Flood Protection work between Km. 0.000 to 2.550 and Construction of Regulator at Km.11.000 of Pandoolghat-Naikapar bund on Right bank of River Manwar Tahsil-Harriya in Distt.-Basti.

Amount

Earth work in cutting for Flood works by hydraulic excavator 0.90cum bucket capacity including lift etc. for proper completion of work as per direction of Engineer In charge . (/m3) incl. all cost of material labour and T&P, as per dirrection of Engineer in charge .

Earth work in filling by mechanical excavator 0.90 cum & power transport for a lead of upto 1 km including excavation loading, unloading, stacking, manual compaction and dressing including all lift shall be applicable for lead upto 1 km for proper completion of work .including cost of all material, labour and T&P, as per dirrection of Engineer in charge .

Collection of Mechanically woven double twisted hexagonal shaped wire mesh gabion box /crate of class 2 as per IS code 16014:2024 of size (3.0x2.0x0.45)M, mesh size (10x12)cm (D=100mm) Zinc +PVC coated , Mesh wire diameter 2.70/3.70 mm (ID/OD) mechanically edged /selvedged wire diameter 3.4/4.40mm (ID/OD) with partitions at every 1.00m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist tying with lacing wire of daimeter 2.2/3.2mm for construction of Launching Apron and Slope pitching including cost of all material,carriage, T&P etc as per drawing ,all complete as per directions of engineer-in- charge.

Collection of Mechanically woven double twisted hexagonal shaped wire mesh gabion box /crate of class 2 as per IS code 16014:2024 of size (3.0x1.0x0.30)M, mesh size (10x12)cm (D=100mm) polymer coated, Mesh wire diameter 2.70/3.70 mm (ID/OD) mechanically edged /selvedged wire diameter 3.4/4.40mm (ID/OD) with partitions at every 1.00m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist tying with lacing wire of daimeter 2.2/3.2mm .

Providing and Laying of Mirzapur stone boulder (25 to 40 kg) in Mechanically woven double twisted hexagonal shaped wire mesh gabion box /crate of class 2 as per IS code 16014:2024 of size (3.0x2.0x0.45)M, (3.0x1.0x0.30)M, mesh size (10x12)cm (D=100mm) Zinc +PVC coated , Mesh wire diameter 2.70/3.70 mm (ID/OD) mechanically edged /selvedged wire diameter 3.4/4.40mm (ID/OD) with partitions at every 1.00m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist tying with lacing wire of daimeter 2.2/3.2mm for construction of Launching Apron and Slope pitching including cost of all material,carriage, T&P etc as per drawing ,all complete as per directions of engineer-in- charg but excluding cost of GI Wire Crate

Providing and laying Geo textile Bag 200 GSM woven polypropylene Geotextile in size (1.00 x0.75)M filled with local earth for slope pitching as per drawing including cost of all material, earth, labour, T&P etc required for proper completion of work as per direction of engineer in-charge.

Centering And Shuttering For CC Work incl. all cost of material labour and T&P, as per dirrection of Engineer in charge . (Barral+Abutment& Wing+CCBlock and Apron)

Laying C.C. in 1:3:6, M-10 in Foundation with 20-40 mm size Stone ballast & coarse sand including cost of all material, labour and T&P, as per dirrection of Engineer in charge . (Barral+Abutment+Wing+Below Floor)

Laying R.C.C. in 1:1:2, M-25 in Foundation with 4.75 to 20 mm size Stone Grit & coarse sand including cost of all material, labour and T&P as per dirrection of Engineer in charge . (Abutment+Wing wall+Raft+wall+slab)

Centering And Shuttering For RCC Work incl. all cost of material labour and T&P, as per dirrection of Engineer in charge . (Abutment+Wing wall+Raft+wall+slab)

Laying C.C. in 1:1.5:3, M-20 in Foundation with 4.75 to 20 mm size Stone Grit & coarse sand including cost of all material, labour and T&P as per dirrection of Engineer in charge . (Floor cutoff+CC Block+CC block and Brick rora toe wall)

Cutting, Bending, Binding and Placing Of Steel Reinforcment including cost of all maiterial labour and T&P as per dirrection of Engineer in charge .

Supply, Erection and Fixing at site Of Steel Manual Operated Gates As Per Approved Drawing ( Comprise of TATA / SAIL MS Plate, Channels, Angel Iron, GI Pipe, Ckeckerd Plate, Iron Shoft Etc. With All Weight Aprox. 0.238 MT with one coat of red Oxide & Oiling, Greasing including cost of all materials, labour, lead, lift, carriage, T&P and westages etc. with all complete with proper completion of work.

Dewatering with 5 H.P. Pump including POL and all Cost of Labour and T&P including cost of all material, labour and T&P, as per dirrection of Engineer in charge .

Supply And Making Hutment At Site including cost of all material, labour and T&P, as per dirrection of Engineer in charge .

Supply And laying Filter below CC Block including all labour and T&P, as per dirrection of Engineer in charge . Coarse sand

Grit size 4.75 to 10 mm

Grit size 12.5 to 20 mm

Laying filter material as coarse sand, grit, gravel, fine sand , stone ballast , brick ballast within total lead of excluding material 100m & lift 3.0m including all labour T&P etc complete,, as per dirrection of Engineer in charge . (Abutment+Wing +Bricks+Parapet)

M/s Raja Ram Shukla Contractor (BID ID -5051384)

Ms Ram Nath Shukla Contractor (BID ID -5051414)