Construction of New Bridge 2 Span 5 Meter Each at Village Raipur in MC Mukerian Distt Hoshiarpur

Excavation for Roadway (By Mechanical Means)Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. csr 24.6 c

Cement concrete 1:3:6 , mixing by mechanical means using concrete mixer volumetric type CSR 10.12 A II

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth CSR 11.9

First class burnt brick work laid in cement sandmortar 1:3 in first storey upto 4 metres above plinth levelCSR 11.10

16mm thick cement plaster 1:3 in two coat work csr 15.15

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Csr 10.20

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc, csr 9.2

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure csr 10.21

16mm thick cement plaster 1:4 in two coat work csr 15.16

Cement concrete 1:3:6 , mixing by mechanical means using concrete mixer volumetric type, Csr 10.12 ii

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification csr 21.37

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications csr 21.35

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) csr 22.8 b

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position csr 18.18

Construction of Concrete Pavement , complete in all respect ,

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