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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹26.8 LAccepted-Finance CT PUBLIC SCHOOL PHAYAL KHASARA NO 597 JAKHOO MOHAL PHAIL SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹26.8 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹27.2 LRejected-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | ₹27.2 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹28.9 LRejected-Finance | ₹28.9 L | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹29.9 LRejected-Finance | ₹29.9 L | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹30.9 LRejected-Finance MANDI HIMACHAL PRADESH | ₹30.9 L | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | KHAJAN SINGH L5 | RANJEET THAKUR L2 | Thakur Constructions L1 | DIWAN SINGH L3 | KARAN SEN L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 metres (Spade work 40%, Pick Work 40%, Chiselling work 20%). | 181.5 | Cum | 220 ₹47,117.4 Lowest | 500 ₹1,07,085 | 348 ₹74,531.16 | 350 ₹74,959.5 | 300 ₹64,251 |
| 2.00 | Excavation in foundation, trenches etc. in earth work in all classification of soil such as Spade work, pick work, wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, de-watering and/or removal of slush and incidentals, lift upto any heights, stacking the excavated soil not more than 3 mtrs (Three meters) clear from the edge of 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 excavated earth as directed by the Engineer-In charge, within all leads, lifts of materials and other incidentals. (Spade work 40%, Pick Work 40%, Chiselling work 20%). | 248.82 | Cum | 280 ₹82,210.13 Lowest | 600 ₹1,76,164.56 | 348 ₹1,02,175.44 | 520 ₹1,52,675.95 | 400 ₹1,17,443.04 |
| 3.00 | Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) in gravity walls of any thickness excluding form work complete in all respect as per direction of Engineer-in-charge. | 309.76 | Cum | 7,400 ₹27,04,824.32 | 6,000 ₹21,93,100.8 Lowest | 6,090 ₹22,25,997.31 | 6,500 ₹23,75,859.2 | 6,800 ₹24,85,514.24 |
| 4.00 | 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. complete in all respect as per direction of Engineer-in-charge. | 318.56 | Sqm | 280 ₹1,05,252.22 Lowest | 359 ₹1,34,948.39 | 413 ₹1,55,247.03 | 500 ₹1,87,950.4 | 400 ₹1,50,360.32 |
| 5.00 | Stone filling behind retaining walls complete in all respect as per direction of Engineer-in-charge. | 59.4 | Cum | 1,900 ₹1,33,174.8 | 1,120 ₹78,503.04 | 1,200 ₹84,110.4 | 900 ₹63,082.8 Lowest | 2,000 ₹1,40,184 |
| 6.00 | P/L 110 mm dia PVC pipes as per directions of EIC in weep holes of retaining/breast walls etc. | 126 | RM | 150 ₹22,302 Lowest | 253 ₹31,878 | 270 ₹40,143.6 | 250 ₹37,170 | 200 ₹29,736 |
Tender Value
Refer Docs
EMD Value
₹63,215
Closing Date
24 Jun 2026, 4:00 pmClosed
The Senior Manager (P) HPPTCL PIU Sarabai
The Senior Manager (Projects), HPPTCL PIU Sarabai, District Kullu (H.P) - 175125
Construction of retaining walls at Pit B and Pit C of Tower No 27 of 220 kV DC Charor Banala Transmission Line under HPPTCL PIU Sarabai District Kullu (H.P)
2026_HPPTC_135663_1
HPPTCL/PIU SARABAI/TENDERS/SMS/2026-27/03
Open Tender
Civil Works
Item Rate
90 days
T-27 near Boshadhar of 220kV Charor-Banal TL
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
₹63,215
7 Jul 2026
4 Jun 2026
25 Jun 2026
4 Jun 2026
24 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work and disposal of excavated earth upto a lead of 20 metres (Spade work 40%, Pick Work 40%, Chiselling work 20%). | - | Cum | - | - |
| 2 | Excavation in foundation, trenches etc. in earth work in all classification of soil such as Spade work, pick work, wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, de-watering and/or removal of slush and incidentals, lift upto any heights, stacking the excavated soil not more than 3 mtrs (Three meters) clear from the edge of 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 excavated earth as directed by the Engineer-In charge, within all leads, lifts of materials and other incidentals. (Spade work 40%, Pick Work 40%, Chiselling work 20%). | 1 | Cum | - | - |
| 3 | Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) in gravity walls of any thickness excluding form work complete in all respect as per direction of Engineer-in-charge. | 1 | Cum | - | - |
| 4 | 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. complete in all respect as per direction of Engineer-in-charge. | - | Sqm | - | - |
| 5 | Stone filling behind retaining walls complete in all respect as per direction of Engineer-in-charge. | 1 | Cum | - | - |
| 6 | 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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