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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.7 LAccepted-AOC R O VILLAGE AND PO DIYAR TEHSIL BHUNTAR DISTT KULLU H P | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹31.0 L+₹2.3 L (7.94%)Rejected-AOC GOVT CONTRACTOR VPO DHASOLI TEHSIL JAWALI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | L2 | Rejected-AOC BEING L2 | |
| 3 | L3₹35.0 L+₹6.2 L (21.7%)Rejected-AOC | L3 | Rejected-AOC BEING L3 | |
| 4 | L4₹35.8 L+₹7.1 L (24.6%)Rejected-AOC | L4 | Rejected-AOC BEING L4 | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹33.0 L
EMD Value
₹57,100
Closing Date
29 Jan 2020, 10:30 amClosed
EE NH Division HPPWD Solan
Near New Bus Stand Bye pass road Solan
Sh Construction of PCC retaining wall in Gabion Structure in Km63/535 to 63/570 for the Year 201920
2020_PWD_34048_1
5319-26 dated 07.01.2020 PBNS RD63/535 to 63/570
Open Tender
Civil Works
Item Rate
180 days
Solan
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
EE NH Division HPPWD Solan
₹57,100
8 Oct 2020
15 Jan 2020
29 Jan 2020
15 Jan 2020
29 Jan 2020
15 Jan 2020
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 including all lead lift and carriage of material by all mode of transportation as perMoRT&H Specification clause 304 fifth revision and entire satisfaction and direction of the Engineer-In-Charge..
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-15 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-20 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.
Providing & making Gabion Structures with Mechanically woven double Twisted Hexagonal shaped Wire mesh Gabion Boxex as per IS 16014:2012, MoRT&H Clause 2503.3 as per fifth revision 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 including all lead lift and carriage of material by all mode of transportation as per entire satisfaction and direction of Engineer-in-Charge.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification clause No.710.1.4 of IRC 78 and 2200 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of Engineer-In-Charge.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MoRT&H specification caluse 305 fifth revision including all leads, lifts and carriage of materials by all modes of transportation as per the entire satisfaction & direction of Engineer-in-Charge.
Sushil Kumar
shubham govt.contractor
JAI PRAKASH RANOTE
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