Construction of Bansai Ranguwal Tallan road k M 0 0 to 3 00

Amount

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202,and 1203 R.C.C. nominal mix 1:4:8(40mm aggregates).

Plain/ reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 1202, and 1203 P.C.C grade M 15 Nominal mix (1:3:6)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 1:1.5:3

Providing and laying cement concrete wearing course M 30 Grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.0

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Construction of R.C.C railing of M 25 grade in cast-in- suit with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed in 1 in 500, centre-to-centre spacing between vertical posts not to exceed 200 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Drainage spouts complete as per drawing and technical specifications Clause 1209

Providing weapholes in brick masoinry / stone masonary / plain /reinforced concrete abutment, wing wall return wall with 100 mm dia AC pipe extending through the full width of the structures with slop of 1(v):20 (h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.

Providing and laying filter media with granular crushed aggregate as per specification to thickness of not less then 600 mm with smaller size towards the soil and bigger size towards the walls and providing over the entire surface behind abutment, wing wall, retaining walls to the full height, completed to firm condition complete as per drawing and technical specification clause 1204.3.8.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202, 103P.C.C grade 20Nominal mix (1:2:4)

Granular Sub base course/base course/ surface course with local materials (Table 400.13) by mixing in place method normal construction of g Granular l sub base course by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clauses 101.4 as per technical specification using clause 408

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

AMANDEEP KALIA GOVT. CONTRACTOR

Gurmeet Singh

BALJINDER SINGH

rehana

Ajay Thakur

LAJJA RAM