Strengthening of Roads, Construction of Drain and Culvert at Sector-6A/7A/7B/7C/7D and 9B at Majhola Yojna-4. Phase-2, Moradabad under Infrastructure Fund.

Scraping old painted surface including disposal of all scrapped materials by mechanical means

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density.(45.0-22.40 mm @ 30%, 22.40-2.36 mm @ 40%, 2.36-75 micron @ 30%)

Providing & applying primer coat with bitumen emulsion of medium setting on prepared surface of granular base including cleaning of road surface & spraying primer @ 0.60 Kg/Sqm using Mechanical means.

Providing and laying 40/50 mm thick bituminous macadam with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG-30) @ 3.30 percent by weight of total mix and filler, transported to work site laid over a previsouly prepared surface with paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per clause 501.6 and 501.7 to achieve the desired compactions complete in all respect.

Providing and applying tack coat with bitumen using pressure distributor @ 0.20 kg per sqm. on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying 25mm thick Semi Dense Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output 0f 75 tones per hour using crushed aggregate of specified grading premixed with bituminous binder,@5.0% weight of total mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor controlled to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem roller to achieved the desired compaction complete in all respect & as per relevant clauses.

Earth work in cutting or in embankment by manual means in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 meter (20") depth and earth work in embankment to be in 20 cm (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M (5 ft) lifts and 30M (100 ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M (100 ft.) distance as directed by the Engineer-in-charge. Add for evry additional 30m (100 ft) lead or part of 30m (100 ft) for every additional 1.5m (5 ft.) lift or part of 1.50m (5 ft).

Cement concrete with 4cm gauge approved stone ballast coarse sand and cement in proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of work.

Cast cement concrete in door sills, chaukhats, boundary posts, shelves and similar small work with cement approved coarse sand (F.M. 2.20-3.60) and 2 cm. gauge stone grit in proportion of 1:2:4 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.I binding wire and including the cost of binding wire moulds all other materials, labour and T&P etc. required for proper completion of work.

M-150 brick work in 1:4 (one cement and four coarse sand of 2.20 F.M. mortar) in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of work.

R.C.C. work with cement approved coarse sand (F.M. 2.20-3.60) and 2 cm. gauge approved stone grit in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and its bending but including its fixing & binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour and T&P etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost.

Mild steel or TMT bars (Fe-500 D Grade or higher) or HYSD Bars or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel.