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Tender ID
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₹14.3 LAccepted-AOC 2000 13 10 13 12 2024 116 25 | PATHANAMTHITTA | KERALA | 689694 | 1 | Accepted-AOC Qualified Bidder |
| Sl No | Description | Qty | Unit | Yeldhos Puthussery L1 |
|---|---|---|---|---|
| 1.00LRRP ROAD | ||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 210 | sqm | 50 ₹10,500 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 366.4 | sqm | 15 ₹5,496 Lowest |
| 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. | 27.99 | cum | 60 ₹1,679.4 Lowest |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 23.04 | cum | 2,000 ₹46,080 Lowest |
| 1.00 | OD82108/2025-2026: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) | 204.75 | cum | 8,900 ₹18,22,275 Lowest |
| 1.01 | OD505942/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with
7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic
grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composite
material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back
supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2
nos confirming to IS 1239 firmly fixed to the ground by means of properly designed
foundation with M 15 grade cement concrete min size 40 cm x 40cm x 60 cm, 60 cm
below ground level including painting all exposed surface with 2 coats of epoxy
painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2 | 0.9 | sqm | 10,000 ₹9,000 Lowest |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
21 Jul 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Assistant Engineer
Office of The Assistant Engineer, LID EW Section, Bisonvalley G P, Pottankad P O 685565
Road Concrete
2025_LSGD_772626_2
LSGD/CELSGD/19559/2025-2026
Open Tender
Civil Works - Roads
Item Rate
120 days
Pottankad
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
23 Sept 2025
14 Jul 2025
22 Jul 2025
14 Jul 2025
21 Jul 2025
14 Jul 2025
Amount
LRRP ROAD
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 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.
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
OD82108/2025-2026: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)
OD505942/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2
Bidder Name
Yeldhos Puthussery
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