Renovation and Construction Of B T Road Boath side Drain From S2M 87 To S2M 98 At Chhend Under RMC RKL

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debries within 50m lead.

Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7 cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.

Filling in foundation and plinth with fine course sand in 23.5 cm (9") thick layers free from organic and materials,well watered and rammed ncluding all cost conveyance,royality taxes all materials and all labour T&P articles required for the work etc

Cement concrete of proportion(1:4:8) in foundation and plinth using 4cm size clean hard black hand broken granite metal of approved quality from approved quarry including hoisting lowering & laying concrete in layers not exceeding 9'' thick to the required

R.C.C work of M-20 grade with 20mm and down grade black hard granite (crusher broken) stone chips of approved quality from approved quarry including hoisting,laying,hire charges of concrete mixture,vibrator,watering,curing and cost of all materials and labour,T&P,etc.

Rigid and smooth centering and shutteringfor R.C.C works including cost of materials complete

C.C walls

(A) Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.Unit-1 MT

6 mm thick cement plaster (1:4) to R CC surface finished smooth including closed deep chiping and slury treatment Per 1 Sqm

Cleaning the existing granular base surface including removal of biding materials and other foreign materials with wire brushes and small pick,sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including ciearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT&H Specification for Road & Bridge works.

Providing and laying dense graded bituminous macadam with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder of 60/70 penetration grade of bitumen,transporting the hot mix to work site,I;aying with a hydrostatic paver finsher with sensor control to the required grade,level and alignment,rolling with wheeled,vibratory and tandem rollers to achieve the desired.

Providing tack coat on prepared surface with bitumen emulsion pressure distributor @ 0.30 kg per sqm on the prepared bituminous/granular surface clean with mechanical broom as per closed 503 of moSRT&H specification of road and bridge work.

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder of 60/70 penetration grade of bitumen,transporting the hot mix to work site,laying with a hydrostatic paver finsher with sensor control to the required grade,lavel and aligent,rolling with smooth.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrising glass beads@250 gms per sqm area.

Excavated material away from work site within 5 km lead

Add display board