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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.5 LAccepted-AOC ELECTRICAL CO HPSEG LTD KEYLONG L GS HP 175132 | LAHUL AND SPITI | HIMACHAL PRADESH | 175132 | 1 | Accepted-AOC Low | |
| 2 | 2₹3.5 L+₹3,951.58 (1.13%)Rejected-Finance JOGINDER NAGAR | 2 | Rejected-Finance High | |
| 3 | 3₹4.0 L+₹48,933.87 (14.0%)Rejected-Finance | 3 | Rejected-Finance High | |
| 4 | 4₹5.0 L+₹1.5 L (42.1%)Rejected-Finance | 4 | Rejected-Finance High |
| Sl No | Description | Qty | Unit | SHER SINGH L1 | AMIT KUMAR L2 | ABS INFRATECH AND INVESTMENT L4 | DEEPAK NEGI GOVT CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|
| 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. | 30 | Cum | 127 ₹4,495.8 Lowest | 127 ₹4,495.8 Lowest | 350 ₹12,390 | 127.2 ₹4,503 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 9.82 | Cum | 152.5 ₹1,767.11 Lowest | 152.5 ₹1,767.11 Lowest | 400 ₹4,635.04 | 169.6 ₹1,965.28 |
| 3.00 | P/LCC 1:6:12 (1 Cement, 6 Sand, 12 garded crushed stone aggregate 40 mm normal size) and curing complete excluding cost of centring & shuttering in foundations. | 4.85 | Cum | 4,700 ₹26,898.1 Lowest | 4,700 ₹26,898.1 Lowest | 5,800 ₹33,193.4 | 4,942.4 ₹28,285.35 |
| 4.00 | R.R Mansonary/Polygonal rubble masonry ( uncrossed brought to course) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12(1Cement :6 sand :12 graded stone aggregate 20mm nominal size) in cement mortar 1:6(1 cement 6 sand) inbreast wall & retaining wall | 64.4 | Cum | 4,100 ₹3,11,567.2 Lowest | 4,152 ₹3,15,518.78 | 5,800 ₹4,40,753.6 | 4,716.8 ₹3,58,438.81 |
| 5.00 | Stone filling behind retaining wall | 3.75 | Cum | 1,271 ₹5,624.18 Lowest | 1,271 ₹5,624.18 Lowest | 1,500 ₹6,637.5 | 1,376.8 ₹6,092.33 |
| 6.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 2.54 | Cum | 126.7 ₹379.76 Lowest | 126.7 ₹379.76 Lowest | 300 ₹899.16 | 127.2 ₹381.25 |
Tender Value
Refer Docs
EMD Value
₹4,996
Closing Date
1 Aug 2025, 10:30 amClosed
Sr EXecutive Engineer ES Division Kotla
ES Division Kotla Jeori
Tender for restoration of damaged protection work RR masonry wall of tower no 47 of 220 kV DC transmission line from Kotla to Bhaba Power House under Electrical System Division HPSEBL Kotla Jeori
2025_HPSEB_110801_1
ESDK-08/2025-26
Open Tender
Miscellaneous Services
Percentage
60 days
Humtoo Near SSB Camp shalabag
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹4,996
6 Aug 2025
23 Jul 2025
1 Aug 2025
23 Jul 2025
1 Aug 2025
23 Jul 2025
23 Jul 2025 - 1 Aug 2025
Amount
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.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
P/LCC 1:6:12 (1 Cement, 6 Sand, 12 garded crushed stone aggregate 40 mm normal size) and curing complete excluding cost of centring & shuttering in foundations.
R.R Mansonary/Polygonal rubble masonry ( uncrossed brought to course) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12(1Cement :6 sand :12 graded stone aggregate 20mm nominal size) in cement mortar 1:6(1 cement 6 sand) inbreast wall & retaining wall
Stone filling behind retaining wall
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
AMIT KUMAR (BID ID -540602)
DEEPAK NEGI GOVT CONTRACTOR (BID ID -540317)
ABS INFRATECH AND INVESTMENT (BID ID -539910)
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