Construction of Vyasanagar Crematorium Jajpu

(Civil Works) Earth work in excavation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer in Charge.

Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment complete as directed by the Engineer-In-Charge

Excavation of foundation in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in vol. within 50m. Initial lead 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3 in depth and as per specification approved by the department.

Cutting in disintegrated rock not requiring blasting to be removed by tick axes and crow bars and depositing materials within 50m initial lead & 1.5mtr initial lift including rough dressing as per direction of EIC

Filling the Foundation and Plinth, Sides of Foundation, etc. with excavated materials (excluding rock), in layers not exceeding 0.225 m in depth including cost of watering, ramming, dressing and levelling the top to proper level & gradient, cost of labour, conveyance, loading, unloading, T&P, etc, all complete as per the direction of Engineer-in-Charge.

Construction of granular sub-base by providing Close graded Granular subbase Grading-VI material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (5th Revision)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Wet Mix macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (5th Revision)for compacted thickness of 100 mm Crushable type such as Moorum or Gravel for Grading-I 90 mm to 45 mm @ 1.21cum per 10 sqm

Supplying and fixing of Pre cast kerb stone of size 600mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect confirming to IS 5758:1984.

Supplying and Filling with Sand in Foundation and Plinth in layers not exceeding 20 cm in depth, well watered and compact , top surface dressed and levelled to proper level and gradient including cost of all materials , conveyance, royalties, loading, unloading, cost of all labour, T&P, etc.All compelete as per the dirrection of Engineer-in-charge.

Providing and lying Plain Cement Concrete of proportion (1:3:6) in foundation & floor using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.