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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.9 L+₹3,388.56 (0.49%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical ACHARATH HOUSE KALLADIKODE | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | V A ABDUL MUTHALIF L2 | A SUGUNANUNNI L3 | DINAKARAN.K L1 | ANWAR V A L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Re- concrete & Re-Storation | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 50.49 | cum | 54.61 ₹2,757.26 | 55.14 ₹2,784.02 | 54.34 ₹2,743.63 Lowest | 70.18 ₹3,543.39 |
| 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 | 22.44 | cum | 2,727.05 ₹61,195 | 2,753.75 ₹61,794.15 | 2,713.69 ₹60,895.2 Lowest | 3,504.77 ₹78,647.04 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 22.44 | cum | 3,064.27 ₹68,762.22 | 3,094.27 ₹69,435.42 | 3,049.27 ₹68,425.62 Lowest | 3,938.17 ₹88,372.53 |
| 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) | 68.97 | cum | 7,813.58 ₹5,38,902.61 | 7,890.09 ₹5,44,179.51 | 7,775.32 ₹5,36,263.82 Lowest | 10,041.94 ₹6,92,592.6 |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 1.75 | cum | 769.48 ₹1,346.59 | 777 ₹1,359.75 | 765.7 ₹1,339.98 Lowest | 988.92 ₹1,730.61 |
| 1.01 | OD263342/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 4.75 | cum | 3,109.74 ₹14,771.27 | 3,140.18 ₹14,915.86 | 3,094.51 ₹14,698.92 Lowest | 3,996.6 ₹18,983.85 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.25 | cum | 7,805.79 ₹1,951.45 | 7,882.22 ₹1,970.56 | 7,767.57 ₹1,941.89 Lowest | 10,031.92 ₹2,507.98 |
| 1.01 | OD214921/2025-2026:Name Board (MoRD)Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,291.08 ₹2,291.08 | 2,313.51 ₹2,313.51 | 2,279.86 ₹2,279.86 Lowest | 2,944.47 ₹2,944.47 |
Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
17 Nov 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE DISTRICT PANCHAYATH PALAKKAD
Annual Plan-DP 2025-26 Maattam colony puthiyaparambu Road in Mankara GP
2025_LSGD_818885_19
09/AEE/2025-26 DT.01-11-2025
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,174
Yes
20 Jan 2026
5 Nov 2025
19 Nov 2025
5 Nov 2025
17 Nov 2025
5 Nov 2025
Amount
Road Re- concrete & Re-Storation
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
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)
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD263342/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD214921/2025-2026:Name Board (MoRD)Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete
V A ABDUL MUTHALIF (BID ID -2440081)
A SUGUNANUNNI (BID ID -2440121)
ANWAR V A (BID ID -2440104)
Bidder Name
A SUGUNANUNNI
V A ABDUL MUTHALIF
DINAKARAN.K
ANWAR V A
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