Municipality Tender

road and drain;Providing Vibrated Cement Concrete M15 Nominal Mix ( 1:2:4 ) usng 20 mm metal size HBG crushed stone graded metal and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2200 (4th Revision) and as directed by the Engineer-in-Charge

road and drain;Providing Vibrated Cement Concrete (1:5:10) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H excluding cost, seigniorage and including conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (4th Revision) and as directed by the Engineer-in-Charge

road and drain;Filling(Quarry Rubbish) in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH (RBR-FNDN-2)

road and drain;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and brancing, removal of stumps and other deleterious material and desposal upto a lead of 50 m, dressing of sides and bottom and backifilling in trenches with eccavaed suitable material as per Technical Specification 305 MORD / 304 MORTH.

road and drain;Saw cut joint (For CC road)

road and drain;Curinng Compound (For CC Road)

road and drain;Vaccume Drying (For CC Road)

road and drain;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prpared 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, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick plythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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 bridges / culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days, curing compound (where spcified) and water finishing to lines and grade as per drawing and Technical specification clause 1501 MORD.