Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹6.1 L | L1 | Accepted-AOC lowest bid |
| 2 | L2₹6.2 LRejected-AOC 1401 DISTRICT TREASURY PALAKKAD | PALAKKAD | KERALA | 672122 | ₹6.2 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAJITHKUMAR.M L2 | NIKHIL. C .K L1 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 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. | 276.4 | sqm | 11.67 ₹3,225.59 | 11.62 ₹3,211.77 |
| 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. | 2.2 | cum | 48.73 ₹107.21 | 48.53 ₹106.77 |
| 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 | 40.9 | cum | 2,433.31 ₹99,512.65 | 2,423.3 ₹99,103.28 |
| 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) | 76.46 | cum | 6,697.13 ₹5.1 L | 6,669.57 ₹5.1 L |
| 1.00 | OD456432/2025-2026:Supplying and fixing ready made Gi name board with all conveyance and labour and hire charges etc complete Using GI 75mm 4mm post outer frame 0.6mm thick iron sheet of size90*60 cmwith two coat enamel paint etc copmplete. | 1 | each | 2,206.48 ₹2,206.48 | 2,197.4 ₹2,197.40 |
Tender Value
₹10 L
EMD Value
₹25,000
Closing Date
25 Feb 2026, 4:00 pmClosed
assistant executive engineer Lid and ew nemmara
Office of the assistant executive engineer LID EW Nemmara Block panchayat
Annual Plan202526 Nemmara Block Panchayth pro No 35 2526 Idiyampotta sanketham samagravikasanam in nemmara grama panchayath pro no35 2025 26
2026_LSGD_837178_6
D1-T005/2025-26
Open Tender
Civil Works - Roads
Office of the assistant executive engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
Yes
₹25,000
Yes
4 Jun 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
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.
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) <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)
OD456432/2025-2026:Supplying and fixing ready made Gi name board with all conveyance and labour and hire charges etc complete Using GI 75mm 4mm post outer frame 0.6mm thick iron sheet of size90*60 cmwith two coat enamel paint etc copmplete.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1410252.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 • 1.30 MB
Tendernotice_2.pdf
PDF • 0.41 MB
Tendernotice_3.pdf
PDF • 0.04 MB
Tendernotice_4.pdf
PDF • 0.40 MB
Tendernotice_5.pdf
PDF • 0.18 MB
BOQ_1410252.xls
BOQ • 0.30 MB
idipdf.pdf
Tender Documents • 0.69 MB
Download all tender documents and submit your bid