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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₹23.3 LAccepted-AOC | L1 | Accepted-AOC 1ST LOWEST | |
| 2 | L2₹25.5 L+₹2.2 L (9.65%)Rejected-AOC | L2 | Rejected-AOC 2ND LOWEST | |
| 3 | L3₹27.0 L+₹3.7 L (16.0%)Rejected-AOC | L3 | Rejected-AOC 3RD LOWEST | |
| 4 | L4₹28.0 L+₹4.7 L (20.3%)Rejected-AOC | L4 | Rejected-AOC 4TH LOWEST |
Tender Value
₹28.4 L
EMD Value
₹50,000
Closing Date
25 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.
Executive Engineer
Office of the Executive Engineer Harbour Engineering Division Kannur Head Quarters Hospital (P.O) Kannur-670017
WMM,QM,Concrete Work
2025_HED_722895_1
HED/CEHED/TR/534/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Azhikode
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
1 Mar 2025
4 Jan 2025
28 Jan 2025
4 Jan 2025
25 Jan 2025
4 Jan 2025
Amount
Road work
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD3061/2024-2025:Engaging HYdraulic Excavator of 1 cum bucket including driver and fuel
OD7591/2024-2025: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
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 <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
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<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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
C VIJESH (BID ID -2076953)
SARISH P (BID ID -2076157)
P UTHAMAN (BID ID -2075908)
Bidder Name
FERRO ROLLS AND MELTS
C VIJESH
P UTHAMAN
SARISH P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1146669.pdf
boq_comp_chart.xlsx
xlsx
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