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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 1505 SUB TREASURY TIRUR | L1 | Accepted-AOC L1 Accepted | |
| 2 | Rejected-Technical OZHUR GP ANNUAL PLAN 2024 25 PROJECT NO 165 24 315 25 PERINJERIPALLI KAKKATTUM KUNNU COLONY ROAD RENNOVATION IN WARD NO 11 | MALAPPURAM | KERALA | 676307 | - | Rejected-Technical L1 Accepted and L2 Rejected Due to Higher Rate |
Tender Value
₹3.7 L
EMD Value
₹9,184
Closing Date
30 Sept 2024, 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_INCHARGE
LID_EW_SECTION_OZHUR_GP
OZHUR GP_Annual Plan-2023-24, PROJECT NO 153/24_VELLACHAL KARUVATTIL ROAD RENNOVATION IN WARD NO_12
2024_LSGD_691455_2
AE/LSGD/OZR/TEN/04/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
OZHUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹815
Yes
₹9,184
Yes
7 Feb 2025
19 Sept 2024
3 Oct 2024
19 Sept 2024
30 Sept 2024
19 Sept 2024
Amount
Tarring & Retarring
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.
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
5.5.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.
5.1.1a:Prime Coat :- Low porosity 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 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)
Name Board
OD34579/2024-2025:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing
Berm Concrete
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.
OD34577/2024-2025:(OD from DAR 51.2.3) Filling with quarry muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade
OD34578/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
PURUSHOTHAMAN E P
Bidder Name
KUNHI MOHAMMED U
PURUSHOTHAMAN E P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1076741.pdf
boq_comp_chart.xlsx
xlsx
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