Maintenance and upgradation of roads and repair of culvert at I. A. Sidhwan, Jaunpur

Amount

Collection and stacking of 22.4-53 mm gauge hard stone ballast for top coat from approved quarry including royalty octroi cartage upto site and all other taxes and also including stacking to the required template after screening at road site including dressing of side burms as required where materials is to be stacked as per direction of Engineer-in-charge.

Collection of stone dust of approved quality and quarry for inter and top coat consolidation.

Consolidation of 22.4-53 mm. gauge stone ballast for 10cm.thick(loose) coat by road roller including opening out stacks, sorting ballast into different size and spreading them including making medhi to retain water and also including carriage of metal, water and T&P etc. required for proper completion of the work.

Water allowance to be allowed between 15th November to 31th May including carriage for water beyond 30 meter

Ist coat bitumen painting over WBM surface as a wearing coarse consisting of a layer of bituminous binder VG-10 Grade laid on the prepared surface followed by a cover of crushed stone chipping 19 mm gauge including precoating and painting work and also including maintenance of side patries during the operation as per direction of Engineer-in-charge and rolling with power roller 8-10 tonne capacity including all labour, material and T&P etc, required for proper completion of the work.

Providing and laying of tack coat @ 0.20 Kg/Sqm including supply of all materials, labour T&P etc. required for proper completion of the work.

Providing and laying bituminous macadam 50 mm thick compacted average with 100-120 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 Grade transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction.

Providing and laying semi-dense bituminous concrete 25 mm thich compacted average with100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading, premixed with bituminous binder VG-30 Grade @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH Specifications clause 508 complete in all respects.

Earth work in road side patries including cartage upto 5km distance outside of I.A. including loading unloading royalty and including spreading 20cm. layer, watering, ramming & including all labour, T&P required for proper completion of the work.

Dismantling brick work or stone work in lime or cement mortar and including stacking of material as directed by Enigneer-in-charge within a distance of 60 meters (200 feet).

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-in-charge within a distance of 60 meters (200 feet).

M-150 brick work in 1:3 cement and sand of 1.25 fineness modulus mortars in foundation and plinth including supply of all material, labour and tools and plant, etc. required for proper completion of work.

RCC work with cement approved coarse sand and 2cm. Gauge approved stone grit in the proportion of 1:1.5:3 in slab excluding its fixing and binding the same with 24B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost.

Mild steel or iron work in plain work such as in reinforced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured.

Struck pointing with cement mortar consisting of 1 part cement and 2 parts of sand of 1.25 F.M. including supply of all materials, labour and T & P etc. required for proper completion of the work.

Finishing walls with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completion of the work.

Cast cement concrete as in door sills, chaukhat, boundary post or similar precast unit with cement, approved coarse sand and 20mm gauge approved stone grit in the proportion of 1:2:4 (class-150)