Hallan to HerHallan road (by way of laying of G1, G2 washed away/damaged by heavy surface runoff, kacha drains blocked and cross drainage pipes choked)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

Providing and laying RBM having P.I not more than 6, incl spreading in layers not exceeding 150 mm compacted thickness and consoledated by 8-10 ton poer road roller at OMC to achieve at least 908% of Max. dry density as per IS 2720 ti the required and frade as per specifications with CBR value not less than 20 inl. all lead complete

Providing and laying water bound macadam with specified stone aggregates stone screening and binding materials incl, screening, sorting, spreading to template and consolidation with power road roller of 8-10 tonne capacity etc. complete incl, cost stone aggregates , screenings 13.2 mm size all lead complete

P/L of RCC spun pipes incl. excavation laying in position providing adequate coushion and gradient incl. all carriage (complete job) at req. spots 610 mm dia

Providing and laying of hand packed stone solling incl. all carriages complete job.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including carriage

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Carriage of material by mechanical transport including loading unloading and stacking. Sand, stone aggregates below 20 mm nominal size for 35 Km avg. lead

Carriage of material by mechanical transport including loading unloading and stacking. stone aggregates below 40 mm nominal size for 35 Km avg. lead

Carriage of material by mechanical transport including loading unloading and stacking. Cement for 10 Km avg. lead