Work of improvement of Jigna Misirpur road (other district road) under IRQP scheme

Amount

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including 3.50% Emulsion and 1% Cement premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specifications Clause 509 complete in all respects.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, 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 membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of KC-drain in abadi portion Earth Work in excavation for struction as per drawing & technical specification claus 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter, dressing of sides & bottom, backfilling the exavated earth to the required extent and ultising the ramaining earth localty for raod work (as per MORD-302(i) SI 3.5)

Cement Concrete with 2 cm, gauge approved stone ballast, approve coarse sand and and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc required for proper completion of the work.

1st class brick work in 1:3 fine sand and cement of 1.25 fineness moudulus mortar in foundation & plinth including supply of all materilas, labour and tools and plants etc requred for proper completion of work.

Plastring with cement mortar 1:3 C:CS deep variety (cut of weather) on brick including supply of all materiasl, labour and T&P required for proper completion of the work) as per Drawing & Technical specification clauses 613.3 and 1204 standard data book for analysis of rates for rural roads Sr No 12.2 (MORD Specification 600)

Cement Concrete with 2 cm, gauge approved stone ballast, approve coarse sand and and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc required for proper completion of the work.

M/S SWASTIK CONSTRUCTION