Renovation of 1 no minors under nabard of 12no 11.125 Km scheme of block KAPKOT distt BageshwarAITHAN MINOR Job no 3

Amount

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

Hard rock (blasting prohibited) Upto 3 m depth including 1.5 m depth in hard rock

Random rubble masonry In cement mortar(1:5) for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.

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

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply ofall material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 203 of MORD Specifiction

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 Specifiction

Pointing with cement mortar (1:3)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 For nominal mix 1:2:4 (Hand mixed)

Supplying, fitting & placing with TMT bar reinforcement ( Fe 415) in substructure as per drawings and specifications.

Providing and laying of wire crates 3.00 x1.50 x1.50 in size with GI wire 150mm x 150mm mesh laid with stone boulders. GI wire 8 gauge BWG

Cement plum Masonry with 40% plum & 60% 1:3:6 cement concreteincluding supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specificationsClause 802, 803, 1202 & 1203 of MORD Specifiction

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding xcavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 C 750 mm dia

Laying and Jointing MS Pipe 200 mm dia Pipe

Slip clearance (by manual means) of loose earth and other small loose materials including disposal as directed by the Engineer-in-charge

C.C. 1:2:4 Bed Grouting

Rajendra Singh