CONSTRUCTION WORK OF ROAD IN VARIOUS WARD OF VARANASI DISTRICT UNDER INFRASTRUCTURE FUND

Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20') in depth and earth work in embankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m ('100') distance as directed by the E/I.

Concrete with 4cm gauge approved stone ballast approved coarse sand and cement-in the proportion of 8:4:1 including-supply of all materials labour and tools and plants etc. required for proper completion for the work.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (W.M.M.) specification including premixing the material with water at OMC for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge of the work.

Providing and laying of Rubber moulded Interlocking concrete block pavement having thickness 80mm including leveling and dressing of surface to required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and technical specification clause 1504

Hence For Red Colour -

Hence For Grey Colour -

Brick work with comon bumt clay (non modular) bricks of class M-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 Coarse sand)

12 mm thick plaster with cement mortar consisting of 1part cement and 4 part of approved coarse sand . Minimum thickness not be less than 10 mm including supply of all materials , labour and T & P etc. required for proper completion of work with cement and sand of 1.25 fineness modulus.

Disposal of excavated surplus earth upto 5km distance including loading, unloading, cartage etc complete including all labour and T&P etc. required for proper completion of the work.

Construction of K.C. drain with precast of C.C. Blocks size (400x325 mm) laid in flat position (37.5mm in length) & kerb stone (300mm in length)including cost of Base Concrete in 1:6:12 cement sand & S.B. Including cost of all material labour T&P etc,proper complition of work

Painting or varnishing new iron work in small area with one coat (upto one sq.m) of ready mixed priming paint and one coat of approved superior quality ready mix paint of clear synthetic varnish i/c s/o materials labour and T& P etc. required for proper completion of work. Paint to be used should confirm to the ISI No.103 1950.

R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in SLAB and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour & T and P etc, required for proper completion of the works. strength of the concrete shall not be less than M-20.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Dismantling of old S.W./Sewer pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 300 mm dia

Providing and laying non-pressure NP3 class R.C.C. pipes with rubber ring for jointing with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete in all respect. 300 mm dia

Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge.

Filling of carted earth for filling low land pocket from 8 km distence including loading unloading & ramming watering proper compaction with 20cm layer not exceeding work executed, as per direction of engineer-in-charge.

Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. 150 mm O.D.

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-around S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe