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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹46.3 LAccepted-Finance | ₹46.3 L | L 1 | Accepted-Finance QUALIFIED |
| 2 | L2₹48.4 L+₹2.1 L (4.53%)Rejected-Finance | ₹48.4 L+₹2.1 L (4.53%) | L2 | Rejected-Finance DISQULIFIED |
| 3 | L3₹49.6 L+₹3.3 L (7.13%)Rejected-Finance | ₹49.6 L+₹3.3 L (7.13%) | L3 | Rejected-Finance DISQULIFIED |
| 4 | L4₹51.4 L+₹5.2 L (11.2%)Rejected-Finance SEMUD SADAN BARAHAT DISTT UTTARKASHI | ₹51.4 L+₹5.2 L (11.2%) | L4 | Rejected-Finance DISQULIFIED |
| 5 | L5₹54.6 L+₹8.4 L (18.1%)Rejected-Finance | ₹54.6 L+₹8.4 L (18.1%) | L5 | Rejected-Finance DISQULIFIED |
| Sl No | Description | Qty | Unit | M/s DIVINE CONSTRUCTION L4 | BRIJMOHAN SINGH PANWAR L2 | M/s Shriyansh Construction L5 | JAYBEER SINGH L1 | M/s Shiv Shakti Associates L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (By Manual Means) | 0.23 | Hectare | 20,000 ₹4,500 | 21,110 ₹4,749.75 | 20,477.48 ₹4,607.43 | 16,676.9 ₹3,752.3 Lowest | 18,577.5 ₹4,179.94 |
| 2.00 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge. | 129 | CUM | 245 ₹31,605 | 251 ₹32,379 | 243.86 ₹31,457.68 | 198.29 ₹25,579.41 Lowest | 221.23 ₹28,538.93 |
| 3.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -charge | 414.92 | CUM | 400 ₹1,65,968 | 320 ₹1,32,774.4 Lowest | 409.53 ₹1,69,923.85 | 333.38 ₹1,38,326.03 | 371.54 ₹1,54,157.72 |
| 4.00 | Providing concrete in P.C.C. 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications . | 57.53 | CUM | 6,500 ₹3,73,945 | 7,400 ₹4,25,722 | 6,984.57 ₹4,01,822.44 | 5,688 ₹3,27,230.64 Lowest | 6,336.52 ₹3,64,539.95 |
| 5.00 | Providing concrete in P.C.C. 1:2:4 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications . | 130 | CUM | 7,000 ₹9,10,000 | 5,300 ₹6,89,000 Lowest | 7,748.54 ₹10,07,310.76 | 6,310.52 ₹8,20,367.6 | 7,029.61 ₹9,13,848.94 |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C. grade M 25 For nominal mix 1:1.5:3 | 11.13 | CUM | 8,000 ₹89,024 | 8,556 ₹95,211.17 | 8,299.55 ₹92,357.42 | 6,759.24 ₹75,216.82 Lowest | 7,529.49 ₹83,788.18 |
| 7.00 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.61 | MT | 80,000 ₹48,800 | 88,515 ₹53,994.15 | 85,860.16 ₹52,374.7 | 69,926.85 ₹42,655.38 Lowest | 77,893.75 ₹47,515.19 |
| 8.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications) | 46.58 | CUM | 1,300 ₹60,554 | 450 ₹20,961 Lowest | 1,508.54 ₹70,267.98 | 1,228.45 ₹57,221.2 | 1,368.58 ₹63,748.27 |
| 9.00 | Providing and laying of GI wire 10 gauge BWG 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. | 67.5 | CUM | 2,100 ₹1,41,750 | 500 ₹33,750 Lowest | 2,247.78 ₹1,51,725.22 | 1,830.43 ₹1,23,554.03 | 2,039.22 ₹1,37,647.62 |
| 10.00 | R.R. Stone Masonry in 1:6 CM including supply of all materials,labour and T&P etc. required for proper completion of work | 209.1 | CUM | 4,000 ₹8,36,400 | 4,000 ₹8,36,400 | 4,422.75 ₹9,24,797.82 | 3,601.61 ₹7,53,096.65 Lowest | 4,012.4 ₹8,38,991.84 |
Tender Value
₹66.5 L
EMD Value
₹1.3 L
Closing Date
11 May 2026, 5:00 pmClosed
SACHIN KUMAR SINGHAL
Office of Executive Engineer Irrigation Division Uttarkashi
Repair,Restoration and Reconstruction work of Malla Canal in Bhatwari Block of District Uttarkashi.(Reach 0.00 Km to 2.300 Km)
2026_IRDCE_94765_1
02/EE/2026-27
Open Tender
Civil Works - Canal
Item Rate
365 days
BHATWARI
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹4,720
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹1.3 L
Office of Executive Engineer Irrigation Division U
30 May 2026
28 Apr 2026
12 May 2026
28 Apr 2026
11 May 2026
28 Apr 2026
30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (By Manual Means) | 0.23 | Hectare | - | - |
| 2 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge. | 129 | CUM | - | - |
| 3 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -charge | 414.92 | CUM | - | - |
| 4 | Providing concrete in P.C.C. 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications . | 57.53 | CUM | - | - |
| 5 | Providing concrete in P.C.C. 1:2:4 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications . | 130 | CUM | - | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C. grade M 25 For nominal mix 1:1.5:3 | 11.13 | CUM | - | - |
| 7 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.61 | MT | - | - |
| 8 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications) | 46.58 | CUM | - | - |
| 9 | Providing and laying of GI wire 10 gauge BWG 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. | 67.5 | CUM | - | - |
| 10 | R.R. Stone Masonry in 1:6 CM including supply of all materials,labour and T&P etc. required for proper completion of work | 209.1 | CUM | - | - |
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