Rehabilitation of Bolni Disty from km. 0.00 to 6.042 (tail) including repair of pucca Structure.

Amount

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. HSR Item No. 5.7.4

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in?as per HSSR item no.5.25@1749/cum

demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material Complete as per HSR 17.75

Filling available excavated earth (excluding rock) in trenches, cum 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 up to 1.5 m @52/Cum HSR item no. 4.332

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, HSR Item No 4.7.1.2, 15 mtr lead

excavating supplying and filling of local earth by mechanical means as per HSR item no. 4.33 @82/cum

Earth work in excavation by mechenical (Hydrolic excavator)/manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, HSR Item No. 4.12.1

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Item No 6.1.6

1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) HSR Item No 6.1.2

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size) as per HSR Item No. 6.1.4@ Rs. 3260/-

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand as per HSR item no.7.21.1

Brick work in 1:3 ( 1cement 3 course sand) mortar with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth complete as derive rate

providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks complete as per HSR 10.34 @ 531 per sqm

Centering and shuttering including strutting, propping etc. and removal of form work for colome, state piers abutment attached plaster buttres. HSR Item No. 6.30.3

Centering and shuttering including strutting, propping etc. and removal of form work for colme, piers abutment attached plaster buttres. HSR Item No. 6.29.3

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. HSR Item No. 6.29.1

Dismantling pucca road Bridge and Ramp portion old (HSR 24.37)@(296.70+370%)sqm

Restoration of mettaled road complete Bridge and Ramp portion old (HSR 24.38)@(5247+350%)sqm

Lettering with black Japan paint of approved brand and manufacture.HSR Item No 11.113

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand) as per HSR Item No.11.25.1@ 50/Sqm

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces(HSR item No. 34.49)

White washing 2 coat on newly plastered on concrete surface complete in all respect HSR item No.11.61.1

steel reinforcement of thermao mechanically as per hsr item no.6.33.6@68/kg

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) HSR Item No. 11.5.3

10mm thick cement sand plaster in coarse sand 1:5 under CC lining HSR Item No. 11.5.4

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum,75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade HSR Item No. 14.10 (As per analysis of rate)(24769+650(sleeper)

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-25 grade plain CC (cement content considered @330 kg/cum). HSR Item 6.25.1

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-15 grade plain CC (cement content considered @240kg/cum). HSR Item 6.22.2.2

Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 600 mm (HSR Item No. 21.95.10)

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction engineer incharge item no. 5.53.2

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-15 grade plain CC (cement content considered @240 kg/cum). HSR Item 6.22.1.2

Filling expansion joints, with bitumen impergnated 12mm thick wide HSR Item No. 6.58

Providing & fixing MS pipe for outlet

Sign Board (N.S)

Credit of Material (Tiles)

Credit for old RCC pipe 1200 mm dia

Credit of Material (Bricks)

Credit of old steel @ 22/Kg

vedprakashcontractor