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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILLAGE GOLHUIEN PO KILOD TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | Accepted-Technical found in order |
| 2 | Accepted-Technical | Accepted-Technical Found in order |
| 3 | Accepted-Technical | Accepted-Technical Found in order |
Tender Value
Refer Docs
EMD Value
₹18,890
Closing Date
21 Jul 2026, 5:00 pmClosed
Er.Yogesh Sharma
HPPTCL Chamba Zone Chamba at Karian
Restoration of protection work and Repair Replacement of Damaged Tower Memebrs at T 07 Location of 220KV DC Karian Rajera Transmission Line under HPPTCL PIU Chamba
2026_HPPTC_138747_1
HPPTCL/DGM (P) /TENDERS/2026/008
Open Tender
Supply and Erection
Item Rate
90 days
Village Karian Chamba
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Yes
₹18,890
Yes
24 Aug 2026
11 Jul 2026
22 Jul 2026
11 Jul 2026
21 Jul 2026
11 Jul 2026
11 Jul 2026 - 18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 24.03 | CUM | - | - |
| 2 | 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. | 4.5 | SQM | - | - |
| 3 | 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 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) | 2.25 | CUM | - | - |
| 4 | P/L Steel reinforcement for R.C.C. work including straightening, cutting, bending. placing in position and binding all complete upto plinth level | - | MT | - | - |
| 5 | P/L 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) | 4.72 | CUM | - | - |
| 6 | Stone Soling/dry stone packing/Dry stone masonry as per direction of EIC | 5.4 | CUM | - | - |
| 7 | 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 83% 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. | 42.97 | CUM | - | - |
| 8 | 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) | 4 | CUM | - | - |
| 9 | Supply & Fabrication of tower material including necesSsary Accessories | 0.8 | MT | - | - |
| 10 | Nut, Bolt and washers for Sr. No. 9 | 0.76 | MT | - | - |
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