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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC | L1 | Accepted-AOC R.chandrakumar quoted the lowest | |
| 2 | L2₹9.2 L+₹33,931.48 (3.84%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹9.3 L+₹50,728.39 (5.74%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹9.6 L+₹75,998.54 (8.60%)Rejected-AOC KERALA KL | KANNUR | KERALA | 670612 | L4 | Rejected-AOC L4 |
Tender Value
₹10.7 L
EMD Value
₹16,040
Closing Date
17 Aug 2021, 6:00 pmClosed
Assistant Engineer
Assistant Engineer Ottasekharamangalam GP
49/22 KUZHIYAR -PRKAL ROAD TARRING WARD 6
2021_LSGD_434186_9
02/2021/AE/LID EW/OSMGP/ IIPHASE
Open Tender
Civil Works - Roads
Item Rate
120 days
Ottasekharamangalam
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,500
Yes
₹16,040
Yes
25 Sept 2021
10 Aug 2021
26 Aug 2021
10 Aug 2021
17 Aug 2021
10 Aug 2021
Amount
Metalling & Tarring
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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
3.14 : Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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.
4.11.1 : 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 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
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.
75.5.9.1.2Z : 20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent <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)
75.5.12.A.3.2Z : Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent <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, 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)
od1315583/2021_2022 : Supplying and fixing granite name board of size 75 x 60 cm size installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per direction of e.i.c (MoRD)
N SASI
R VIJAYAKUMAR
suresh kumar
Bidder Name
R VIJAYAKUMAR
suresh kumar
N SASI
R. CHANDRAKUMAR
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