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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | L1 | Accepted-AOC ENCLOSEDS | |
| 2 | L2₹7.4 L+₹4,339.61 (0.59%)Rejected-AOC KALLIMEL P O | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC ENCLOSEDS |
Tender Value
₹7.6 L
EMD Value
₹19,064
Closing Date
14 Jul 2023, 6:00 pmClosed
AE
MVK BP
Annual Plan 2022-23 MVKBP Velengattu Mukku - TA Canal Road in Ward no.13
2023_LSGD_586247_2
04/2023-24/AE/MVKBP
Open Tender
Civil Works - Roads
Item Rate
180 days
MVKBP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,064
Yes
27 Aug 2023
6 Jul 2023
20 Jul 2023
6 Jul 2023
14 Jul 2023
6 Jul 2023
Amount
METTALLING TARRING
OD62269/2023-2024: Cod1742630/2022_2023 :Construction of Subgrade and Earthen Shoulders - Construction of sub grade and earthen shoulders with approved materials material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement with lead up to 1000 mas per Technical Specification Clause303.1 (With Roller) JP
OD62275/2023-2024::Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreding in uniform layers with motor grader on prepared surface,mixing in place method with rotavator at once and compacting with smooth wheel roller to achieve the density compete as per Clause 401.4 as per Technical Specification Clause 408 (ii) Using Gravel mix soil. (Quarry muck)
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.
75.9.3.pb.pa:Plastic roads- Packed Bitumen Rate 20mm thick Open-Graded Premix Carpetusing Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 -Packed Bitumen and Shredded Plastic Providing, laying and rolling of opengradedpremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or emulsion to required line, grade and level toserve as wearing course on a previously prepared base, using HM Plant attached withopen pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, thentransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hotbitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rollingwith a. three wheel 80-100 kN static roller capacity, finished to required level and gradesto be- followed by seal coat of either Type A or Type B or Type C as per TechnicalSpecification Clause 508 Case - I By Manual Means (II) Bitumen (S-65),including supplying and stacking of materials.
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <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 <br> Case III : Type C <br> (II) Bitumen (S-65)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD62314/2023-2024:Supplying and Fixing Name Board
KESAVAN MOHANDAS
Bidder Name
KESAVAN MOHANDAS
anadarajan
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