Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40,869.92Accepted-AOC | ₹40,869.92 | L1 | Accepted-AOC AS PER PANCHAYATH COMMITTEE RESOLUTION |
| 2 | L2₹41,917.15Rejected-AOC | ₹41,917.15 | L2 | Rejected-AOC AS PER PANCHAYATH COMMITTEE RESOLUTION |
| Sl No | Description | Qty | Unit | ABDUL HAKKEEM V P L1 | RATHNAKARAN K L2 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 7.64 | cum | 130 ₹993.72 | 142 ₹1,085.45 |
| 1.00 | 4.1.A.1: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 2.55 | cum | 2,750 ₹7,007 | 2,900 ₹7,389.2 |
| 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) | 3.82 | cum | 8,600 ₹32,869.2 | 8,750 ₹33,442.5 |
Tender Value
₹41,917
EMD Value
₹1,048
Closing Date
14 Nov 2025, 5:00 pmClosed
AE
AE,LID AND EW SECTION, KURUVATTUR GP
ROAD
2025_LSGD_820109_4
AE/LIDEW/KVR/5/2025-26
Open Tender
Civil Works - Roads
KURUVATTUR
9 documents required · 9 mandatory
₹335
Yes
₹1,048
Yes
11 Feb 2026
7 Nov 2025
17 Nov 2025
7 Nov 2025
14 Nov 2025
7 Nov 2025
Amount
DETAILED ESTIMATE
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.1.A.1: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
RATHNAKARAN K (BID ID -2438431)
Bidder Name
ABDUL HAKKEEM V P
RATHNAKARAN K
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1375098.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 • 0.22 MB
combinepdf.pdf
Tender Documents • 0.17 MB
PRELIM.pdf
Tender Documents • 0.12 MB
SBDNITMULLAPPALI.pdf
Tender Documents • 1.76 MB
BOQ_1375098.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid