Patch repairing of coal transportation road at different location at Jhilimili Sub Area of Baikunthpur Area

Amount

Item Description/ Heading

Tack Coat : Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clouse 503 of section 500. Non bituminous surface @ 0.40kg/sqm

Bituminious concrete ( Providing and laying Bituminious concrete with minimum 60-90 TPH capicity HMP using crushed aggregates of specified grading,premixed with bituminous binder @ 5.40 % to 5.60% by weight of total mix and filler,transporting the hot mix to work site,laying with a mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled,vibratory and tandum rollers to achive the desired compaction as per MORTH specification clause no.509 complete in all respect.for Grading II ( 19 mm nominal size bituman content 5.40 % to 5.60% )

Dense graded bituman macadam ( Providing and laying dense bituman macadam with minimum40 -60 TPH capicity HMP 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 mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled,vibratory and tandum rollers to achive the desired compaction as per MORTH specification clause no.507 complete in all respect.for Grading II ( 19 mm nominal size bituman content 4.50 % )

Providing and laying seal coat sealing the voids in a bituminious surface laid to be specified levels,grade and cross fall Type B ( Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes per hours using crused stone chipping( aggrigate shall pass 2.36 mm seal and retained to 180 micron size ) and penetration bitumen of suitable grade all complete as per clause 511 of specification.

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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth leve1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade 1:1.5:3(1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centring and shuttering -All work upto plinth level:

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars

Centering and shuttering i/c strutting, propping etc. and removal of form for - Walls i/c attached pillaster, butteresses, plinth & string courses etc.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter

Total impact of GST for the purpose of CTC

AAYUSH FLY ASH BRICKS INDUSTRIES (BID ID -1134858)