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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₹3.7 LAccepted-AOC P B ANIL KUMAR P B ANIL KUMAR 138 CHAPPARAPADAVU KANNUR KERALA | KERALA | L1 | Accepted-AOC lowest rate and admitted | |
| 2 | L2₹4.2 L+₹46,546.55 (12.5%)Rejected-AOC SAJI SEBASTIAN PO 670571 | KANNUR | KERALA | 670571 | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
11 Jan 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Sreeja. U
Assistant Executive Engineer, Thaliparamba BP
MLA-SDF-2024-25-Sri. Sajeev Joseph, Honorable Irikkur MLA - Neduvod Bajanamadam Road in Alakode GP
2024_LSGD_721043_1
AEE/TPBA/ETEN03/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Thaliparamba BP
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,581
Yes
11 Jul 2025
31 Dec 2024
14 Jan 2025
31 Dec 2024
11 Jan 2025
31 Dec 2024
Amount
New tarring
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.2: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. (ii) For Grading II Material
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
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.
75.5.11.1.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:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD288428/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:5 for foundation and basement (Modified 50.6.7.1 of DAR)
12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
OD288430/2024-2025:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in name board and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge. Area less than 0.50 sqm. (Modified 16.86.1 of DAR)
OD288429/2024-2025:Engraving letters in hard stone (Modified data 16.21 of DAR)
SAJI SEBASTIAN (BID ID -2057231)
Bidder Name
SAJI SEBASTIAN
ANIL KUMAR P B
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1142092.pdf
boq_comp_chart.xlsx
xlsx
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