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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.5 L+₹16,195.84 (4.87%)Rejected-Finance KALATHINGAL HOUSE KARAKKUNNU POST MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | 676123 | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹5 L
EMD Value
₹7,500
Closing Date
27 Oct 2021, 6:55 pmClosed
AE LSGD Sub Division(LID ED) Wandoor
Assistant Engineer ,LSGD Sub Division(LID ED) Wandoor BP
XIII th plan 2021-22 Wandoor BP Proj No.56 Cherukulam Mulacheerikkunnu Vemmarathil Kisan colony Road Tarring in Trikalangode GP
2021_LSGD_446616_3
02/2021/AE/LID ED/WDR
Open Tender
Civil Works - Roads
Item Rate
300 days
Wandoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
Yes
₹7,500
Yes
22 Feb 2022
20 Oct 2021
30 Oct 2021
20 Oct 2021
27 Oct 2021
20 Oct 2021
20 Oct 2021 - 27 Oct 2021
Amount
New Tarring
3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
od1285094/2021_2022 : 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.
5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
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)
Name board
od1319169/2021_2022 : Providing name board for the respective work including fixing
Rashid K
NOUFAL P T
sajad k s
Bidder Name
NOUFAL P T
Rashid K
sajad k s
NIYAS PERAPURATH KEEZHUVEETTIL
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_636990.pdf
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