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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC 13 312J ETMS BUILDING THALAPPARA P O MALAPPURAM DISTRICT | KANNUR | KERALA | 670612 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹6.3 L+₹27,765.72 (4.58%)Rejected-AOC | L2 | Rejected-AOC Rejected |
Tender Value
₹6.1 L
EMD Value
₹15,257
Closing Date
6 Jan 2025, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Section Parappanangadi Municipality
Nayadikkulam Railway Line Road Renovation In division 23 of parappanangadi municipality
2024_LSGD_720568_3
AE/TEN/01/2024/LSGD/PGDI
Open Tender
Civil Works - Roads
Item Rate
PARAPPANANGADI MUNCIPALITY
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,350
Yes
₹15,257
Yes
13 May 2025
30 Dec 2024
7 Jan 2025
30 Dec 2024
6 Jan 2025
30 Dec 2024
Amount
ROAD MAINTENANCE
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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.
OD304710/2024-2025:(OD From DAR 51.2.3): Filling with Quarry Muck &lt;br&gt; 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[od from DAR 51.2.3]
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)
OD323172/2024-2025:Providing and fixing granite of any color and shade for nameboard of required size laid over the base of CM 1:4(1 cement 4 coarse sand)including lettering and fixing all charges etc. complete.
JAFER SADIQUE (BID ID -2051008)
Bidder Name
JAFER SADIQUE
UTECHCONSTRUCTIONS LLP
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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