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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.9 LAccepted-Finance VPO RANGRIK TEHSIL SPITI DISTRICT LAHAUL SPITI KAZA HIMACHAL PRADESH 172114 | KAZA | LAHAUL SPITI | HIMACHAL PRADESH | 172114 | ₹4.9 L | L-1 | Accepted-Finance Qualified |
| 2 | L-2₹4.9 L+₹424.61 (0.09%)Accepted-Finance | ₹4.9 L+₹424.61 (0.09%) | L-2 | Accepted-Finance Qualified |
| 3 | L-3₹4.9 L+₹566.15 (0.11%)Accepted-Finance | ₹4.9 L+₹566.15 (0.11%) | L-3 | Accepted-Finance Qualified |
Tender Value
₹4.7 L
EMD Value
₹4,718
Closing Date
3 Jul 2026, 10:00 amClosed
Sr.Executive Engineer
O/o Sr.Executive Engineer,CMD HPSEBL Bhabanagar
Removal of silt from choked Hopper No 2,3,4,6 and repair of channel near Hopper under CMD,HPSEBL Bhabanagar for 2026-27
2026_HPSEB_137623_1
HPSEBL/CMD/WK-24/2026-11
Open Tender
Civil Works
Percentage
Rongtong, Rangrik
Please refer Tender documents.
7 documents required · 7 mandatory
₹590
₹4,718
6 Jul 2026
27 Jun 2026
3 Jul 2026
27 Jun 2026
3 Jul 2026
27 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Romoval of silt /slush from Hopper No-2,3,4&6 by manual/mechanical means i/c disposal of the same at designated place in all leads and lifts as per specification and drawings or as directed by the EIC | 120.6 | Cum | - | - |
| 2.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | 8.1 | Cum | 0.9 | ₹7.29 |
| 3.01 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 26.9 | Sqm | - | - |
| 4.01 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 37.5 | Cum | 0.9 | ₹33.75 |
| 5.01 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | 30 | Sqm | - | - |
| 6.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)(4.1.2 ) | 4.5 | Cum | - | - |
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