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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC VPO HARDASPURA TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | ₹7.8 L Quoted ₹8.3 L | L1 | Accepted-AOC The bidder stands as L1, as the awarded value is based on the negotiated amount. |
| 2 | L2₹8.7 L+₹41,601.85 (5.02%)Rejected-AOC VPO HARDASPURA TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | ₹8.7 L+₹41,601.85 (5.02%) | L2 | Rejected-AOC stands as L2 |
| 3 | L3₹11.0 L+₹2.7 L (33.1%)Rejected-AOC VILLAGE GOLHUIEN PO KILOD TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | ₹11.0 L+₹2.7 L (33.1%) | L3 | Rejected-AOC stands as L3 |
| Sl No | Description | Qty | Unit | ROHIT PARIHAN | Lokinder Kumar | Kamlesh Kumar |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 14.7 | cum | 6,615 ₹7,805.7 Lowest | 6,615 ₹7,805.7 Lowest | 6,615 ₹7,805.7 Lowest |
| 2.00 | 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) | 18.75 | cum | 1,32,187.5 ₹1,55,981.25 | 1,28,437.5 ₹1,51,556.25 Lowest | 1,44,375 ₹1,70,362.5 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded
stone aggregate 20 mm nominal size) | 29.42 | cum | 2,79,490 ₹3,29,798.2 | 2,70,664 ₹3,19,383.52 Lowest | 2,91,258 ₹3,43,684.44 |
| 4.00 | P/L dry stone packing/Dry stone masonry as per direction of EIC | 8 | cum | 20,800 ₹24,544 | 19,600 ₹23,128 Lowest | 56,000 ₹66,080 |
| 5.00 | Providing and laying 75mm dia PVC Pipes as per directions of EIC in weap holes of retaining/breast walls etc. | 12.4 | RMT | 22,320 ₹26,337.6 | 20,770 ₹24,508.6 Lowest | 24,800 ₹29,264 |
| 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. | 33.34 | SQM | 20,004 ₹23,604.72 | 18,170.3 ₹21,440.95 Lowest | 21,671 ₹25,571.78 |
| 7.00 | 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. | 82.37 | cum | 30,476.9 ₹35,962.74 | 28,005.8 ₹33,046.84 Lowest | 45,303.5 ₹53,458.13 |
| 8.00 | 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.. | 62.5 | cum | 2,25,000 ₹2,65,500 | 2,09,375 ₹2,47,062.5 Lowest | 3,43,750 ₹4,05,625 |
Tender Value
Refer Docs
EMD Value
₹13,300
Closing Date
27 Dec 2025, 4:00 pmClosed
Sr manager PIU Chamba
VPO Karian Tehsil and District Chamba
Restoration of Revetment works by Providing CC Stepped wall M15 with RR Masonry at Pit B and Crate work at Pit D of Tower Location 15 iro 220KV DC Transmission Line from Karian Rajera under HPPTCL PIU Chamba
2025_HPPTC_123855_1
HPPTCL/Sr. Manager (P)/TENDERS/Chamba/2025-26/05
Open Tender
Miscellaneous Services
Item Wise
rajera chamba
Please refer tender documents
2 documents required · 2 mandatory
₹1,180
Yes
Sr Manager projects HPPTCL PIU Chamba
₹13,300
Yes
12 May 2026
22 Dec 2025
29 Dec 2025
22 Dec 2025
27 Dec 2025
22 Dec 2025
22 Dec 2025 - 27 Dec 2025
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.
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)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
P/L dry stone packing/Dry stone masonry as per direction of EIC
Providing and laying 75mm dia PVC Pipes as per directions of EIC in weap holes of retaining/breast walls etc.
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.
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.
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..
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