Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | ₹6.3 L | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY MUHAMMAD SIDHIQUE |
| 2 | L2₹7.2 LRejected-AOC | ₹7.2 L | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY MUHAMMAD SIDHIQUE |
| 3 | L3₹7.6 LRejected-AOC ADIMALI G P | ₹7.6 L | L3 | Rejected-AOC LOWEST AMOUNT QUOTED BY MUHAMMAD SIDHIQUE |
| Sl No | Description | Qty | Unit | Adimali Labour Contract Cooperative Soceity L3 | T N BALAN L2 | MUHAMMAD SIDHIQUE L1 |
|---|---|---|---|---|---|---|
| 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. | 6.45 | cum | 60.28 ₹388.87 | 56.68 ₹365.64 | 49.99 ₹322.49 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 309 | sqm | 14.44 ₹4,461.96 | 13.58 ₹4,196.22 | 11.97 ₹3,698.73 |
| 1.00 | OD501637/2025-2026: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 | 7.5 | cum | 3,008.66 ₹22,564.95 | 2,828.55 ₹21,214.13 | 2,494.99 ₹18,712.43 |
| 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) | 7.26 | cum | 8,286.43 ₹60,142.91 | 7,790.35 ₹56,542.36 | 6,871.67 ₹49,874.58 |
| 1.00 | OD501638/2025-2026:CC with CURING COMPOUND for 15 cm thick _ Providing plain/reinforced concrete (1 cement:2 fine aggregate: 4 coarse aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification including applying of water based concrete curing compound (i) Nominal mix (1:2:4) (Derived from MORD 75.8.1) | 75.6 | cum | 8,926.11 ₹6,74,813.92 | 8,391.74 ₹6,34,415.54 | 7,402.14 ₹5,59,601.78 |
| 1.01 | OD501639/2025-2026:Providing and fixing good Quality Granite name board of size 0.60mX0.30m with lettering, including of all cost, conveyance, labour chaarges etc.,complete | 1 | each | 2,032.56 ₹2,032.56 | 1,910.88 ₹1,910.88 | 1,685.54 ₹1,685.54 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
18 Mar 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI DP PAINAVU
Annual Plan-IDP 2024-25- PALLIVASAL G P- KALLAR-8 ACER ROAD MAINTANANCE-1268/26-General Civil Work
2026_LSGD_845185_11
19/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
180 days
PALLIVASAL GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,186
Yes
24 Jun 2026
9 Mar 2026
21 Mar 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
9 Mar 2026 - 18 Mar 2026
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.
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD501637/2025-2026: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
75.8.1.1.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)
OD501638/2025-2026:CC with CURING COMPOUND for 15 cm thick _ Providing plain/reinforced concrete (1 cement:2 fine aggregate: 4 coarse aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification including applying of water based concrete curing compound (i) Nominal mix (1:2:4) (Derived from MORD 75.8.1)
OD501639/2025-2026:Providing and fixing good Quality Granite name board of size 0.60mX0.30m with lettering, including of all cost, conveyance, labour chaarges etc.,complete
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1427852.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 • 6.11 MB
BID.pdf
Additional Documents • 1.91 MB
BOQ_1427852.xls
BOQ • 0.30 MB
NIT.pdf
Tender Documents • 0.03 MB
Download all tender documents and submit your bid