Reconstruction of a narrow bridge on the Meerut Ghaziabad road to Chhajjupur Link road in Meerut district under the State Plan (Rural)

Supplying, laying Jointing of 1000 mm dia NP-3 hume pipe (S&S type) including complete as per directiobn of EI

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including unserviceable material and stacking the serviceable material with all lead and lift of 1000 m as per Technical Specification Clause 202.

Removal of unserviceable soil including excavation,loading and disposal up to 1000 meters lead but excluding replacement by sutiable soil which ahall be paid separately as per clause 305

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 m and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth as directed by the Engineer in Charge up to distance 30m. SI No. 251(a)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface., mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, as per MORD specification 401(including,labour cess but excluding G.S.T)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(M-10)(P.C.C)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(M-30)