Local Self Government Department Tender

Construction of un-reinforced, dowel jointed at every construction joint, plain cement concrete pavement over a prepared sub-base with 43 grade cement not less than 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 37.5 mm to achieve gradation for PQC as per table 600-3, mixed in a batching and mixing plant as per approved mix design to achieve 28 days flexural strength of concrete more than 4.5 MPa (M-40 Grade), transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound/ Water for curing including spreading and removing of sand/ Gunny bags etc, finishing to lines and grades with textured finish as per drawing complete as per MoRTH specification clause 602 & IRC-15 & IRC- 58.

Providing and fixing in position mild steel dowel bars precoated with anticorrosive epoxy paint of required Dia and length as per design at required spacing with PVC Sleeves and cap as per IRC:58 or IRC: SP-62 specifications wherever directed including handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete as per MoRTH specifications. (Actual Weight of Steel bars used be measured and paid)

Removing & re-fixing of precast cement concrete interlocking paving blocks of all sizes over 50 mm thick course sand bedding (duly compacted) including filling of joints with sand complete in all respect.