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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.5 LAccepted-AOC | ₹5.5 L | L-1 | Accepted-AOC Award due to L-1 |
| 2 | L-2₹5.9 LRejected-Finance 346 2 RAMBIR COLONY RAILWAY ROAD JIND JIND JIND JIND HARYANA 126102 | JIND | HARYANA | 126102 | ₹5.9 L | L-2 | Rejected-Finance Reject Due to L-2 |
| 3 | L-3₹6.3 LRejected-Finance | ₹6.3 L | L-3 | Rejected-Finance Reject Due to L-2 |
Updated dates
Tender Value
₹6.8 L
EMD Value
₹6,753
Closing Date
9 Mar 2026, 3:00 pmClosed
Er. Parvesh Kumar
Sr. Executive Engineer Electrical Division HPSEBL Chamba
Tender for construction of retaining wall, breast wall and fencing work of 2 Nos. 11/0.4 kV 630 kVA S/stn erected for LWSS Gunugharat, Pukhrotu in GP Kandla damaged due to landslide from adjacent hill in the Monsoon of FY 2025-26 (u) ESD HPSEBL Koti.
2026_HPSEB_127323_2
CBA-E-41/2025-26
Open Tender
Civil Works - Others
Koti Distt. Chamba
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
₹6,753
16 Mar 2026
19 Feb 2026
10 Mar 2026
19 Feb 2026
9 Mar 2026
19 Feb 2026
Construction of breast wall, Height 8 Feet (2.44 mtr)
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres in Pick-Jumper Work
Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and nearly dressed in Pick-Jumper Work
Providing form work with steel plates 3.15 mm thick welded with Angle Iron 30x30x5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc. With wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain concrete work in (i) Vertical Surfaces such as walls ( any thickness) partition and the like icluding attached pillasters, buttresses, plinth and string courses and the like.
Providing and laying in retaining wall and breast wall 10.0 Kgf/sq.cm working pressure unplasticized PVC Pipes ( Confirming to IS: 4985-1968) to make weep holes complete including making good the walls. (a) 100 mm nominal bore
Providing and laying cement concrete 1:5:10 ( 1 Cement:5 Sand:10 Graded Stone aggregate 40 mm nominal size) with 15% Plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150 mm to 300 mm as per HPPWD Specifications
Construction of retaining wall, Height 10 Feet (3.05 mtr)
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres in Pick-Jumper Work
Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and nearly dressed in Pick-Jumper Work
Providing form work with steel plates 3.15 mm thick welded with Angle Iron 30x30x5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc. With wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain concrete work in (i) Vertical Surfaces such as walls ( any thickness) partition and the like icluding attached pillasters, buttresses, plinth and string courses and the like.
Providing and laying in retaining wall and breast wall 10.0 Kgf/sq.cm working pressure unplasticized PVC Pipes ( Confirming to IS: 4985-1968) to make weep holes complete including making good the walls. (a) 100 mm nominal bore
Providing and laying cement concrete 1:5:10 ( 1 Cement:5 Sand:10 Graded Stone aggregate 40 mm nominal size) with 15% Plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150 mm to 300 mm as per HPPWD Specifications
Wire Mesh Fencing
Excavation in foundation trenches etc. In earth work in all kinds of soil such as pickwork, jumper work, blasting work in soft/hard rock by blasting & chiselling where blasting is prohibited including dewatering in saturated soil upto all leads & lifts stacking the excavated soil/material in all leads and lifts clear from the edge of the excavation and then returning the stacked soil in all layers by ramming and watering and then disposing of all surplus excavated earth/material as directed within all leads and lifts as per the directing within all leads & lifts as per the direction of Engineer-In Charge
Providing and laying cement concrete 1:2:4 (1 Cement:2 Sand:4 Graded Stone Aggregate 20 mm nominal size) and curing complete excluding cost of form work: foundation of plinth
Manufacturing and supplying of fencing panel of size 2.40 mx1.20 m fixed on all sides with ISA 40x40x5 mm as per drawing ( can be had from ESD office). Three pieces of similar section of 0.25 m long be fixed at the bottom frame & two pieces of 20x4 mm flat on both the vertical sides be fixed as hold fast. The operation of manufacturing shall including cutting of Hard-Drawn steel wire fabric square mesh of 3.0 mm wire and 25 mm pitch, Angle section & welding of wire mesh, angle with 20x4 mm flats on all four sides and applying a priming coat of steel primer after pretreatment of surface to the entire satisfaction of Engineer-In-Charge
Providing and fixing Steel gate
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