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Tender ID
Tender Value
₹5.3 L
EMD Value
₹11,000
Closing Date
5 Feb 2026, 5:00 pmClosed
SE RUKHELKHAND CIRCLE
SECTOR 5 OFFICE COMPLEX GROUND FLOOR MORADABAD
Providing and Laying RCC pipe for disposal of strom water from Majhola Yojna 4 Phase 2 To Trunk Drain Parallel of Delhi Road
2026_UPHDB_1109776_1
142/M-15A/08 Dated 22.01.2026 (SR No-1)
Open Tender
Civil Works
Percentage
30 days
Moradabad
As per attachment
2 documents required · 2 mandatory
₹590
EE CDR 1 UPAVP
₹11,000
Yes
27 Jan 2026
27 Jan 2026
6 Feb 2026
27 Jan 2026
5 Feb 2026
27 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
Dismantling brick work or stone work in lime or cement mortar and including stacking or materials as directed by the Engineer-in-charge with in a distance of 60 meter.
Providing & laying Cement concrete with 4cm. Guage approved stone ballast coarse sand and cement in proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of work.
Supply of NP-3 class ISI marked RCC hume pipe including loading, unloading, cartage, octroi etc. required for proper completion of the work. 350 mm dia pipe.
Supply of NP-3 class ISI marked RCC hume pipe including loading, unloading, cartage, octroi etc. required for proper completion of the work. 600 mm dia pipe.
Carting of the following size of the R.C.C. Hume pipe NP3 class and specials from store to the site of work lowering the same into trenches is the following depth below ground level true to alignment, caulking the same with necessary spun yarn, soaked in bitumen and jointing with 1:2 cement and coarse sand mortar & jute. The rate including all material, labour and T&P testing of pipes such as alignment & leakage. 350 mm dia pipe
Carting of the following size of the R.C.C. Hume pipe NP3 class and specials from store to the site of work lowering the same into trenches is the following depth below ground level true to alignment, caulking the same with necessary spun yarn, soaked in bitumen and jointing with 1:2 cement and coarse sand mortar & jute. The rate including all material, labour and T&P testing of pipes such as alignment & leakage. 600 mm dia pipe
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