Construction of road by way of providing and laying 150mm thick WBM Grade-II (Shingling), 75mm thick WBM Grade-III (Metalling), 30mm thick SDBC including Drain at Baba Farid Nagar Sehora (Near Tube Well)

Amount

Preparation of sub grade by excavating earth to an average of 22.5cm depth dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth upto 50 Mtrs.

Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with road roller 80-100 KN capacity. Base course with (63mm – 45mm size) including screening with good earth in two layers of 75mm thick (consolidated) each.

Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with (53mm – 22.40 mm size) including stone screening 11.20 mm size.

Providing and laying of 30mm thick Semi Dense Bituminous Concrete with specified graded stone aggregates for wearing coat including loading of aggregates with FE loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippers to pavers at site of work and laying the mixed material with mechanical pavers finisher to the required level and grade, rolling with power road roller to achieve the desired density and compaction including cost of priming coat / tack coat (bitumen used shall be VG-30 and grading of mix shall be as per the relevant clause of MORT&H) density, and all complete including cost of bitumen and all sorts of taxes, all leads, lifts, carriage complete.

Earthwork in all kinds of soil excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5 in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5 Mtr including disposal of excavated earth upto 1 Mtr from cutting edge, disposed earth is to be levelled and neatly dressed.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all works upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone) aggregate 40mm nominal size crushed.

Providing and laying in position cement concrete of specified grade 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level.

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50Mt & lift upto 1.50M.

Providing and laying 50mm thick cement concrete flooring in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size crusher aggregate).

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone agg. below 40mm size for an avg. lead of 25 Kms.

Sand for an avg. lead of 25 Kms.

Disposal of excavated earth / mulba for an avg. lead of 7 Kms.

M/s ANKUSH MANHAS

Ram Pal