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Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
31 Aug 2026, 5:00 pm3d left
OFFICE OF THE SUPERINTENDING ENGINEER
Near Suraj Kund Park River Bank Colony Lucknow
Supply of all materials labour T and P required for Shifting of the 2.25 km existing Trunk Sewer Line of 500 mm dia RCC NP3 Pipe from Sitapur bye pass to AL kabeer lawn Hardoi road Lucknow
2026_UPJNM_1177027_1
1969/M-13/50
Open Tender
Civil Works
Percentage
365 days
Lucknow
Please refer tender document
2 documents required · 2 mandatory
₹11,800
Yes
Executive Engineer Consturction Division III UPJNU
₹7.8 L
Yes
OFFICE OF THE SUPERINTENDING ENGINEER
14 Aug 2026
14 Aug 2026
2 Sept 2026
14 Aug 2026
31 Aug 2026
14 Aug 2026
17 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Design & Drawing and other supply of Items:
Detailed survey, investigation and design for shifting of existing running sewerage pipeline for 2.250 km, as specified in tender document. | 1 | LS | 10,00,000 | ₹10,00,000 |
| 2 | Supply of all materials, labour, T&P, etc. required for proper completion of the work, including barricading along the trench during dismantling, excavation and laying of sewer pipes, using 100 mm dia eucalyptus ballies in two horizontal rows and 125 mm dia vertical posts at 2.00 m c/c, securely fastened with coconut rope, including provision of caution boards, flags, fluorescent strips and adequate lighting arrangements during night. The work shall also include all necessary arrangements for diversion and regulation of traffic throughout the execution of the work, as directed by the Engineer-in-Charge. Both sides of the barricading shall be treated as one side for the purpose of measurement and payment. | 2,250 | Rm | 168 | ₹3,78,000 |
| 3Excavation below GL upto depth as specified for laying sewer and manhole ordinary soil (earth ,sand,loam and clay ) including cutting of joints pits ramming dressing )levelling ,including supply of all material labour ,T & P etc .required for proper completion of work as per direcation of engineer lncharge | |||||
| 3.01 | 0.00-1.50 m depth | 7,968.55 | cum | 243.55 | ₹19,40,740.35 |
| 3.02 | 1.50-3.00 m depth | 5,849.56 | cum | 304.85 | ₹17,83,238.37 |
| 3.03 | 3.00-4.50 m depth | 2,239.85 | cum | 381.53 | ₹8,54,569.97 |
| 3.04 | 4.5-6.0 m depth | 989.45 | cum | 423.96 | ₹4,19,487.22 |
| 4Provide and fix close timbering in trenches up to 3.00 m depth below ground level, comprising 40 mm thick approved country wood planks for poling boards, 125 mm × 75 mm Indian sal wood wallers and 100 mm dia sal ballies for struts at 1.50 m c/c, including fixing and subsequent removal after laying of the sewer. Both sides of the trench shall be treated as one side for the purpose of measurement and payment, i.e. the area shall be measured as length × depth of trench. The dismantled timbering material shall remain the property of the contractor. | |||||
| 4.01 | 0.00 To 3.00 m | 6,750 | Sqm | 559.87 | ₹37,79,122.5 |
| 4.02 | 3.00 To 6.00 m | 2,250 | Sqm | 724.72 | ₹16,30,620 |
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