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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.9 LAccepted-AOC | 1 | Accepted-AOC L1 accepted | |
| 2 | 2₹11.2 L+₹30,435.75 (2.79%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹13.4 L
EMD Value
₹20,059
Closing Date
16 Nov 2021, 2:00 pmClosed
Assistant Executive Engineer,Roads subdivision,EKM
Assistant Executive Engineer,Roads subdivision,EKM
in this portion M40 grade tile is proposed after rasing surface using WMM.close graded patch repairs is proposed for damaged bituminous surface from kseb post c/kl-135 to c/kl-128(drawing attached) after doing necessary pot hole filling
2021_PWD_452310_1
PWD/RB/TR/99850/2021_5_1/1
Open Tender
Civil Works - Roads
Item Rate
30 days
irumpanam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹20,059
Yes
4 Jan 2022
9 Nov 2021
18 Nov 2021
9 Nov 2021
16 Nov 2021
9 Nov 2021
Amount
patch work and tile laying to avoid water logging
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD43911/2021-2022:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the 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 static roller of 80-100 KN capacity, finished to required level and grades as per direction of depatmental officers
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
ansar
V.M.Jose
JINU GEORGE
Bidder Name
V.M.Jose
JINU GEORGE
ansar
N.S NIYAS m/s VEEKAY GROUP
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_646326.pdf
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