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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.1 LAccepted-AOC | L1 | Accepted-AOC being L1 | |
| 2 | L2₹45.5 L+₹2.8 L (6.63%)Rejected-Finance | L2 | Rejected-Finance being L2 | |
| 3 | L3₹55.1 L+₹12.4 L (29.0%)Rejected-Finance | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹57.6 L+₹14.9 L (34.9%)Rejected-Finance | L4 | Rejected-Finance Being L4 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
30 Apr 2021, 10:30 amClosed
Executive Engineer NH Division HPPWD Solan
Executive Engineer NH Division HPPWD Solan
Protection work to Mahdev IV Bridge at RD 44/435 with Gabion Structure with Mattress
2021_PWD_46781_1
221-252 DATED 19.04.2021
Open Tender
Civil Works - Bridges
Item Rate
180 days
Nalagarh
As per tender document
13 documents required · 13 mandatory
₹2,000
Executive Engineer NH Division HPPWD Solan
₹1.1 L
Yes
18 Aug 2023
22 Apr 2021
30 Apr 2021
22 Apr 2021
30 Apr 2021
22 Apr 2021
Amount
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
Providing & making Gabion Structures with Mechanically woven double Twisted Hexagonal shaped Wire mesh Gabion Boxex as per IS 16014:2012, MoRT&H Clause 2500, of required size Mesh Type 10x12 (D=100mmm with tolerance of ± 2% ) Zinc +PVC coated, Mesh wire diameter 2.7/3.7 mm,mechanicaly edged/salveged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist , trying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @ 3% by weight of Gabion boxex, filled with boulders with lease dimention of 200mm, as per direction of Engineer-in-Charge.
Providing & making Pitching with mechanically woven Hexagonal double twisted wire mesh Gabion mattress mesh type 6*8 cm zinc coated , (MACCAFERRI or equivalent) wire for river training (Bank protection and scour protection) application as per IS 16014:2012, MoRT&H clause 2500 of required size, mesh wire diameter 2.2mm minimum, mechanically edged/salvaged with partitions at 3 every 1 mtr interval, filled with boulders with least dimension of 110mm, as per direction of Engineer-in-Charge.
Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
Sand Filling in Wells complete as per Drawing and Technical Specifications. (assuming 20 per cent voids )
shubham govt.contractor
rehana
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