Tender For C.C. Lining Work From Km 0.000 To Km 1.500 Of Mant Feeder. - Uprooting Jhunds & Moonj With Proper Disposal Including Back Filling & Dressing Ete Complete All As Specified And As Directed By Engineer In Charge. 2 Earth Work In Excavation Of Fo, khurja-Uttar Pradesh

Tender For C.C. Lining Work From Km 0.000 To Km 1.500 Of Mant Feeder. - Uprooting jhunds & Moonj with proper disposal including back filling & dressing ete complete all as specified and as directed by engineer in charge. 2 Earth Work in Excavation of Foundation in dry ordinary soil including lift upto 1.5 M and Lead upto 30 M and including filling, watering and ramming excavated earth into the trenched or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth. complete all as specified and as directed by engineer in charge. 3 Laying C.C (M-10) with cement, coarse sand & stone grit with all cost of labour, material and T & P etc complete all as specified and as directed by engineer in charge 4 1st class brick (M-100) work in 1:4 cement and coarse sand mortar with all cost of material, labour and T&P etc. complete all as specified and as directed by engineer in charge 5 Supplying and Laying 125 Micron LDPE Film under CC Lining Side Slope of Canal including cost of all material, labour and T&P ete, complete all as specified and as directed by engineer in charge 6 Supplying Fine Sand Filter including cost of all material, labour and T&P etc. complete all as specified and as directed by engineer in charge. 7 Laying 75 mm thick C. C Lining in (M-15) with cement, coarse sand & stone grit (10 to 20 mm size) with all cost of materal labour, shuttring and T & P etc complete all as specified and as directed by engineer in charge. 8 Chequerred precast cement concrete double tiles 22 mm thick, jointed with neat cement slurry mixed with ordinary cement without any pigment of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar & 15 mm thick sand witch & over 5mm thick C.M. 1:4 (1 cement: 4 coarse sand). etc all complete all as specified and as directed by engineer in charge. 9 C.C. (M-15) for Toe wall with cement, coarse sand, Crushed stone Aggregate 10 to 25 mm i/c cost of all Material Labour. shuttring and T&P complete all as specified and as directed by engineer in charge. 10 C.C. (M-15) for sleeper with cement, coarse sand, Crushed stone Aggregate 10 to 25 min i/c cost of all Material Labssur, shuttring and T&P complete all as specified and as directed by engineer in charge. 11 Surface Dewatering by 5 HP diesel pump set with all arrengement for construction of foundation. Assume shall be used for 20 hrs average per day for 20 days for work upto bed level.complete all as specified and as directed by engineer in charge. complete all as specified and as directed by engineer in charge.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	12-08-2025	WORK OF COMPLETION TIME CHANGE	Other	20-08-2025

INR 5944 /-

INR 5.50 Crore /-