Rehabilitation of Raliawas Disty from km. 0.000 to 10.310 (Tail) including pucca structures.

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 Cement concrete manually/by mechanical means including disposal of material within 50 m lead HSR Item No.5.23.2

Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, HSR Item no. 4.33

filing available excavated earth rehandling HSR Item no. 4.32

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

Dismantling pucca road @296.70+370% old HSR item no. 24.37

Restoration of pucca road complete @5247+400% as per old HSR item no. 24.38

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

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 & laying in position Cement concrete 1:4:8 with 8 graded sone aggregate of 40 mm size in foundation and plinth excluding centering & shuttering complete in all respect as per HSR 6.1. @ 2735/cum

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 per derived rate

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

Centering and shuttering including strutting, propping etc. and removal of form work for retaining wall , retun wall , i/c attached plaster buttres.(Suspended roof and floor) HSR Item No. 6.30.3

Centering and shuttering including strutting, propping etc. and removal of form work for retaining wall , retun wall , i/c attached plaster buttres.(wall of any thickness) HSR Item No. 6.29.2

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

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

White washing with lime to give an even shade New work (three or more coats) HSR Item No. 11.61.1

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade HSR item No.11.78

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

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

Steel reinforcement of thermo mechanically as per hsr item no.6.33.6@68/kg

10mm thick cement sand plaster in coarse sand 1:5 under CC lining HSR Item No. 11.5.4(taking mortar ratio 1:5 )

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within any lead Complete as per HSR 17.75 (Govt. notification 10 Aug 2021)

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. 14.10.1.2(As per analysis of rate)

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 @240 kg/cum). HSR Item 6.22.1.2

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

Filling expansion joints, with bitumen impreganated 12mm thick HSR Item no. 6.58

Providing & fixing MS pipe for outlet

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: 1200 mm (HSR Item No. 21.95.10)

sign board (N.S)

Credit of Material (Tiles)

Credit of Material (Bricks)

Credit for old 1200 mm dia RCC pipe NP-3

meharchand