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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.1 LAccepted-Finance | ₹53.1 L | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹53.6 L+₹48,627.54 (0.92%)Rejected-Finance N A | ₹53.6 L+₹48,627.54 (0.92%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹53.9 L+₹84,120.98 (1.58%)Rejected-Finance | ₹53.9 L+₹84,120.98 (1.58%) | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹59.4 L+₹6.3 L (11.8%)Rejected-Finance | ₹59.4 L+₹6.3 L (11.8%) | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L5₹62.3 L+₹9.2 L (17.3%)Rejected-Finance | ₹62.3 L+₹9.2 L (17.3%) | L5 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | BRIJMOHAN SINGH PANWAR L3 | DHARAM SINGH JAKHERI L2 | M/s Shriyansh Construction L1 | M/s NORTH HILLS CONSTRUCTION L5 | SHANTI CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|
| 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) | 0.18 | Hect. | 17,732 ₹3,191.76 Lowest | 17,949 ₹3,230.82 | 17,944.18 ₹3,229.95 | 21,110 ₹3,799.8 | 20,160.81 ₹3,628.95 |
| 2.00 | Slip clearance (by manual means) of earth and boulders including disposal complete as directed by the Engineer-in-charge. | 125 | CUM | 210 ₹26,250 Lowest | 213 ₹26,625 | 214.03 ₹26,753.75 | 251 ₹31,375 | 240.47 ₹30,058.62 |
| 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 | 440 | CUM | 300 ₹1,32,000 Lowest | 359 ₹1,57,960 | 358.87 ₹1,57,902.8 | 422 ₹1,85,680 | 403.2 ₹1,77,408.44 |
| 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 . | 35 | CUM | 5,500 ₹1,92,500 Lowest | 5,835 ₹2,04,225 | 5,829.05 ₹2,04,016.58 | 6,557 ₹2,29,495 | 6,549.1 ₹2,29,218.62 |
| 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 . | 80 | CUM | 6,000 ₹4,80,000 Lowest | 6,468 ₹5,17,440 | 6,466.63 ₹5,17,330.4 | 7,650 ₹6,12,000 | 7,265.45 ₹5,81,235.92 |
| 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 | 60 | CUM | 7,000 ₹4,20,000 Lowest | 7,343 ₹4,40,580 | 7,340.77 ₹4,40,446.2 | 8,636 ₹5,18,160 | 8,247.57 ₹4,94,854.26 |
| 7.00 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.5 | TONNE | 70,000 ₹1,75,000 Lowest | 72,017 ₹1,80,042.5 | 71,655.51 ₹1,79,138.78 | 83,300 ₹2,08,250 | 83,000 ₹2,07,500 |
| 8.00 | Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 PE-100 Grade normal Pressure (PN) in 8kg/cm² 315 mm and specifications, with testing of pipe line including supply of jointing materials. | 300 | METER | 4,810 ₹14,43,000 | 4,136 ₹12,40,800 | 4,088.5 ₹12,26,550 Lowest | 4,810 ₹14,43,000 | 4,500 ₹13,50,000 |
| 9.00 | 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) | 50 | CUM | 1,306 ₹65,300 | 925 ₹46,250 Lowest | 1,321.92 ₹66,096 | 1,550 ₹77,500 | 1,000 ₹50,000 |
| 10.00 | 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. | 135 | CUM | 2,361 ₹3,18,735 Lowest | 2,393 ₹3,23,055 | 2,389.94 ₹3,22,642.57 | 2,810 ₹3,79,350 | 2,811 ₹3,79,485 |
Tender Value
₹73.7 L
EMD Value
₹1.5 L
Closing Date
11 Jun 2026, 5:00 pmClosed
SACHIN KUMAR SINGHAL
Office of Executive Engineer Irrigation Division UTTARKASHI
Repair,Restoration and Reconstruction work of Gawana Canal in Bhatwari Block of District Uttarkashi.(Reach 0.00 Km to 2.000 Km)
2026_IRDCE_96110_1
06/EE/2026-27
Open Tender
Civil Works - Canal
Item Rate
BHATWARI
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹4,720
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹1.5 L
30 Jun 2026
30 May 2026
12 Jun 2026
30 May 2026
11 Jun 2026
1 Jun 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) | 0.18 | Hect. | - | - |
| 2 | Slip clearance (by manual means) of earth and boulders including disposal complete as directed by the Engineer-in-charge. | 125 | 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 | 440 | 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 . | 35 | 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 . | 80 | 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 | 60 | CUM | - | - |
| 7 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.5 | TONNE | - | - |
| 8 | Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 PE-100 Grade normal Pressure (PN) in 8kg/cm² 315 mm and specifications, with testing of pipe line including supply of jointing materials. | 300 | METER | - | - |
| 9 | 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) | 50 | CUM | - | - |
| 10 | 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. | 135 | CUM | - | - |
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