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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC VILLAGE GOLHUIEN PO KILOD TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | ₹7.5 L | L1 | Accepted-AOC Stand as L1 |
| 2 | L2₹8.9 L+₹1.4 L (18.2%)Rejected-AOC VILLAGE PO BANIKHET TEHSIL DALHOUSIE DISTT CHAMBA HP | ₹8.9 L+₹1.4 L (18.2%) | L2 | Rejected-AOC Stand as L2 |
| 3 | L3₹8.9 L+₹1.4 L (18.7%)Rejected-AOC | ₹8.9 L+₹1.4 L (18.7%) | L3 | Rejected-AOC Stand as L3 |
| 4 | L4₹9.0 L+₹1.5 L (19.8%)Rejected-AOC | ₹9.0 L+₹1.5 L (19.8%) | L4 | Rejected-AOC Stand as L4 |
| Sl No | Description | Qty | Unit | SONU GOVT. CONTRACTOR L3 | Abhinav L2 | Kamlesh Kumar L1 | Balvinder Singh L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Removal of slips in all kinds of soil (including saturated soil but excluding boulders and rocky portion requiring blasting upto a distance of 20 metres dosposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface. | 186.9 | CUM | 610 ₹1,34,530.62 | 410 ₹90,422.22 | 280 ₹61,751.76 Lowest | 1,350 ₹2,97,731.7 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 71.31 | CUM | 490 ₹41,231.44 | 210 ₹17,670.62 | 150 ₹12,621.87 Lowest | 450 ₹37,865.61 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 23.7 | SQM | 650 ₹18,177.9 | 500 ₹13,983 | 500 ₹13,983 | 350 ₹9,788.1 Lowest |
| 5.00 | P/L 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 28.35 | CUM | 8,500 ₹2,84,350.5 | 9,000 ₹3,01,077 | 9,000 ₹3,01,077 | 7,500 ₹2,50,897.5 Lowest |
| 6.00 | Providing & making Crate work/Gabion structure with Mechanically Woven Double Twisted Hexagonal /rectangular 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 | 109.38 | CUM | 3,200 ₹4,13,018.88 | 3,600 ₹4,64,646.24 | 2,800 ₹3,61,391.52 | 2,350 ₹3,03,310.74 Lowest |
Tender Value
Refer Docs
EMD Value
₹17,471
Closing Date
5 May 2026, 5:00 pmClosed
SENIOR MANAGER HPPTCL PIU CHAMBA
SENIOR MANAGER HPPTCL PIU CHAMBA
Restoration of Protection work at Leg A and B of Tower location 38 of 220KV Transmission line Holi Bajoli Lahal
2026_HPPTC_135228_1
HPPTCL/Sr.Manager (P)/Tenders/Chamba/2025-26/16
Open Tender
Miscellaneous Services
Item Rate
Ratten Village Bharmour
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Yes
₹17,471
Yes
21 Aug 2026
28 Apr 2026
6 May 2026
28 Apr 2026
5 May 2026
28 Apr 2026
28 Apr 2026 - 5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removal of slips in all kinds of soil (including saturated soil but excluding boulders and rocky portion requiring blasting upto a distance of 20 metres dosposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface. | 186.9 | CUM | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 71.31 | CUM | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 23.7 | SQM | - | - |
| 5 | P/L 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 28.35 | CUM | - | - |
| 6 | Providing & making Crate work/Gabion structure with Mechanically Woven Double Twisted Hexagonal /rectangular 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 | 109.38 | CUM | - | - |
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