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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.8 LAccepted-AOC HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | ₹6.8 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹7.3 LRejected-Finance CT PUBLIC SCHOOL PHAYAL KHASARA NO 597 JAKHOO MOHAL PHAIL SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹7.3 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹7.6 LRejected-Finance | ₹7.6 L | L-3 | Rejected-Finance L-3 |
| Sl No | Description | Qty | Unit | PARAS RAM L3 | RANJEET THAKUR L1 | Thakur Constructions L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in earth work, lift upto 1.50 metres, stacking the excavated soil not more than 3 mtrs (Three meters) clear from the edge of the excavation and then retuning the stacked soil in15cm (Fifteen centimeter) layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres. | 66 | Cum | 150 ₹11,682 Lowest | 350 ₹27,258 | 176.47 ₹13,743.48 |
| 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 1:5 (1 cement : 5 coarse
sand). | 100.2 | Cum | 5,800 ₹6,85,768.8 | 5,100 ₹6,03,003.6 Lowest | 5,647.06 ₹6,67,685.78 |
| 3.00 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 2.76 | Cum | 5,500 ₹17,912.4 | 6,700 ₹21,820.56 | 5,176.47 ₹16,858.73 Lowest |
| 4.00 | Stone filling behind retaining walls complete in all respect as per direction of Engineer-in-charge. | 9.6 | Cum | 1,500 ₹16,992 | 1,000 ₹11,328 | 941.18 ₹10,661.69 Lowest |
| 5.00 | P/L 110 mm dia PVC pipes as per directions of EIC in weep holes of retaining/breast walls etc. | 64.7 | RM | 350 ₹26,721.1 | 230 ₹17,559.58 | 211.76 ₹16,167.03 Lowest |
Tender Value
Refer Docs
EMD Value
₹15,756
Closing Date
18 Jun 2026, 4:00 pmClosed
Senior Manager (Projects)
HPPTCL PIU Sarabai, Bhunter, Distt. Kullu HP 175125
Construction of breast wall of Gantry structure between Tower No. 61 and 62 of 220 kV DC Charor Banala Transmission Line under HPPTCL PIU Sarabai, District Kullu, H.P. 175125
2026_HPPTC_135825_1
HPPTCL/PIU SARABAI/TENDERS/SMS/2026-27/04
Open Tender
Civil Works
Item Rate
60 days
T61 and T62 Banala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹15,756
22 Aug 2026
6 Jun 2026
19 Jun 2026
6 Jun 2026
18 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc. in earth work, lift upto 1.50 metres, stacking the excavated soil not more than 3 mtrs (Three meters) clear from the edge of the excavation and then retuning the stacked soil in15cm (Fifteen centimeter) layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres. | - | Cum | - | - |
| 2 | 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 1:5 (1 cement : 5 coarse
sand). | - | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 1 | Cum | - | - |
| 4 | Stone filling behind retaining walls complete in all respect as per direction of Engineer-in-charge. | 1 | Cum | - | - |
| 5 | P/L 110 mm dia PVC pipes as per directions of EIC in weep holes of retaining/breast walls etc. | - | RM | - | - |
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