Balance work for C/O 30.00 metres span PSC box Girder Bridge (Double lane) over Jagatsukh Nallah on Bhunter Mohal Kullu Naggar Manali road at Jagatsukh

Amount

Earth work in excavation in all kind of soil for structures other than bridge 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 any lead, dressing of sides and bottom and back filling in trenches with excavated suitable material within all leads and lift including carraige of materials and as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (one cement: three sand: six graded stone aggregate ) nominal mix in foundation of bridge work with crushed stone aggregate 40mm (forty millimetre) nominal size mechanically mixed, placed in foundation inluding cost of form work and curing for 14 (fourteen) days as per MORD technical specification clause 2100 including carriage of material with in all leads, lifts and other incidental or as per the direction of Engineer-In-Charge.

Supplying, fitting and placing HYSD bar reinforcement in sub srtucture complete as per drawing and technical specification with in all leads and lift including carriage of materials as per direction of Engineer-In-Charge.

Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm (hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1:20 (one vertical: Twenty Horizontal ) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204, 3.7 including carriage of all labour equipment and materials to the site of work through all modes of transportation with in all leads and lift including carriage of materials as per direction of Engineer-In-Charge.

Providing and laying 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 600mm (six hundred millimetre) 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 specifications with in all leads and lift including carriage of materials as per direction of Engineer-In-Charge.

Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm (Hundred millimetre) spread thickness (finished work including materials and labour) complete as per drawing and technical specifications with in all leads and lift including carriage of materials as per direction of Engineer-In-Charge.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement in design mix M-25 (M-Twenty Five) over a prepared sub base with 43 (Forty Three) grade cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm (Twenty Five millimetre), mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per drawing and technical specifications with in all leads and lift including carriage of materials as per direction of Engineer-In-Charge.

VISHWA NATH SHARMA

Kuram dutt

PAWAN KUMAR

YASH PAL

Shanoo Sharma Contractor

PREM JEET