Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | ₹4.8 L | L1 | Accepted-AOC Valid |
| 2 | L2₹5.1 LRejected-AOC | ₹5.1 L | L2 | Rejected-AOC Valid |
| 3 | L3₹5.1 LRejected-AOC | ₹5.1 L | L3 | Rejected-AOC Valid |
| Sl No | Description | Qty | Unit | YOUSAF P L1 | LAKSHMANAN C L3 | P G BABU L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | OD524989/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up o 50m and lift up to 1.5m in all kinds of soil. | 150 | sqm | 34.88 ₹5,232 | 50 ₹7,500 | 36.75 ₹5,512.50 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 17.8 | cum | 3,167.65 ₹56,384.17 | 3,340 ₹59,452 | 3,337.88 ₹59,414.26 |
| 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) | 40.2 | cum | 9,076 ₹3.6 L | 9,570 ₹3.8 L | 9,563.75 ₹3.8 L |
| 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. | 8.26 | cum | 63.43 ₹523.93 | 90 ₹743.40 | 66.84 ₹552.10 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.46 | cum | 8,718.21 ₹47,601.43 | 9,200 ₹50,232 | 9,186.73 ₹50,159.55 |
| 2.00Road Chappath | ||||||
| 2.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.15 | cum | 2,388.57 ₹7,524 | 2,530 ₹7,969.50 | 2,516.93 ₹7,928.33 |
Tender Value
₹5.1 L
EMD Value
₹12,701
Closing Date
24 Mar 2026, 5:00 pmClosed
Assistant Engineer
LIDEW Section Pudur Grama Panchayath Pudur
Road
2026_LSGD_847241_4
5/ET/AE/LIDEW/PGP/2025-26
Open Tender
Civil Works - Roads
PUDUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,120
Yes
₹12,701
Yes
19 May 2026
16 Mar 2026
26 Mar 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
ROAD CONCRETE
OD524989/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up o 50m and lift up to 1.5m in all kinds of soil.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (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)
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.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Road Chappath
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.37 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
Affidavit1.pdf
Tender Documents • 0.28 MB
BOQ_1431803.xls
BOQ • 0.30 MB
Fot1.pdf
Tender Documents • 0.34 MB
Preliminary1.pdf
Tender Documents • 0.29 MB
Remitted1.pdf
Tender Documents • 0.47 MB
Sbd1.pdf
Tender Documents • 1.07 MB
Download all tender documents and submit your bid