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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₹5.2 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.4/5. dtd.29-01-2025 of Thalayolaparambu GP | |
| 2 | L2₹5.3 L+₹6,438.60 (1.24%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹5.3 L
EMD Value
₹13,348
Closing Date
20 Jan 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SOUMYA.V.S
Office of the Assistant Engineer LID EW Section Thalayolaparambu Grama Panchayat
TLP 2024-25 PRO.101/25 Renovation Of Pazhambatty - Nediyedy Painamittam Road in W-12
2025_LSGD_722638_1
05/AE/LIDEW/TYLMB/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Thalayolaparambu GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,180
Yes
₹13,348
Yes
16 Apr 2025
13 Jan 2025
23 Jan 2025
13 Jan 2025
20 Jan 2025
13 Jan 2025
Amount
Tarring
OD318595/2024-2025:Surface dressing /earth cutting of the ground not exceeding15cm deep in all kinds of soil including removing vegetation and inequalities and disposal of rubbish,lead up to 50m and lift up to 1.5m
OD318594/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD318593/2024-2025:Scarifying the existing bituminous surface then spreading /laying and compacting the scarified material and preparing a rigid stratum,for preparing WMM surface using 3 wheeler 80-100 kN static roller @16cum/hr complete
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared 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)
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)
JOSEPH JOSE (BID ID -2067762)
Bidder Name
JOSEPH JOSE
JAMES JACOB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1146046.pdf
boq_comp_chart.xlsx
xlsx
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