C/O Slab Culvert Near Patwar Ghar Village Lodimajra Kharyana road, balance work of Nallah Village Jattimajra Near Dhiman basti G.P Lodimajra).

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Plain Cement concrete Nominal mix 1:6:12 40mm

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Plain Cement concrete Nominal mix 1:4:8 40mm

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Plain Cement concrete grade M10 Nominal mix 1:3:6.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Reinforced Cement concrete grade M20 Nominal mix 1:2:4.

Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specification

Draianage spout complete as per drawing and technical specification clause 1209

Providing and laying reinforced cement concrete in superstructure complete as per drawings and Technical Specification Clauses 800, 1205.4 and 1205.5 Reinforced Cement Concrete Grade M25 (1:1.5:3) Nominal mix

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawings and Technical Specification Clauses 800, 1206.3

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 and 1202. HPSR 2009 Item No. 13.3

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Back filling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clause 1204.3.8 HPSR 2009 Item No. 12.14 (i)

Providing weephole in brick masonry / stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7 HPSR 2009 Item No. 12.13

painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/concrete surface as per drawing and technical specification clause 1701

Construction of embankement with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Ajay Thakur