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Tendering Authority: Urban Administration And Development
Tender ID4079722
Organisation NameUrban Administration And Development
Tender Brief(nigam Nidhi) Construction Of C.c. Road And Nali At Purana Resham Mill Shri Rehiya Ji Ki Dukan Ke Pass Galio Me Zone No. 5 Ward No. 16 File No.525/25x3/6.2nd Call.
Last Date For Submission8th May, 2026
Opening Date11 May, 2026
Cost
Document Cost5000.00
EMD19050.00
Estimated Cost2539937.00
Location
CityGwalior
StateMadhya Pradesh

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BOQ Items
#ItemQtyUnits
1Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge.1:3:6 or richer mix299.520cum
2Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil172.800cum
3Loading and unloading of stone boulder / stone aggregates / sand/ kanker/ moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)472.320cum
4roviding and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm) Deduct from Item No.6.2, 6.3 and 6.6 above if paver with electronic sensor is not used and laying, compaction is done by any other method (Note :- The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) This item is to be executed with Prior written permission of Engineerin-charge for Base Drain86.400cum
5roviding and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm) Deduct from Item No.6.2, 6.3 and 6.6 above if paver with electronic sensor is not used and laying, compaction is done by any other method (Note :- The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) This item is to be executed with Prior written permission of Engineerin-charge for Base Drainfor Wall103.680cum
8th May, 2026

14 Days Left

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