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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 | L1₹38.1 LAccepted-AOC 1401 DISTRICT TREASURY PALAKKAD | PALAKKAD | KERALA | 672122 | L1 | Accepted-AOC lowest bid accepted | |
| 2 | L2₹40.0 L+₹1.9 L (5.00%)Rejected-AOC | L2 | Rejected-AOC accepted bid |
Tender Value
₹38.1 L
EMD Value
₹50,000
Closing Date
17 Apr 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Sreevidya.S, Assistant Engineer
AE office, Kozhinjampara Grama Panchayat
LRRP-LRRP 2024-25, Chittur LAC, SL no-0400, KAKKARAPATHY KULLUKAPARA ROAD, Kozhinjampara GP, Palakkad dist-LRRP 2024-25
2025_LSGD_758456_1
LSGD/CELSGD/TR/18050/2025
Open Tender
Civil Works - Roads
Item Wise
kozhinjampara GP
Please refer Tender documents
6 documents required · 6 mandatory
₹2,760
Yes
₹50,000
Yes
19 May 2025
5 Apr 2025
19 Apr 2025
5 Apr 2025
17 Apr 2025
5 Apr 2025
Amount
Retarring And Widening
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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.
OD500397/2024-2025:Granular Sub-base/base/surface course with local Material (Table 400.13)(A) By Mix in Place Method normal Construction of granular sub-base by providing local material,spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per clause 401.4 as per technical specification clause 408
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
OD438203/2024-2025:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
OD450747/2024-2025:Name board
LIYAKKATHALI (BID ID -2197653)
Bidder Name
LIYAKKATHALI
SHAMSUDEEN L
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1232530.pdf
boq_comp_chart.xlsx
xlsx
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