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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.6 L+₹1,033 (0.19%)Rejected-Finance VERENGAL HOUSE O K MURI P O 676519 | MALAPPURAM | KERALA | 676519 | L2 | Rejected-Finance L2 |
Tender Value
₹5.1 L
EMD Value
₹12,707
Closing Date
19 Dec 2022, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID AND EW SECTION VETTATHUR GP
TARRING
2022_LSGD_537042_3
TN-07/AE/LSGD/VTR/GP/2022-23
Open Tender
Civil Works - Roads
Item Rate
300 days
VETTATHUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,125
₹12,707
15 Feb 2023
9 Dec 2022
22 Dec 2022
9 Dec 2022
19 Dec 2022
9 Dec 2022
Amount
RETARRING
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
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)
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.
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.
OD236844/2022-2023:[OD from DAR 51.2.3] - 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
OD236853/2022-2023:[OD From MoRD 75.8.1] - Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD236857/2022-2023:Providing and fixing cloth banner of required size, approved shade and colour including writing name of project and details Area of name board upto 1.80 x 1.20 m
OD247704/2022-2023:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering &amp; fixing
HARIS V
Bidder Name
HARIS V
Sidheek Kappungal
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_780925.pdf
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