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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-Finance 00 YAKUBPUR NEAR PRIMARY SCHOOL YAKUBPUR YAKUBPUR BULANDSHAHR UTTAR PRADESH 203001 | BULANDSHAHR | UTTAR PRADESH | 203001 | ₹1.7 L | L1 | Accepted-Finance As per norms of UPPTCL |
| 2 | L2₹1.7 LAccepted-Finance | ₹1.7 L | L2 | Accepted-Finance As per norms of UPPTCL |
| 3 | L3₹1.7 LAccepted-Finance | ₹1.7 L | L3 | Accepted-Finance As per norms of UPPTCL |
| Sl No | Description | Qty | Unit | M/s Abhinav Enterprises L3 | shiva enterprises L1 | MISHRA TRADING COMPANY L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of sand pit for 220KV Sub-Station, Kanduni (Sitapur):- | ||||||
| 1.01 | Exacavation of dry soil including lift upto 0.30 Mtr., watering and ramming in the pit and backfilling after completion of work (Exacavation and backfilling both)2x(2x1.5x0.3)m3 | 1.8 | CuM. | 210 ₹378 | 188 ₹338.40 | 195 ₹351 |
| 1.02 | Base cement concreeting 1:4:8 with 40mm brick balast coarse sand and cement under the floor including cost of all material, Labour, T&P etc to complete the job 2x (2x1.5x0.3)m3 | 1.8 | CuM. | 6,000 ₹10,800 | 5,900 ₹10,620 | 6,000 ₹10,800 |
| 1.03 | First class brick work in 1:4 cement and coarse sand mortar in pit foundation & walls including cost of all material, labour, T&P etc to complete the job. 2[(1.06x1x0.22)+(2x1x0.22)]+2[(1/2x(1.28x.22x.22)]+(0.22x2x.22)m3 | 3.01 | CuM. | 7,000 ₹21,070 | 6,900 ₹20,769 | 7,000 ₹21,070 |
| 1.04 | 12mm thick plaster with cement mortar with 1:4 cement and coarse sand mortar on walls of pit including cost of all material, Labour,T&P etc to complete the job. 2x[{(1.5x1)+(2x1)}+{(1.06x1)+(1.56x1)}]+4x{1/2x(1.28x.22)}+2x(1.29x0.22)+(2x0.22)+1.56x.22)m2 | 28.3 | Sq.Cm. | 150 ₹4,245 | 140 ₹3,962 | 150 ₹4,245 |
| 1.05 | Sand filling including cost of sand, labour T&P required for filling | 6 | CuM. | 1,800 ₹10,800 | 1,740 ₹10,440 | 1,755 ₹10,530 |
| 2.00Constrcution of Shed for sand pit for 220KV Sub-Station, Kanduni:- | ||||||
| 2.01 | Cement concrete with 20 mm stone ballast coarse sand and cement in ratio of 1:2:4 for grooting of angle (04 Nos leg). (0.3x0.3x0.3)m3 | 2 | CuM. | 6,000 ₹12,000 | 5,938 ₹11,876 | 6,000 ₹12,000 |
| 2.02 | Grouting of 04 Nos 65x65x6 mm G.I./m.s. Angle post of size 3000 mm after due fabrication with CC mixture in the ratio of 1:2:4 fixing and welding of open hut type G.I./M.S. Angle frame structure of size 3000x2400x2400 mm by due fabrication with 65x65x6 mm size and 50x50 mm size G.I./M.S. angle on above GI/MS angle post by due cutting, drilling, welding etc of GI/MS angle to provided by department of each fire hut. | 2 | Cum. | 15,000 ₹30,000 | 13,388 ₹26,776 | 13,400 ₹26,800 |
| 2.03 | Fixing and fitting of asbestos corrugated (A.C.) roofing of size 3x4 inch to cover the roof of open hut type GI/MS angle frame structure of size 3000x2400x2400 mm with j hook bolt, nut and washer etc for each fire hut. | 2 | Job | 13,000 ₹26,000 | 12,000 ₹24,000 | 13,500 ₹27,000 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹2,000
Closing Date
23 Apr 2026, 11:00 amClosed
Executive Engineer
Electricity Transmission Division, UPPTCL, Hussainganj, Sitapur
Work
2026_UPTCL_1131845_1
E-Tender No.16/ETD(S)/2025-26
Open Tender
Electrical Works
30 days
Kanduni (Sitapur)
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Acc. No. 10906917956 IFSC-SBIN0000720
₹2,000
23 Apr 2026
31 Mar 2026
23 Apr 2026
31 Mar 2026
23 Apr 2026
31 Mar 2026
31 Mar 2026 - 23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of sand pit for 220KV Sub-Station, Kanduni (Sitapur):- | |||||
| 1.01 | Exacavation of dry soil including lift upto 0.30 Mtr., watering and ramming in the pit and backfilling after completion of work (Exacavation and backfilling both)2x(2x1.5x0.3)m3 | - | CuM. | - | - |
| 1.02 | Base cement concreeting 1:4:8 with 40mm brick balast coarse sand and cement under the floor including cost of all material, Labour, T&P etc to complete the job 2x (2x1.5x0.3)m3 | - | CuM. | - | - |
| 1.03 | First class brick work in 1:4 cement and coarse sand mortar in pit foundation & walls including cost of all material, labour, T&P etc to complete the job. 2[(1.06x1x0.22)+(2x1x0.22)]+2[(1/2x(1.28x.22x.22)]+(0.22x2x.22)m3 | - | CuM. | - | - |
| 1.04 | 12mm thick plaster with cement mortar with 1:4 cement and coarse sand mortar on walls of pit including cost of all material, Labour,T&P etc to complete the job. 2x[{(1.5x1)+(2x1)}+{(1.06x1)+(1.56x1)}]+4x{1/2x(1.28x.22)}+2x(1.29x0.22)+(2x0.22)+1.56x.22)m2 | - | Sq.Cm. | - | - |
| 1.05 | Sand filling including cost of sand, labour T&P required for filling | - | CuM. | - | - |
| 2Constrcution of Shed for sand pit for 220KV Sub-Station, Kanduni:- | |||||
| 2.01 | Cement concrete with 20 mm stone ballast coarse sand and cement in ratio of 1:2:4 for grooting of angle (04 Nos leg). (0.3x0.3x0.3)m3 | - | CuM. | - | - |
| 2.02 | Grouting of 04 Nos 65x65x6 mm G.I./m.s. Angle post of size 3000 mm after due fabrication with CC mixture in the ratio of 1:2:4 fixing and welding of open hut type G.I./M.S. Angle frame structure of size 3000x2400x2400 mm by due fabrication with 65x65x6 mm size and 50x50 mm size G.I./M.S. angle on above GI/MS angle post by due cutting, drilling, welding etc of GI/MS angle to provided by department of each fire hut. | - | Cum. | - | - |
| 2.03 | Fixing and fitting of asbestos corrugated (A.C.) roofing of size 3x4 inch to cover the roof of open hut type GI/MS angle frame structure of size 3000x2400x2400 mm with j hook bolt, nut and washer etc for each fire hut. | - | Job | - | - |
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