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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176093 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical S O SH GOVIND RAM R O VILLAGE BARI P O BARI GUMANU TEHSIL SADAR DISTT MANDI H P | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176093 | Admitted-Fee/PreQual/Technical |
Tender Value
₹10.0 L
EMD Value
₹20,000
Closing Date
16 Feb 2026, 10:00 amClosed
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Construction of Retaining wall at R.D. 4/080 to 4/090, 5/500 to 5/510 and 5/700 to 5/715)
2026_PWD_128148_1
. PW-MDI(P)Tender-NIT-16324-55 dated 06.02.2026
Open Tender
Civil Works - Roads
Percentage
31 days
Kunnu
As per bid documents
9 documents required · 9 mandatory
₹350
₹20,000
4 May 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : Ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of 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 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Providing concrete for plain/reinforced concrete Grade-M-10 nominal mix 1:3:6 (one cement : three sand : twelve graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.
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