Municipal Administration Department Tender

CC Road;Filling with Stone dust for trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH (revised RBR-FNDN-2.i)

CC Road;Laying P.C.C (1:4:8) using 40 mm H.B.G Metal with Concrete Mixture including cost & conveyance of material, Labour charges, centering, Machinery, laying in position, vibration, curing for 7 days and all incidental charges etc., complete (BLD-CSTN-2.5)

CC Road;Plain Cement Concrete corresponding to M 15 Grade as per IS 456 equivalent to (1:2:4) proportion nominal mix using 20 mm H.B.G Metal from approved quarry including cost and conveyance of materials, all operational, incidental and labour charges such as mixing, laying, curing concrete etc., complete For Drain Bed

CC Road;Plain Cement Concrete corresponding to M 15 Grade as per IS 456 equivalent to (1:2:4) proportion nominal mix using 20 mm H.B.G Metal from approved quarry including cost and conveyance of materials, all operational, incidental and labour charges such as mixing, laying, curing concrete etc., complete For Drain Walls

CC Road;Supply and placing separation membrance of imperemeable sheeting 125 micron thick under CC pavement slab including cost of conveyance etc., complete including overhead and contractors profit etc., complete.

CC Road;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 in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, lad in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythine film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholves, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approches to bridge / culvert and construction joints, admixtures as per approved, curing of concrete slabs for - 14 days, curing compound (where specified) and water finished to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

CC Road;Supply of bituminous Hot sealing compound (Grade A ISI) polysulphide and sealing the Joint Including cost and conveyance of all materials etc., But excluding labour charges for placing in polstion per contraction joints at 4.50 M interval for longtudinal joint as per MORT Specification