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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₹7.8 LAccepted-AOC ELIKUNNAMUKAL ATTINGAL KERALA | ATTINGAL | THIRUVANANTHAPURAM | KERALA | l1 | Accepted-AOC L1 | |
| 2 | l2₹8.2 L+₹36,398.50 (4.64%)Rejected-Finance | l2 | Rejected-Finance l2 | |
| 3 | l3₹8.4 L+₹52,028.35 (6.64%)Rejected-Finance KADAYIL VEEDU THALIKKUZHY ADAYAMON P O | ADAYAMON | KOLLAM | KERALA | 691533 | l3 | Rejected-Finance l3 | |
| 4 | l4₹8.6 L+₹75,039.25 (9.57%)Rejected-Finance | l4 | Rejected-Finance l4 |
Tender Value
₹9.1 L
EMD Value
₹22,650
Closing Date
30 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
KAILAS S
AE LIDEW NAVAIKULAM GP
NAVAIKULAM GP 2024-25 PRJ NO 85 KUNNATHUKAVU KATTADIMUKKU KANJIRAMPOIKA NEERONTHI ROAD MAINTANANCE IN WARD 22
2024_LSGD_698543_9
2/24-25/AE/LIDEW/NKM
Open Tender
Civil Works - Roads
Item Rate
180 days
NAVAIKULAM GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
Yes
₹22,650
Yes
13 Jan 2025
22 Oct 2024
1 Nov 2024
22 Oct 2024
30 Oct 2024
22 Oct 2024
Amount
ROAD MAINTANANCE
OD52105/2024-2025:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means Scarifying the existing Bituminous road surface to a depth of 150 mm and re-compacting the Aggregate received from Scarifying with Static Roller.
OD52106/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities 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 (Modified Item No. 2.28.1)
OD58055/2024-2025:Filling up low lying 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 subgrade
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
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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.
OD52154/2024-2025:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Anti stripping agent and it; br &gt ; 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:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD52104/2024-2025:S/F Name board of size 75*60 cm . Installed in the Appropriate place visible to public made of Brick wall with Granite plaque should be inserted and Engraving Letters etc .complete as per the direction of deptl officers at site
INZAR S
NAZARUDEEN
REJIN
Bidder Name
NAZARUDEEN
REJIN
INZAR S
NADARSHAN.A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1090175.pdf
boq_comp_chart.xlsx
xlsx
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