Rehabilitation of Rajiaka Disty from km. 0.000 to 14.630 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

Excavating, supplying and filling of local earth (including royalty) by mechanical transport also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. As per HSR item no. 4.33

Filling executable excavated earth, rehandling HSR item no. 4.32

restoration of pacca road complete @5247+350% as per old HSR item no. 24.38

dismentling pacca road @296.70+370% old HSR item no. 24.37

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 as directed 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

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

Cement concrete 1:2:4 with stone agg. 20mm nominal size in foundation and plinth (HSR 6.1.2).

Brick work in 1:3 mortar with common clay non modular brick of class designation 7.5 HSR derive 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. 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. 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

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

steel reinforcement of thermao 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 rate 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 August 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 (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 12 mm 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)

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. 21.95.5)

Credit of Material (Bricks)

Credit for old 1200 mmdia RCC pipe NP-3

credit for old 1000mm dia RCC pipe NP-2

The Tibba Dana Sher Co Op L and C Society Limited

meharchand