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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | Rejected-Technical | - | Rejected-Technical REJECT | |
| 3 | Rejected-Technical | - | Rejected-Technical REJECT |
Tender Value
₹8.9 L
EMD Value
₹13,393
Closing Date
18 Feb 2021, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer PWD ROads Sub Division Kasaragod
Flood Damage works 2020 2021 Providing strip BT and pot holes filling to Pallathadkka Yethadka Beejanthakatta Adval GolIkkate Nattakkal Road Between KM 0 000 to 3 000
2021_PWD_413512_1
D4/TD/49/etender/2020-21
Open Tender
Civil Works - Roads
Item Rate
90 days
Kasaragod
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,970
₹13,393
Yes
6 Jul 2021
9 Feb 2021
20 Feb 2021
9 Feb 2021
18 Feb 2021
9 Feb 2021
Amount
strip BT
3.19.1 : Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
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.
5.8.2.a : Surface Dressing : - case II - 13 mm nominal chipping size.<br> Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder (VG 30) laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller.Surface Dressing : - case II - 13 mm nominal chipping size.Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder (VG 30) laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller.
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.
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.
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.
od13338/2020_2021 : Mix Seal Surfacing 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 By Manual Means
ABDUL KHADER V P
ARS JASMIN CONSTRUCTIONS PRIVATE LIMITED
Bidder Name
berka abdul khader
ABDUL KHADER V P
ARS JASMIN CONSTRUCTIONS PRIVATE LIMITED
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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