Directorate Of Urban Local Bodies Tender

Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.As per DSR-2.27

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).As per DSR-4.1.8

Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundation and plinth Cement morter 1:4 .As DSR NO.- 6.1.1

CEMENT PLASTER (IN FINE SAND)12 mm cement plaster of mix :in 1:4 (1 cement: 4 fine sand).AS per DSR No.- 13.1.1

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) :.As per DSR-5.2.2

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars.As per DSR-5.22.1

Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundation and plinth Cement morter 1:4 .As DSR NO.- 6.1.1

CEMENT PLASTER (IN FINE SAND)12 mm cement plaster of mix :in 1:4 (1 cement: 4 fine sand).AS per DSR No.- 13.1.1

Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60metres.

Construction of granular surface Course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402.

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 12 : 6 : 1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling 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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Providing and Laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.