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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹43.9 LAccepted-Finance | L 1 | Accepted-Finance Being 1st Lowest | |
| 2 | L 2₹54.8 L+₹10.9 L (24.9%)Accepted-Finance HARYANA HR | GURUGRAM | HARYANA | 122001 | L 2 | Accepted-Finance Being 2nd Lowest | |
| 3 | L 3₹59.5 L+₹15.6 L (35.5%)Accepted-Finance VILLAGE FANDHAR PO KALHANI TEHSIL BALICHOWKI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L 3 | Accepted-Finance Being 3rd lowest |
Tender Value
Refer Docs
EMD Value
₹51,300
Closing Date
26 Feb 2021, 9:00 amClosed
EE Janjehli
Executive Engineer Seraj Division HP PWD Janjehali
Construction of road from Hanogi bridge to Sehanu Saloi GP Kholanal in Km 0/000 to 2/500 SH C/o R/Wall at RD 0/250 to 0/275 and 0/305 to 0/330
2021_PWD_44588_5
No.PW.SRJ/TA/Pub/2021-18180-82 dated 27.01.2021
Open Tender
Civil Works
Item Rate
365 days
Janjehali
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,500
EE Seraj at janjehli
₹51,300
Yes
14 Oct 2021
20 Feb 2021
26 Feb 2021
20 Feb 2021
26 Feb 2021
20 Feb 2021
Amount
Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deletarious material and disposal up to any lead dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Providing and laying concrete for plain/reinforced concrete 1:3:6 (one cement : three sand: six aggregate) in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.
Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8 and including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.
Devinder Kumar
Harish Kumar
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