Name of Work:- Rehabilitation of Watercourse at Outlet RD 112074/R Gohana Disty.
Sl. No.
Item Description
1
Supply carriage and laying of 100 micronpolythene under bed lining (NS)
2
Recovery of old dismantled B/w (NS)
3
Supply, carriage and fixing of R.C.C panels of requisite size as per approved design drawing and P.W.D. Specifications (20` x 20`) (NS)
4
Supply, carriage and fixing of R.C.C lids Dia 14` (NS)
5
[10.100.1]Cement Concrete 1:8:16 Flooring 1. Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size in foundation and plinth. [Through Rate] (HSR Items)
6
[11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) [Through Rate] (HSR Items)
7
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]HSR Items (HSR Items)
8
[21.95.3]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and 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, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 3. 450 mm [Through Rate] (HSR Items)
9
[4.12.1]Earth work in excavation by mechanical means (Hydraulic 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, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] (HSR Items)
10
[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] (HSR Items)
11
[5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate] (HSR Items)
12
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] (HSR Items) Please Enable Macros to View BoQ information
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