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Tender Value
Refer Docs
EMD Value
₹1.4 Cr
Closing Date
22 Sept 2026, 2:30 pm
Program Director
UUSDA, 777 Saatvik Tower, rajendra Nagr, Dehradun.
Development of Water Supply Scheme Tube wells, rising mains, OHTs, Distribution System House Service Connections including Allied Works with 2 years OandM at Sitarganj Town.
2026_USADB_98699_1
UUSDA/P-105/1294
Open Tender
Civil Works - Water Works
Item Rate
1080 days
Sitarganj
Please refer Tender documents.
3 documents required · 3 mandatory
₹29,500
PD (UUSDA)
₹1.4 Cr
UUSDA
7 Aug 2026
7 Aug 2026
22 Sept 2026
7 Aug 2026
22 Sept 2026
15 Sept 2026
24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule No-1 Design & Documentation Work | |||||
| 2 | Topographical Survey, Geotechnical investigation, Design, Drawing & Documentation work for Water supply and other ancillary works: Work Shall Include Design, Engineering, Preparation of Good for Construction drawing for civil, structural, mechanical electrical & instrumentation and vetting of major RCC structures from reputed Govt. institute (IIT/NIT or approved by Employer's Representative) Pipe line route survey ,Proposed & Existing Components Plot Survey,Household survey (Door to Door Survey), geo-tagging, Trial pits etc. as per Technical specification and as directed by Employer's Representative . | 1 | Lot | - | - |
| 3Schedule No-2 Water Supply and ancillary works | |||||
| 4 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5 m and all leads with back filling in layers not exceeding 20 cm including consolidation, watering, ramming of excavated earth in the trenches. | 32,759.5 | Cum | - | - |
| 5 | Excavation in soil mixed with single bouldres etc. requireing the use of special T&P, if any, for pipe line trenches including lift up to 1.5 m and all leads with back filling, watering, ramming of excavated earth in the trenches. | 49,139 | Cum | - | - |
| 6 | Filling of earth in trenches or in embankment by available earth in the layers not exceeding 20 cm in thickness with consolidation of each layer by ramming with mechanical compector under optimum moisture content (OMC) to give atleast 95% of maximum dry density (proctor density). Boulders or broken rock pieces are not allowed in filling of earth. (other than item No. 4 and 5). | 50 | Cum | - | - |
| 7 | Excavating, supplying, transporting of local earth (including royalty) by mechanical transport including all lead & lift ,loading & unloading at site etc. complete as per the direction of Employer's Representative. | 1,350 | Cum | - | - |
| 8 | Dewatering of water caused due to seepage of ground water and surface water, including rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work including disposal to the nearest drainage or as as directed by Employers Representative. | 500 | HP/Hr | - | - |
| 9 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100 mm wide PVC Tape preferabley of red colour. The M.S. pipe shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading the hole shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis). | 16,555 | mtr | - | - |
| 10 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis). | 11,037 | mtr | - | - |
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