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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₹92,508.14Accepted-AOC THAITHODI HOUSE KUTTIPARA PAYYANAD P O MANJERI MALAPPURAM 676 122 | MANJERI | MALAPPURAM | KERALA | 676122 | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.0 L+₹9,181.80 (9.93%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹84,191
EMD Value
₹2,105
Closing Date
18 Mar 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER OFFICE MANJERI MUNICIPALITY
Annual Plan-MANJERI MUNICIPALITY 2024- 25,PROJECT NO 1281-Arukizhaya School Kalppakasseri Road Maintenance Work in Ward 35- General Civil Work
2025_LSGD_748575_34
2716147/24/6
Open Tender
Civil Works - Roads
Item Rate
180 days
MANJERI
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹2,105
Yes
29 May 2025
12 Mar 2025
19 Mar 2025
12 Mar 2025
18 Mar 2025
12 Mar 2025
Amount
ROAD MAINTENANCE
OD446903/2024-2025:[OD from DAR 2.28.1] - Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD185821/2024-2025:Filling with Quarry Muck - Filling up low lying and water logged areaswith local material/quarry muck , spreading in layers , levelling the top
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
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
5.1.1a:Prime Coat :- Low porosity <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
5.2.3a:Tack Coat <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.
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
Jishnu Das P (BID ID -2160460)
Bidder Name
Sasikumaran T
Jishnu Das P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1211481.pdf
boq_comp_chart.xlsx
xlsx
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