Resurfacing of road with cross drainage work from main gate to market complex of central colony,Jagannath Area.

Amount

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications..

Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisher for Grading II (19 mm nominal size) bitumen content 3.4%

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% by weight 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 clause 507 of specification. Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. (ii)for Grading-II ( 13 mm nominal size)

Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total 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 clause 505 of specification complete in all respects. Using Batch Mix Plant of appropriate capacity and Paver finisher Hydraustatic with Sensor.(i)for Grading I ( 40 mm nominal size )

Supplying and stacking good quality moorum at work site with all lead and royalty, all complete.

Spreading moorum/sand/ stone dust etc. in layers not erceeding 150mm in thickness, levellint to requlred gradient and camber, waterinS and aonsolldation of each layer with vibratory roller (Payment to be made foa compacted volume of moorum/sand).

Excavation inSoil usingHydraulicExcavator andTipperswithdisposal upto1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loadingintippers, trimmingbottomandsideslopes, inaccordancewithrequirementsof lines, gradesandcrosssections,andtransportingtotheembankment locationwithall liftsandlead upto 1000m as per relevant clauses of section - 300 of specifications)

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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated s

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centeringand shuttering - All work up to plinth level : 1:1½:3(1Cement:1½coarsesand(zone-III)derived from natural sources: 3graded stone aggregate 20mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work forRetainingwalls, returnwalls,walls (anythickness) includingattachedpilasters,buttresses,plinthandstring courses fillets, kerbs and steps etc.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 600 mm dia RCC pipes.

Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC

SRIKANTA PRADHAN