00 | OD388145/2025-2026: Laterite neatly dressed stones of size 35x20x20cm in cement mortar 1:6 for foundation and basemen or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 3.08 | cum | 4,800 ₹14,788.8 Lowest | 4,850 ₹14,942.85 |
Tender Value
₹5.9 L
EMD Value
₹14,819
Closing Date
21 Feb 2026, 6:00 pmClosed
Asst. Engineer
LID EW Section Uduma G.P
Annual Plan-PRO.NO. 432/26 Concreting Of M C F Road-UDUMA GP
2026_LSGD_836014_14
07/AE/LID and EW/UP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Uduma G.P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,819
Yes
8 Jun 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 55.01 | cum | - | - |
| 1.002 | 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. | 34.13 | cum | - | - |
| 1.003 | 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) | 51.19 | cum | - | - |
| 2SIDE PROTECTION | |||||
| 2.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1.73 | cum | - | - |
| 2.002 | OD388145/2025-2026: Laterite neatly dressed stones of size 35x20x20cm in cement mortar 1:6 for foundation and basemen or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 3.08 | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1407727.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 • 0.20 MB
Tendernotice_2.pdf
PDF • 0.26 MB
Tendernotice_3.pdf
PDF • 0.18 MB
Tendernotice_4.pdf
PDF • 0.19 MB
Tendernotice_5.pdf
PDF • 0.25 MB
Tendernotice_6.pdf
PDF • 0.24 MB
BOQ_1407727.xls
BOQ • 0.30 MB
SBD432.pdf
Tender Documents • 1.83 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 .