Directorate Of Urban Local Bodies Tender

ded the cost of old bricks/batts

Earth work in Embankment (lead upto 8km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50m in depth earth work in embenkment to in 20cm layers including remming and dresssing the surface to required levels and slops also including 1.50m lift and 30m lead The earth form cutting to be used in making in embekment or to be disposited and spoil baks with in 30M distance as directed by the engineer in charge etc all complete as per the directin of engineer in charge.

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer incharge upto a distance of 30M from the foundation trenches.

Disposal of earth upto 8.00km from site including etc all complete work.

cement concretre with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all matetials labour tools & plant etc requrad for proper completion of the work

Cast cement concrete door sills chaukhats boundary posts shelves and similar small work with cement approved coarse sand and 2cm gauge stone grit in proportions of 1:2:4 excluding its fixing and binding the same with 24BW GGI bindin wire moulds all materials labour tools & plants etc required for proper completion of the work. the rate excludes making of drip course which shall be paid extra.

Supply & laying spreading and compacting 53mm to 22.4mm size stone aggregate of specified sizes tio WBM specification in uniform thickness hand picking rolling with 3 wheled road/vibratory roller 8-10tonne capacity in stages to proper grade and camber app

Construction of un-renforcement dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per design over a prepared sub base with 43grade cement or any other type as per clause 1501.2.2 (1:1.5:3) course and fine aggregates confirming to IS 383 maximum size in a concrete mixer of not exceeding 25mm mised in a concrete mixer of not then 0.2 cum capacity and approprate weight batcher using approved mix design laid in arpproved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the formwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joints as per norms applying debonding strips primer sealant dowel bars near approaches to bridgs/culvert and construction joints admixtures as approved curring of concrete slabs for 14days curing compound (where specified) and water finished to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet and dowel bar and also including complete shifing of matrials & concrete etc (M-20)

steel work welded in built up sections/framed work, including cutting hoisting fixing in position and applying a primer coat of approved steel primer using structural steel etc as required in gratings frames guard bar ladder railings brackets ates and similar (142.30x-19%=115.26)