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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.9 LAccepted-Finance | ₹66.9 L | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹70.2 L+₹3.3 L (4.94%)Rejected-Finance SEMUD SADAN BARAHAT DISTT UTTARKASHI | ₹70.2 L+₹3.3 L (4.94%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹77.3 L+₹10.4 L (15.6%)Rejected-Finance | ₹77.3 L+₹10.4 L (15.6%) | L3 | Rejected-Finance DISQUALIFIED |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-HARD COPY NOT RECEVIED |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-ORIGINAL TENDER FEE WITH GST NOT SUBMITTED |
| Sl No | Description | Qty | Unit | SUSHIL BISHT L1 | BHAGAT SINGH BISHT L3 | M/s DIVINE CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 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 | Hct. | 23,206.2 ₹4,177.12 | 23,201 ₹4,176.18 | 20,000 ₹3,600 Lowest |
| 2.00 | Slip clearance (by manual means) of earth and boulders including disposal complete as directed by the Engineer-in-charge. | 95 | CUM | 276.6 ₹26,277 | 276 ₹26,220 | 245 ₹23,275 Lowest |
| 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 | 350 | CUM | 60 ₹21,000 Lowest | 464.1 ₹1,62,435 | 400 ₹1,40,000 |
| 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 . | 75 | CUM | 7,239.5 ₹5,42,962.5 | 7,239 ₹5,42,925 | 6,800 ₹5,10,000 Lowest |
| 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 . | 230 | CUM | 6,000 ₹13,80,000 Lowest | 7,877 ₹18,11,710 | 7,200 ₹16,56,000 |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications R.C.C. grade M 25 For nominal mix 1:1.5:3 | 80 | CUM | 8,000 ₹6,40,000 Lowest | 8,836 ₹7,06,880 | 8,100 ₹6,48,000 |
| 7.00 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications. | 3 | MT | 65,895.2 ₹1,97,685.6 | 65,895 ₹1,97,685 | 65,000 ₹1,95,000 Lowest |
| 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 Grade normal Pressure (PN) in 8kg/cm² 315 mm and specifications, with testing of pipe line including supply of jointing materials. | 390 | M | 4,810 ₹18,75,900 | 4,810 ₹18,75,900 | 4,400 ₹17,16,000 Lowest |
| 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 | 1,666.6 ₹83,330 | 1,666 ₹83,300 | 1,400 ₹70,000 Lowest |
| 10.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifaction. | 189 | CUM | 2,200 ₹4,15,800 Lowest | 2,702 ₹5,10,678 | 2,200 ₹4,15,800 Lowest |
Tender Value
₹91.3 L
EMD Value
₹1.8 L
Closing Date
11 May 2026, 5:00 pmClosed
SACHIN KUMAR SINGHAL
Office of Executive Engineer Irrigation Division Uttarkashi
Construction work of Maneri Canal in Bhatwari Block of District Uttarkashi.(Reach 0.00 Km to 1.800 Km)
2026_IRDCE_94766_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
₹1.8 L
Office of Executive Engineer Irrigation Division U
29 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) | 0.18 | Hct. | - | - |
| 2 | Slip clearance (by manual means) of earth and boulders including disposal complete as directed by the Engineer-in-charge. | 95 | 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 | 350 | 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 . | 75 | 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 . | 230 | CUM | - | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications R.C.C. grade M 25 For nominal mix 1:1.5:3 | 80 | CUM | - | - |
| 7 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications. | 3 | MT | - | - |
| 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 Grade normal Pressure (PN) in 8kg/cm² 315 mm and specifications, with testing of pipe line including supply of jointing materials. | 390 | M | - | - |
| 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 boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifaction. | 189 | CUM | - | - |
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