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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC THACHAMBRAMTH HOUSE KOLATHUR P O EDAPPAL | KOLATHUR | MALAPPURAM | KERALA | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical AVANAKKATT HOUSE KALADI P O MALAPPURAM KERALA 679582 | MALAPPURAM | MALAPPURAM | KERALA | 679582 | - | Rejected-Technical . |
Tender Value
₹6 L
EMD Value
₹15,000
Closing Date
13 Dec 2019, 5:00 pmClosed
Assistant Engineer
Ponnani municipal office,Assistant Engineer
MURAD CHICKEN CENTER ROAD MAINTENANCE WARD 14
2019_LSGD_327723_1
PNI/03/2019-20
Open Tender
Civil Works - Roads
Item Rate
60 days
Ponnani Municipality
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,344
Yes
online
₹15,000
Yes
25 Jun 2020
6 Dec 2019
16 Dec 2019
6 Dec 2019
13 Dec 2019
6 Dec 2019
Amount
Resurfacing
od311636/2019_2020 : Scarifying metalled (water - bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.(modified DAR 16.9)
od311640/2019_2020 : Filling with Quarry Muck <br> 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
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.
75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)
side protction
od303685/2019_2020 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:<br>In Lime Mortor(DAR Modified15.9.1)
od303686/2019_2020 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.<br>Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)(Modified DAR 15.2.2)
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od303705/2019_2020 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
od303706/2019_2020 : DR with Departmental. Stone - <br>DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site(Modified 60.7.8)
RIJIN A
Bidder Name
RIJIN A
DILEESH TP
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_454803.pdf
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