New Construction of V.R. bridge at RD 10600 of Choutang Nallah Near Village Kottar Khana District Yamuna Nagar

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 up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge.All kinds of soil. HSR 4.12

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means HSR 14.1

Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means. HSR 14.2

Providing and laying dry brick on edge flooring in required pattern with bricks sqm 104 426 531 of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.HSR 10.34

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. HSR 4.14

PCC Grade M15 (with concrete Mixer) including centring and shutring. Height up to 5m. HSR 27.5

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: cement mortar 1:3

RCC grade M-25 for sub structure i/c centring and shutring with batching plant Transit Mixer and Concrete Pump height upto 5 M. HSR 27.10.1.2

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications.HSR 27.51.3

150 mm dia PVC pipe. HSR b0242

Back filling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification .Sandy material.HSR 27.16

Providing and laying Pitching on slopes laid over prepared filter media induding boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.HSR 35.6

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.HSR 6.34.6

Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling HSR 17.8.1

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree. 900mm HSR 21.95.8

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications. HSR 27.15

Demolishing dry brick on end edging pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within any lead.HSR 17.75

Credit of brick work.

Credit of pipes as per item no.18 @ 80% of supply rate

I.P. Consultant

CHAHAL CONSTRUCITON COMPANY