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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 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC l1 |
| Sl No | Description | Qty | Unit | Sabu L1 |
|---|---|---|---|---|
| 1.00Retarring | ||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 77.31 | sqm | 400 ₹30,924 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 504 | sqm | 18 ₹9,072 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 504 | sqm | 290 ₹1,46,160 Lowest |
| 1.00 | OD470136/2024-2025:Supplying and fixing MS Name board with 1.2m length post from ground level, having board
dimension 80 x 45 c.m, lettering done with black enamel Paint on yellow back ground,
including the cost of all materials , labour and conveyance charges etc complete. | 1 | no | 2,500 ₹2,500 Lowest |
| 2.00Irish Drain | ||||
| 2.00 | 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. | 20.16 | cum | 350 ₹7,056 Lowest |
| 2.00 | OD466205/2024-2025: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 by suitable means and compacting with plate compactor to achieve the desired density complete as per Technical specification clause 401.(i) for grading material | 6.72 | cum | 2,500 ₹16,800 Lowest |
| 2.00 | 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) | 13.44 | cum | 8,300 ₹1,11,552 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,408
Closing Date
9 May 2025, 3:00 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 and EW Section, Thrikkur Grama Panchayat
Retender - Annual Plan-2024-2025 Annual Projects in Thrikkur Pt,Kodakara Block Pt-122/24-25 Kavallur School Ayyankodu Road Maintenance in ward 12-General Civil Work
2025_LSGD_751624_12
09/AE/LIDEW/TKR/24-25/9th phase
Open Tender
Civil Works - Roads
Item Rate
270 days
ward 12
Please refer Tender documents.
9 documents required · 9 mandatory
₹655
Yes
₹7,408
Yes
14 Aug 2025
23 Apr 2025
12 May 2025
23 Apr 2025
9 May 2025
23 Apr 2025
Amount
Retarring
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)
OD470136/2024-2025:Supplying and fixing MS Name board with 1.2m length post from ground level, having board dimension 80 x 45 c.m, lettering done with black enamel Paint on yellow back ground, including the cost of all materials , labour and conveyance charges etc complete.
Irish Drain
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.
OD466205/2024-2025: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 by suitable means and compacting with plate compactor to achieve the desired density complete as per Technical specification clause 401.(i) for grading 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)
Bidder Name
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1238592.pdf
boq_comp_chart.xlsx
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details.html
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