FLOOD PROTECTION WORK BETWEEN Km. 15.500 To Km 15.750 at TIGHRA MARACHHI TATBUND NEAR VILLAGE AKAUNA IN TEHSIL RUDRAPUR DIST- DEORIA

Amount

Earthwork in excavation by hydraulic excavator including all lead lift labour and T&P for proper completion of work as per direction of Engineer In charge as per direction of Engineer in charge.

Earthwork by power Transport for making bund or Cover Above Geo Textile sheet for a lead of up to 1 Km. including excavation loading, unloading, stacking, including all lift shall be applicable for lead up to 1 Km. excluding Royalty. for proper completion of work as per direction of Engineer In charge .

Providing and dumping Of HDPE woven bag in Nylon Crate ( Size 1.0x1.0x1.0 m, mesh Size 20 x 20 Cm., Min. weight 165 gram), Filled with Earth, Sewing with machine including cost of all material, labour and T&P. for proper completion of work as per direction of Engineer In charge

Providing 25 - 40 Kg Mzp. stone boulder at site including cost of boulder, carriage, loading, unloading, stacking etc complete in all respect as per direction of Engineer in charge.

Providing Mechanically Woven Double Twisted Hexagonal Shaped BIS standerd class 2 As per IS code 16014 : 2024 crates 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 10.00x12.00cm zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) Dumping/Laying for making apron and cutter with Mzp. stone boulder including all cost of maiterial, labour and T&P etc but Excluding cost of Boulder as per direction of Engineer in charge.

Providing Mechanically Woven Double Twisted Hexagonal Shaped BIS standerd class 2 As per IS code 16014 : 2024 crates of required sizes 3.00x2.00x0.30 m (1 no. diaphragm size 3x0.30m along the gabion length and 2 No. diaphragms size 2x0.30 across the length of Gabion) Mesh Type 10.00x12.00cm zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) Pitching with Mzp stone boulder including all cost of material and labour charges T&P etc but excluding cost of boulderas per direction of Engineer in charge.

Preparation of Sub grade and Laying Geo Textile Sheet including watering compaction and preparation of surface with 10% Over lap, labour and T&P but excluding cost of Geo Textile Sheet for proper completion of work as per direction of Engineer In charge .

Providing Geo Textile Sheet Made Of 200 gsm. Non Woven Polypropylene including all cost of material, labour and T&P etc. for proper completion of work as per direction of Engineer In charge

M/S ASHISH KUMAR PANDEY (BID ID -5050181)

M/S SHUKLA ASSOCIATES (BID ID -5051289)