Road construction work using white-topping in Ward No. 52, extending from Kachhari Bridge via Dayanand Hospital to Bharat Mata Chowk.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level level1:2:4 (1 Cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 40 mmnominal size derived from natural sources)

Construction of graular sub base by providing coarse graded material,spreading in uniform layers with motor grader on prepaired surface,mixing by mix in place method with rotavator at OMC and compacting with vibatory roller to achieve desired density complete as per clause 401 coarse graded material

Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.

Construction of thin white topping with plain cement concrete (PCC-M40 ) pavement over existing surface with OPC 43 grade cement at 400 kg per cum and as per IRC:SP -76, course and fine aggregates confirming to IS 383, maximum size of aggregate not exceeding 25 mm, max water cement ratio is 0.4, mixed in a batching and mixing plant as per approved design, transported to site, laid with a fixed/ slip form paver, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finished to lines etc. and grades as per drawing.

Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate