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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.2 LAccepted-Finance B 708 NEO HIGHTS DR LOHIA MARG CIVIL LINES PRAYAGRAJ PRAYAGRAJ PRAYAGRAJ UTTAR PRADESH 211001 UDYAM UP 03 0077658 | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹9.2 L | 1 | Accepted-Finance LOWEST FIRST |
| 2 | 2₹11.3 LAccepted-Finance | ₹11.3 L | 2 | Accepted-Finance LOWEST SECOND |
| Sl No | Description | Qty | Unit | M/s Tanishk Enterprises L1 | Marc vision infrasolutions pvt. ltd. L2 |
|---|---|---|---|---|---|
| 1.00Revetment of tower foundation of tower location No.60 (A type) of 132 KV Phulpur-Kaurihar line under ETD-I, Prayagraj. The job includes the following work. | |||||
| 1.01 | Excavation of earth in ordinary soil in already excavated area including waterung ramming etc as per drawing and direction of superwising engineer. | 138.62 | CuM | 122 ₹16,911.64 | 120 ₹16,634.40 |
| 1.02 | Laying of Bottom pad (lean concreting) in thickness of 50 mm in ratio 1:3:6 of cement, sand and 40mm stone ballast including cost of all material and labour. | 4.33 | CuM | 2,600 ₹11,258 | 5,000 ₹21,650 |
| 1.03 | 1st class R.R. stonmansonry work with stone. Size of stone should be between 6 to 8" of standard as per technical specification for this type of work in 1:6 cement, coarse sand of mortar for construction of platform in thickneww of 0.23mtr & revetment wall and making weep holes providing plastic pipe of required length (cost including the cost of cutting of plastic pipe in accordance size and fitting them two layers at span 2.0 meter at depth of 0.5 meter, 1.25 meter respectively from top of the revetment wall) indluding the cost of all material and labour. | 135.48 | CuM | 3,303 ₹4.5 L | 4,000 ₹5.4 L |
| 1.04 | Cement concrete with 20mm stone ballast, coarse sand and cement in ratio 1:2:4 on the top platfrom of the foundation including all material, labour and T&P etc required for complition of work satisfactory as per technical specification & drawing top seal construction cement concreting including cost of all material and labour charge. | 0.42 | CuM | 5,750 ₹2,415 | 6,000 ₹2,520 |
| 1.05 | Back filling and gap leveling under floor and in area for the revetment of towers including the cost of earth to be obtained from out side including watering ramming in 200mm layers and dressing of earth etc complite including cost of earth royality, taxes, skilled labour and t&P including all leads as per technical specification. | 51.82 | CuM | 75 ₹3,886.50 | 135 ₹6,995.70 |
| 2.00Revetment of tower foundation of tower location No.17 (A type) of 132 KV Handia-Jhusi line under ETD-I, Prayagraj. The job includes the following work. | |||||
| 2.01 | Excavation of earth in ordinary soil in already excavated area including waterung ramming etc as per drawing and direction of superwising engineer. | 102.38 | CuM | 122 ₹12,490.36 | 120 ₹12,285.60 |
| 2.02 | Laying of Bottom pad (lean concreting) in thickness of 50 mm in ratio 1:3:6 of cement, sand and 40mm stone ballast including cost of all material and labour. | 3.41 | CuM | 2,600 ₹8,866 | 5,000 ₹17,050 |
| 2.03 | 1st class R.R. stonmansonry work with stone. Size of stone should be between 6 to 8" of standard as per technical specification for this type of work in 1:6 cement, coarse sand of mortar for construction of platform in thickneww of 0.23mtr & revetment wall and making weep holes providing plastic pipe of required length (cost including the cost of cutting of plastic pipe in accordance size and fitting them two layers at span 2.0 meter at depth of 0.5 meter, 1.25 meter respectively from top of the revetment wall) indluding the cost of all material and labour. | 125.6 | CuM | 3,303 ₹4.1 L | 4,000 ₹5.0 L |
Updated dates
Tender Value
₹11.7 L
EMD Value
₹14,000
Closing Date
15 Dec 2025, 5:00 pmClosed
Suprintending Engineer
Superintending Engineer Electricity Transmission Circle I 57 George Town Prayagraj 211002 PH- 0532-2256499/9415311005
Revetment of tower foundation at tower location No.60 (A type) of 132 KV S/C Phulpur - KauriharLine and tower location No.17 (A type) of 132 KV S/C Handia - Jhunsi line, under Electy. Trans. Division-I, Prayagraj
2025_UPTCL_1089859_2
23-ETC-I(P)/ 2025-2026
Open Tender
Electrical Works
60 days
Prayagraj
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
SE ETC-I PRAYAGRAJ
₹14,000
26 Dec 2025
12 Nov 2025
16 Dec 2025
12 Nov 2025
15 Dec 2025
12 Nov 2025
Amount
Revetment of tower foundation of tower location No.60 (A type) of 132 KV Phulpur-Kaurihar line under ETD-I, Prayagraj. The job includes the following work.
Excavation of earth in ordinary soil in already excavated area including waterung ramming etc as per drawing and direction of superwising engineer.
Laying of Bottom pad (lean concreting) in thickness of 50 mm in ratio 1:3:6 of cement, sand and 40mm stone ballast including cost of all material and labour.
1st class R.R. stonmansonry work with stone. Size of stone should be between 6 to 8" of standard as per technical specification for this type of work in 1:6 cement, coarse sand of mortar for construction of platform in thickneww of 0.23mtr & revetment wall and making weep holes providing plastic pipe of required length (cost including the cost of cutting of plastic pipe in accordance size and fitting them two layers at span 2.0 meter at depth of 0.5 meter, 1.25 meter respectively from top of the revetment wall) indluding the cost of all material and labour.
Cement concrete with 20mm stone ballast, coarse sand and cement in ratio 1:2:4 on the top platfrom of the foundation including all material, labour and T&P etc required for complition of work satisfactory as per technical specification & drawing top seal construction cement concreting including cost of all material and labour charge.
Back filling and gap leveling under floor and in area for the revetment of towers including the cost of earth to be obtained from out side including watering ramming in 200mm layers and dressing of earth etc complite including cost of earth royality, taxes, skilled labour and t&P including all leads as per technical specification.
Revetment of tower foundation of tower location No.17 (A type) of 132 KV Handia-Jhusi line under ETD-I, Prayagraj. The job includes the following work.
Excavation of earth in ordinary soil in already excavated area including waterung ramming etc as per drawing and direction of superwising engineer.
Laying of Bottom pad (lean concreting) in thickness of 50 mm in ratio 1:3:6 of cement, sand and 40mm stone ballast including cost of all material and labour.
1st class R.R. stonmansonry work with stone. Size of stone should be between 6 to 8" of standard as per technical specification for this type of work in 1:6 cement, coarse sand of mortar for construction of platform in thickneww of 0.23mtr & revetment wall and making weep holes providing plastic pipe of required length (cost including the cost of cutting of plastic pipe in accordance size and fitting them two layers at span 2.0 meter at depth of 0.5 meter, 1.25 meter respectively from top of the revetment wall) indluding the cost of all material and labour.
Cement concrete with 20mm stone ballast, coarse sand and cement in ratio 1:2:4 on the top platfrom of the foundation including all material, labour and T&P etc required for complition of work satisfactory as per technical specification & drawing top seal construction cement concreting including cost of all material and labour charge.
Back filling and gap leveling under floor and in area for the revetment of towers including the cost of earth to be obtained from out side including watering ramming in 200mm layers and dressing of earth etc complite including cost of earth royality, taxes, skilled labour and t&P including all leads as per technical specification.
Marc vision infrasolutions pvt. ltd. (BID ID -5708448)
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