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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹22.1 LAccepted-AOC | L3 | Accepted-AOC L3 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹22.3 L
EMD Value
₹50,000
Closing Date
17 Jun 2020, 4:30 pmClosed
ExeEngineer
Office of the ExeEngineer PWD NH Division Alappuzha
Traffic safety measures at Junctions in NH 66 (Old NH 47) between ch 366/905-400/400.
2020_PWD_361435_1
PWD/2020-2021/607/NHDNALP
Open Tender
Civil Works - Highways
Item Rate
90 days
366/905 to 400/400
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
Yes
online
₹50,000
Yes
23 Sept 2020
2 Jun 2020
18 Jun 2020
2 Jun 2020
17 Jun 2020
2 Jun 2020
Amount
Appendix A
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
4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method
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.
5.1.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.
od3256/2019_2020 : od3247/2019_2020 : Providing 40mm thick chipping carpet with departmental broken stone after thoroughly cleaning the base with wire brushes was brooms and applying a tack coat of 2.5kg bitumen/10m2 and spreading the premix (formed of 0.32 m3 of departmental 18mm metal ,0.22m3 of 12mm metal and 22.08kg of bitumen/10m2 roling to dens surface then spreading seal coat comprising of a hot pre mix of 0.09m3 of 6mm departmental metal and 8.64kg of bitumen/10m2 again rolling including hire of basis brooms camber board, roller and other charges etc. complete
od3257/2019_2020 : Supply and stacking 18mm broken stone
od3258/2019_2020 : Supply and stacking 12mm broken stone
od3259/2019_2020 : : Supply and stacking 6 mm broken stone
8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
8.4.3 : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.<br> 60 cm circularProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.60 cm circular
8.35 : Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3<br> Road Markers/Road Stud with Lense Reflector :-Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
Aravind
ANUKUMAR R
SATHYASEELAN L
Bidder Name
praveenkumar
SATHYASEELAN L
Aravind
ANUKUMAR R
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