Construction Of Revetment Between Km. 4.400 To Cut End 1 Of A.P. Bund On Right Bank Of Great Gandak River In District Kushinagar.

Amount

Earth work in Excavation by mechanical means (Hydraulic excavator) over area (exceeding 30.0cm in depth) including getting out and proper disposal of excavated earth/Sandy Soil cleared up to 50.0m and for all lift as per direction of Engineer in charge.

Providing & laying/dumping HDPE woven bag filled with Local earth/sandy soil in P.P. rope gabion size 1.80 X 1.80 X 0.50 m, mesh size 15cm X 15cm with lid and slings, polypropylene with adequate U.V. Stablizer, 9.00mm X 3 strandhaving a weight of 30gm/m, 1260 Kg breaking strength rope for construction of base of launching apron including cost of all material, labour, carriage T&P etc required for proper completion of work as per direction of Engineer in-Charge.

Providing and Laying of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x2.00x0.45 m (1 no. diaphragm size 3x0.45m along the gabion length and 2 no. diaphragms size (2x0.45) across the length of gabion) Mesh type 10.00x12.00 cm having Zinc and polymer coated Mesh wire dia 2.7/3.7 mm (ID/OD), edged/Selvedge dia 3.4/4.4 mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of launching apron and gabion wall including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge.

Providing and laying Geo Textile sheet made of 200 gsm woven with multifilament polypropylene yarn over prepared earthen surface for slope pitching i/c of all cost of materials, labour all taxes T&P etc as per direction of Engineer in-Charge.

Providing and Pithing of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x2.00x0.45 m (1 no. diaphragm size 3x0.45m along the gabion length and 2 no. diaphragms size (2x0.45) across the length of gabion) Mesh type 10.00x12.00 cm having Zinc and polymer coated, Mesh wire dia 2.7/3.7 mm (ID/OD), edged/Selvedge dia 3.4/4.4 mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of pitching including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge.

Providing and Pitching of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x1.00x0.45 m (2 no. diaphragms size (1x0.45) across the length of gabion) Mesh type 10.00x12.00 cm having Zinc and polymer coated, Mesh wire dia 2.7/3.7 mm (ID/OD), edged/Selvedge dia 3.4/4.4 mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of pitching including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge.

Providing and Pitching of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 2.00x1.00x0.45 m (1 no. diaphragms size (1x0.45) across the length of gabion) Mesh type 10.00x12.00 cm having Zinc and polymer coated, Mesh wire dia 2.7/3.7 mm (ID/OD), edged/Selvedge dia 3.4/4.4 mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of Pitching including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge.

MAA VAISHNO CONSTRUCTION COMPANY (BID ID -5051265)

Rakesh Kumar Rai (BID ID -5046359)

RAM SANEHI AND SONS (BID ID -5052472)

ASHUTOSH KUMAR VERMA (BID ID -5044379)

ARVIND KUMAR SINGH (BID ID -5041958)

M/S PRATAP CONSTRUCTION (BID ID -5046809)