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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-Finance | ₹18.9 L | L1 | Accepted-Finance stand as L1 |
| 2 | L2₹19.3 LAccepted-Finance VILLAGE GOLHUIEN PO KILOD TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | ₹19.3 L | L2 | Accepted-Finance stand as L2 |
| 3 | L3₹22.9 LAccepted-Finance | ₹22.9 L | L3 | Accepted-Finance stand as L3 |
| 4 | Not Admitted-Fee/PreQual/Technical VILLAGE BAGGA PO SIANJ TEHSIL CHACHYOT DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | - | - | Not Admitted-Fee/PreQual/Technical Others-Contractor was debarred from HPPTCL Chamba Zone for Six Months. |
| Sl No | Description | Qty | Unit | SONU GOVT. CONTRACTOR L3 | Kamlesh Kumar L2 | Mushtaq L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation/Cutting 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 required as per site, as directed by Engineer-in-charge. All kinds of soil | 469.3 | CUM | 530 ₹2,93,500.22 | 150 ₹83,066.1 Lowest | 185 ₹1,02,448.19 |
| 2.00 | P/L 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 55.26 | CUM | 6,000 ₹3,91,240.8 Lowest | 6,240 ₹4,06,890.43 | 7,200 ₹4,69,488.96 |
| 3.00 | 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. | 105.44 | SQM | 490 ₹60,965.41 | 500 ₹62,209.6 | 175 ₹21,773.36 Lowest |
| 4.00 | Providing water drainage system by means of U-shaped open brickwork surface drain with a section 300 wide and 600 in depth complete in all respect | 50 | RMT | 1,450 ₹85,550 Lowest | 2,810 ₹1,65,790 | 2,900 ₹1,71,100 |
| 5.00 | 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) | 65.5 | CUM | 2,800 ₹2,16,412 Lowest | 6,845 ₹5,29,050.05 | 6,400 ₹4,94,656 |
| 6.00 | 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 gradedstone aggregate 20 mm nominal size) | 13.59 | CUM | 7,500 ₹1,20,271.5 Lowest | 8,200 ₹1,31,496.84 | 7,800 ₹1,25,082.36 |
| 7.00 | P/L Dry stone packing/Dry stone Soling as per direction of EIC | 56.7 | CUM | 1,950 ₹1,30,466.7 Lowest | 2,550 ₹1,70,610.3 | 2,200 ₹1,47,193.2 |
| 8.00 | P/L Chain link and Barbed wire fencing at boundary as per drawing | 42 | RMT | 550 ₹27,258 Lowest | 4,100 ₹2,03,196 | 3,800 ₹1,88,328 |
| 9.00 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 0.12 | MT | 1,00,000 ₹14,396 | 90,000 ₹12,956.4 | 86,000 ₹12,380.56 Lowest |
| 10.00 | Shifting of Spare Tower Materials of various transmission lines including Loading, unloading and Stacking in arranged order (300M) | 139.53 | Ton | 5,050 ₹8,31,459.27 | 350 ₹57,625.89 Lowest | 380 ₹62,565.25 |
Tender Value
Refer Docs
EMD Value
₹38,022
Closing Date
7 May 2026, 4:00 pmClosed
SENIOR MANAGER HPPTCL PIU CHAMBA
SENIOR MANAGER HPPTCL PIU CHAMBA
Construction of C C Platform along with Fencing for stacking of spare towers of Various types and Shifting of Spare Tower Materials of various transmission lines including Loading unloading and Stacking by manual means in arranged order
2026_HPPTC_135229_1
HPPTCL/Sr.Manager (P)/Tenders/Chamba/2026-27/17
Open Tender
Miscellaneous Services
Item Rate
Karian Chamba
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Yes
₹38,022
Yes
20 Jun 2026
28 Apr 2026
8 May 2026
28 Apr 2026
7 May 2026
28 Apr 2026
28 Apr 2026 - 7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation/Cutting 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 required as per site, as directed by Engineer-in-charge. All kinds of soil | 469.3 | CUM | - | - |
| 2 | P/L 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 55.26 | CUM | - | - |
| 3 | 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. | 105.44 | SQM | - | - |
| 4 | Providing water drainage system by means of U-shaped open brickwork surface drain with a section 300 wide and 600 in depth complete in all respect | 50 | RMT | - | - |
| 5 | 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) | 65.5 | CUM | - | - |
| 6 | 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 gradedstone aggregate 20 mm nominal size) | 13.59 | CUM | - | - |
| 7 | P/L Dry stone packing/Dry stone Soling as per direction of EIC | 56.7 | CUM | - | - |
| 8 | P/L Chain link and Barbed wire fencing at boundary as per drawing | 42 | RMT | - | - |
| 9 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | - | MT | - | - |
| 10 | Shifting of Spare Tower Materials of various transmission lines including Loading, unloading and Stacking in arranged order (300M) | 139.53 | Ton | - | - |
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