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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.2 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹10.6 L+₹39,605.61 (3.88%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹10.7 L+₹53,826.40 (5.28%)Rejected-AOC VADANA HOUSE KUMMANNOOR | KERALA | 3 | Rejected-AOC L3 | |
| 4 | 4₹10.7 L+₹53,834.81 (5.28%)Rejected-AOC | 4 | Rejected-AOC L4 |
Tender Value
₹10.7 L
EMD Value
₹26,850
Closing Date
24 Jan 2022, 6:00 pmClosed
Assistant Executive Engineer
Office of Executive Engineeer Kottayam DP Kottayam 686002
DPK-1004/21-22 Kidangoor GP - Kuzhiyampalappadi Kizhakkedathupadi Road Tarring
2022_LSGD_468141_36
07/2021/DPK/AEE/LIDEW
Open Tender
Civil Works - Roads
Item Rate
150 days
Kottayam
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
₹26,850
Yes
22 Feb 2022
17 Jan 2022
27 Jan 2022
17 Jan 2022
24 Jan 2022
17 Jan 2022
Amount
tarring
od1589367/2021_2022 : surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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.
75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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),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),including supplying and stacking of materials.
sidewall
11.1.1.1 : Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i)Upto 3 m depth
od1589640/2021_2022 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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, 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)
nizar constructions
Mathachan m vadana
Aloke M Vadana
Bidder Name
Mathachan m vadana
SABU SEBASTIAN
nizar constructions
Aloke M Vadana
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fin_eval.pdf
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finance_670594.pdf
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