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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAdmitted-Finance | ₹40.4 L | L1 | Admitted-Finance |
| 2 | L2₹41.2 LAdmitted-Finance | ₹41.2 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIJENDRA SINGH RAWAT L2 | CHANDRAMAULESHWAR ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00Civil Work | |||||
| 1.01 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 303 | Cum | 400 ₹1.2 L | 390 ₹1.2 L |
| 1.02 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 12 | 45.57 | Cum | 4,500 ₹2.1 L | 4,450 ₹2.0 L |
| 1.03 | R.C.C. 1:2:4
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. RCC grade M-20 | 116.82 | Cum | 8,000 ₹9.3 L | 7,970 ₹9.3 L |
| 1.04 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 119.21 | Qtl | 7,100 ₹8.5 L | 7,040 ₹8.4 L |
| 1.05 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 378 | Cum | 4,100 ₹15.5 L | 4,042 ₹15.3 L |
| 1.06 | HDPE Pipe
Providing, Laying, Joining & Fixing HDPE Pipe Normal Pressure (PN) in 6Kg/cm2 (OD in mm) 90mm Dia PN 6 PE-80 | 225 | RMT | 400 ₹90,000 | 370 ₹83,250 |
| 1.07 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
GI wire 10 gauge BWG | 135 | Cum | 1,900 ₹2.6 L | 1,860 ₹2.5 L |
| 1.08 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 376 | Hrs. | 300 ₹1.1 L | 240 ₹90,240 |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
19 Feb 2026, 11:00 amClosed
EEMI Tehri
Vikas Bhawan New Tehri
Construction of Check Dam Lamiyali at Henval River Narendranagar
2026_MI_91650_1
06/EEMI/2025-26
Open Tender
Civil Works
Lamiyali at Henval River
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Executive Engineer MID
₹1.2 L
19 Feb 2026
4 Feb 2026
19 Feb 2026
4 Feb 2026
19 Feb 2026
4 Feb 2026
Civil Work
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 12
R.C.C. 1:2:4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. RCC grade M-20
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
HDPE Pipe Providing, Laying, Joining & Fixing HDPE Pipe Normal Pressure (PN) in 6Kg/cm2 (OD in mm) 90mm Dia PN 6 PE-80
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG
Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
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