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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-Finance VILLAGE RAMNI POST OFFICE RAMNI TEHSIL NICHAR DISTT KINNAUR H P | KINNAUR | HIMACHAL PRADESH | 172103 | ₹3.4 L | 1 | Accepted-Finance Responsive |
| 2 | 2₹3.6 L+₹19,648.03 (5.77%)Accepted-Finance R O PRIMTA NIWAS GAHAN SANJAULI SHIMLA 171006 | SHIMLA | HIMACHAL PRADESH | 171006 | ₹3.6 L+₹19,648.03 (5.77%) | 2 | Accepted-Finance Responsive |
| 3 | 3₹3.6 L+₹21,156.53 (6.22%)Accepted-Finance VILLAGE BADHAL JEORI TEHSIL RAMPUR DISTT SHIMLA H P | ₹3.6 L+₹21,156.53 (6.22%) | 3 | Accepted-Finance Responsive |
| Sl No | Description | Qty | Unit | Vikram Singh L2 | M/S AJEET NEGI L3 | PADAM SINGH NEGI CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 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. (Item code 2.6.1, 2.7.1 & 2.7.3) | 11.68 | Cum | 320 ₹4,410.37 Lowest | 435 ₹5,995.34 | 470 ₹6,477.73 |
| 2.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar | 8.2 | Cum | 550 ₹5,321.8 Lowest | 1,234 ₹11,940.18 | 1,200 ₹11,611.2 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) | 14.88 | Cum | 7,300 ₹1,28,176.32 | 7,687 ₹1,34,971.42 | 7,000 ₹1,22,908.8 Lowest |
| 4.00 | 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 & Paint of approved brand all complete. | 1,189.97 | Kg | 97.5 ₹1,36,906.05 | 93 ₹1,30,587.31 Lowest | 100 ₹1,40,416.46 |
| 5.00 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire | 1,499.3 | M | 21 ₹37,152.65 | 18 ₹31,845.13 | 10 ₹17,691.74 Lowest |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 1.67 | Cum | 6,450 ₹12,710.37 | 6,920 ₹13,636.55 | 5,000 ₹9,853 Lowest |
| 7.00 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 33.3 | Sqm | 900 ₹35,364.6 | 829 ₹32,574.73 | 800 ₹31,435.2 Lowest |
Tender Value
Refer Docs
EMD Value
₹8,100
Closing Date
5 Aug 2026, 5:00 pmClosed
Senior Manager (P)
HPPTCL, PIU Bhabanagar, Distt. Kinnsur (HP)
Construction of barbed wire fencing along the approach road
2026_HPPTC_139543_1
HPPTCL/Bhaba/TENDER/2026-27/04
Open Tender
Civil Works
Item Rate
45 days
66/22 kV GIS Nirmand
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
₹8,100
6 Aug 2026
21 Jul 2026
6 Aug 2026
21 Jul 2026
5 Aug 2026
21 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. (Item code 2.6.1, 2.7.1 & 2.7.3) | 11.68 | Cum | - | - |
| 2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar | 8.2 | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) | 14.88 | Cum | - | - |
| 4 | 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 & Paint of approved brand all complete. | 1,189.97 | Kg | - | - |
| 5 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire | 1,499.3 | M | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 1.67 | Cum | - | - |
| 7 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 33.3 | Sqm | - | - |
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