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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹2.2 L | L1 | Accepted-Finance Stand As L1 |
| 2 | L2₹2.3 LAccepted-Finance | ₹2.3 L | L2 | Accepted-Finance Stand As L2 |
| 3 | L3₹2.4 LAccepted-Finance | ₹2.4 L | L3 | Accepted-Finance Stand As L3 |
| 4 | Rejected-Technical V P O BARI GUMANUTEH SADAR DISTRICT MANDI H P | - | - | Rejected-Technical all desired documents are not found submitted |
| Sl No | Description | Qty | Unit | Mushtaq L3 | Suresh Kumar L1 | Moti Singh L2 |
|---|---|---|---|---|---|---|
| 1.00 | Removal of slip in all kind of soil ( including saturated soil but excluding boulders and rocky portion requiring blasting upto a distance of 1.20 mtr disposing of unserviceable materials stacking serviceable materials and neatly dressing the surface. | 37.5 | CUM | 330 ₹14,602.50 | 150 ₹6,637.50 | 340 ₹15,045 |
| 2.00 | Chiselling/wedging out of rock where blasting id prohibited: Hard rock | 4 | CUM | 2,200 ₹10,384 | 1,000 ₹4,720 | 2,250 ₹10,620 |
| 3.00 | 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. | 7.5 | CUM | 150 ₹1,327.50 | 400 ₹3,540 | 155 ₹1,371.75 |
| 4.00 | Providing & making Gabion structure with Mechanically Woven Double Twisted
Hexagonal/Square Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause
2500, of required size, Mesh Type 10x12 ([=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 minímum 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. | 31.25 | CUM | 3,800 ₹1.4 L | 3,650 ₹1.3 L | 3,520 ₹1.3 L |
| 5.00 | Stone Soling/dry stone packing/Dry stone masonry as per direction of EIC | 5.16 | CUM | 2,600 ₹15,830.88 | 2,000 ₹12,177.60 | 2,600 ₹15,830.88 |
| 6.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)
including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string
or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,
sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and
|finishing:1:1/2:3 (1 cement: 1½ coarse sand): 3 graded stone aggregate 20 mm nominal size) | 1.5 | CUM | 12,000 ₹21,240 | 11,000 ₹19,470 | 11,200 ₹19,824 |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level. | 294.38 | KG | 100 ₹34,736.84 | 100 ₹34,736.84 | 95 ₹33,000 |
| 8.00 | Centering and shuttering including strutting, propping ete. and removal of form work | 6 | SQM | 500 ₹3,540 | 500 ₹3,540 | 550 ₹3,894 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹3,735
Closing Date
17 Apr 2026, 5:00 pmClosed
SENIOR MANAGER HPPTCL PIU CHAMBA
SENIOR MANAGER HPPTCL PIU CHAMBA
Restroation work at Tower Location-51 of 220kV DC TLine Mazra Karian
2026_HPPTC_133412_1
HPPTCL/Sr.Manager (P)/Tenders/Chamba/2025-26/13
Open Tender
Miscellaneous Services
Tandola
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Yes
₹3,735
Yes
20 Jun 2026
6 Apr 2026
18 Apr 2026
6 Apr 2026
17 Apr 2026
6 Apr 2026
6 Apr 2026 - 17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Removal of slip in all kind of soil ( including saturated soil but excluding boulders and rocky portion requiring blasting upto a distance of 1.20 mtr disposing of unserviceable materials stacking serviceable materials and neatly dressing the surface. | - | CUM | - | - | BI01010001010000000000000515BI0100001113 | |
Chiselling/wedging out of rock where blasting id prohibited: Hard rock | - | CUM | - | - | BI01010001010000000000000515BI0100001114 | |
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. | - | CUM | - | - | BI01010001010000000000000515BI0100001115 | |
Providing & making Gabion structure with Mechanically Woven Double Twisted
Hexagonal/Square Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause
2500, of required size, Mesh Type 10x12 ([=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 minímum 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. | - | CUM | - | - | BI01010001010000000000000515BI0100001116 | |
Stone Soling/dry stone packing/Dry stone masonry as per direction of EIC | - | CUM | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)
including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string
or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,
sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and
|finishing:1:1/2:3 (1 cement: 1½ coarse sand): 3 graded stone aggregate 20 mm nominal size) | - | CUM | - | - | BI01010001010000000000000515BI0100001118 | |
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level. | - | KG | - | - | BI01010001010000000000000515BI0100001119 | |
Centering and shuttering including strutting, propping ete. and removal of form work | - | SQM | - | - | - |
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