Construction of Linuwa pipe line Haug in Dharchula Block of Distt Pithoragarh Under head of BADP

Amount

Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -charge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix 1:3.6 (Hand mixing)

Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 (Stone masonry in cement mortar 1:5)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Nominal mix 1:2:4 (Hand mixed))

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 (Cement plaster 15 mm thick 1:4 on stone masonry)

Carting, Laying, Jointing, Fixing and Testing of 150 mm. dia GI pipe with specials and fitting in trenches under ground including cutting, Laying and Jointing by welding etc. Complete.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C grade M 20)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS1786:2008 clause no. 1.6)

G.I Barbed Wire Fencing 1.2 m high Providing and fixing 1.2 m high GI barbed wire fencing with 1.8 m RCC posts 150 mm x 150 mm placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires ,fixed with GI staples, turn buckles etc. complete as per Clause 1705.

Providing & laying G.I. pipe of Nominal diameter 150 mm, Medium Category, Weight of pipe per m 18.90 kg at site confirming to IS:1239 (part-1) / 2004. 10% extra amount will be paid to contractor for Pipe Specials or fittings of total cost of pipes.