Checkdam Construction Bisagairkhet

Amount

Excavation in foundation for abument and wing walls including aprons ,cutoff walls and body of checkdam in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge

Earthwork in excavation of foundation of retainingwall and brest wall in all types of rock and soilincluding all lead,lift and disposal of surplus materrial as per as direction of engineer in charge as per drawing and technical specifications clause 305.1 0f MORD specification.

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Random Rubble Stone Masonry laid in 1:5 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)

Random Rubble Stone Masonary laid in 1:6 Cement and Sand Mortar in breast wall, retaining wall, parapets, scuppers, etc. including supply of all material, labour, T&P and royalties etc. (As per PWD Uttarakhand Specifications)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. RCC grade M 20

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clausess 800,1205.4 and 1205.5 for nominal mix 1:2:4 (hand mixed)

Supplying, fitting and placing MS TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Supplying, fitting and placing MS TMT bar reinforcement in superstructure complete as perdrawing and technical specification clauses 1002,

Plastering with cement mortar (1:3), 12 mm thick on brick work as per drawing and technical specifications Clauses 613.4 and 1204

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.

Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)

Dewaterring by Pump( HP/Hr)

Sign Board & photographs

Girish Singh Chuphal

RAVINDRA SINGH