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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC ADMITTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹6.2 L
EMD Value
₹15,559
Closing Date
18 Nov 2019, 3:00 pmClosed
The Executive Engineer
The Executive Engineer PWD Roads Division Kollam
FLOOD DAMAGE WORKS (No 48) -2018-19 Providing close graded CC to 26 TH MILE KP ROAD MALOOR 0/000 TO 2/750
2019_PWD_317482_1
131/Et/EE/2019-20
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollam
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,375
Yes
The Executive Engineer PWD Roads Division Kollam
₹15,559
Yes
1 Jan 2020
5 Nov 2019
20 Nov 2019
5 Nov 2019
18 Nov 2019
5 Nov 2019
Amount
26TH MILE KP ROAD- MALOOR ROAD
55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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 <br>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.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.
55.8.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.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.
55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.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 12mm departmental broken stone and compacting with power roller to get a compact surface.
5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
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.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.
od26519/2019_2020 : Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual<br>means<br>-<br>Providing, laying and rolling of close-graded premix surfacing materialof 20 mm thickness composed of<br>11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using V G 30 to the required line,<br>grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable<br>plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and<br>grade
AJITH PRASAD JAYAN
Bidder Name
AJITH PRASAD JAYAN
Manilal T
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finance_437809.pdf
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