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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| Sl No | Description | Qty | Unit | RAMESH L1 | K.GOPALAN L2 |
|---|---|---|---|---|---|
| 1.00Concrete | |||||
| 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. | 103.75 | cum | 66.84 ₹6,934.65 Lowest | 70 ₹7,262.5 |
| 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. | 105 | sqm | 16.01 ₹1,681.05 Lowest | 20 ₹2,100 |
| 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 | 39.75 | cum | 3,337 ₹1,32,645.75 Lowest | 4,000 ₹1,59,000 |
| 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) | 59.62 | cum | 9,560 ₹5,70,015 Lowest | 9,600 ₹5,72,400 |
| 1.00 | OD313832/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m.(From DAR 2.25) | 18 | cum | 331.76 ₹5,971.68 Lowest | 400 ₹7,200 |
| 1.01 | OD313831/2025-2026: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,0.60mm thick Iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer , lettering with suitable colour and size ,fixing the post in ground with CC1:2:4 etc complete. | 1 | each | 2,500 ₹2,500 Lowest | 3,000 ₹3,000 |
Tender Value
₹7.2 L
EMD Value
₹18,008
Closing Date
13 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID EW Section, Koduvayur Grama Panchayat
Pro.No.104/2025-26 Kakkayur Thara Post office road maintenance
2025_LSGD_805034_23
Re E-TENDER-1/2025-26/AE/LSGD/KDR GP
Open Tender
Civil Works - Roads
Item Rate
240 days
KODUVAYUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹18,008
Yes
26 Nov 2025
6 Oct 2025
15 Oct 2025
6 Oct 2025
13 Oct 2025
6 Oct 2025
Amount
Concrete
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.
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.
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)
OD313832/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.(From DAR 2.25)
OD313831/2025-2026: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,0.60mm thick Iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer , lettering with suitable colour and size ,fixing the post in ground with CC1:2:4 etc complete.
K.GOPALAN (BID ID -2383967)
Bidder Name
RAMESH
K.GOPALAN
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