Construction Of Stud At Km. 7.001 And Revetment U/S 210 M. And Restoration Of 3 Nos. Existing Cutters At A.P. Bund Right Bank Of Great Gandak River In District Kushinagar.

Amount

Earth work in filling by power transport for a lead of upto 1 km including excavation loading, unloading, manual compaction and dressing including all lift for proper completion of work 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 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 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 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 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 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 3.00x2.00x0.45 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.

Ist Class bricks on edge soling (Dry) on top of shank on proper compected surface and joints field with local earth/sand including all cost of material, labour, lead, lift, T&P etc complete as per direction of engineer incharge

RAM SANEHI AND SONS (BID ID -5052765)

MAA VAISHNO CONSTRUCTION COMPANY (BID ID -5051276)

R.B.S. CONSTRUCTION (BID ID -5041146)

M/S SANGHARSH CONSTRUCTION (BID ID -5043444)

M/S ABHAY ASSOCIATES (BID ID -5049115)

Ram Sewak Singh (BID ID -5049189)

M/S K.K. TRADERS (BID ID -5049727)