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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC VILLAGE GOLHUIEN PO KILOD TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | ₹8.7 L | L1 | Accepted-AOC Found L1 |
| 2 | L2₹9.0 LRejected-AOC | ₹9.0 L | L2 | Rejected-AOC Found L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Mushtaq L2 | Kamlesh Kumar L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation,trenches etc in earth work lift up to 1.50 mtr stacking the excavated soil not more than 3mtr clear from the edge of the excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc consolidating each deposited layer by ramming and watering then disposing of all surplus excavated earth as directed with in a lead of 20mtr witn pick/jumper work 50% each | 69.56 | CUM | 490 ₹40,219.59 | 450 ₹36,936.36 |
| 2.00 | Providing and laying cement concrete 1:2:4 (1 cement:2 sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in: Foundation and Plinth | 20.86 | CUM | 9,300 ₹2.3 L | 9,100 ₹2.2 L |
| 4.00 | P/L 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 10.47 | CUM | 8,000 ₹98,836.80 | 7,450 ₹92,041.77 |
| 5.00 | 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 | 3,700 ₹4.8 L | 3,560 ₹4.6 L |
| 6.00 | 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 | 82.01 | SQM | 600 ₹58,063.08 | 550 ₹53,224.49 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹14,715
Closing Date
19 Mar 2026, 5:00 pmClosed
Sr. Manager(P)
Sr. Manager Projects HPPTCL PIU Chamba at karian
Providing fixing Crate work with Cladding for protection of existing RCC Rall at Leg A B of T04 in respect of LILO of 220KV DC TL Bajoli Holi to Lahal under HPPTCL PIU Chamba
2026_HPPTC_130794_1
HPPTCL/Sr. Manager (P)/TENDERS/Chamba/2025-26/11
Open Tender
Miscellaneous Services
Near 220 kV Heiling Substation at Dalli
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Yes
₹14,715
Yes
15 Jun 2026
9 Mar 2026
20 Mar 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
9 Mar 2026 - 19 Mar 2026
Excavation in foundation,trenches etc in earth work lift up to 1.50 mtr stacking the excavated soil not more than 3mtr clear from the edge of the excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc consolidating each deposited layer by ramming and watering then disposing of all surplus excavated earth as directed with in a lead of 20mtr witn pick/jumper work 50% each
Providing and laying cement concrete 1:2:4 (1 cement:2 sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in: Foundation and Plinth
P/L 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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
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
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