Directorate Of Urban Local Bodies Tender

ded the cost of old bricks/batts

Demolishing cement consrete manually by mechanical means including disposal of material within 50meters lead as per directin of engineer in charge nominal concrete 1:4:8 or leaner mix (ic equivalent design mix) (1239.60x-19%=1004.07)

Excavation in foundation in odinary 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 spacae between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directd by the enginer upto a distance of 30 M foundation trenches.

Disposal of earh up to 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

cement concretre with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 4:2:1 including supply of all matetials labour tools & plant etc requrad for proper completion of the work

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 applying and brooming material to fill up interstices of coarse aggregate watering and compacting to the required density.

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 (1:2:4) 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)