Cement Concrete Lining (Design Mix) by paver from RD 0 to 343100 of JLN Feeder (except reach RD 105000 to 107000, 136000 to 195600, 235100 to 238800, 241000 to 242900, 249500 to 255000, 270000 to 275000, 300000 to 304000 and 339700 to 340350).

Amount

Dismentling Brick Work Tile Masonary, tile lining & tile terracing HSR Item No. 8.5 (b)

Dismantling of C.C 1:3:6 plain HSR 8.6 (c)

Earthwork of Silt clearance with an average lead 45 Mtr. HSR No. 6.1 (b) & (d)

Earthwork of Silt clearance with an average lead 60 Mtr. HSR No. 6.1 (b) (d)

Berm Clearance with an average lead up to 30 Mtr. HSR Item No. 6.2 (b) (i) & 6.3 (i)

Earthwork Excavation / Filling in all kind of soil i/c with average lead 495 Mtr. lead HSR 6.2 (b) (c) (i) (ii) (iii) & 6.3 (i)

Earthwork Excavation in ordinary soil i.e. Kassi Work upto 2 Mtr. HSR 6.2 (a)

Washing Scurbing with brushes of existing Brick / Tile Lining HSR 10.119

Providing & Fixing expension joints with bitumen filler 12 MM wide as per HSR 24.34

Providing & Laying Design Mix Cement concrete of Grade M-15 with minimum cement content 240 Kg. / Cum side lining 125 mm thick by paver on side slope complete in all respect

Providing & Laying Design Mix Cement concrete of Grade M-15 with minimum cement content 240 Kg. / Cum in bed lining 125 mm thick by paver complete in all respect

Design Mix Cement Concrete of Grade M-15 with minimum cement content 240 Kg. per Cum in foundation and plinth (for coping) as per HSR Item No. 10.64

Providing & Laying Design Mix Cement concrete of Grade M-25 with minimum cement content 330 Kg. for RCC work on side slope with paver

Providing & Laying Design Mix Cement concrete of Grade M-25 with minimum cement content 330 Kg. for RCC work in bed with paver

Shuttering for faces of concrete foundation and foundation beams (vertical or battering) HSR 9.13

Design Mix Cement Concrete M-10 for Bulging / Depression HSR Item No. 10.63

Reinforcement Steel yeild Stg. Deforming bar grade FE-500 contrerming B-15 HSR 18.22

Brick Masonry 1:4 in F&P for Toe Wall as per HSR Item No. 11.4

Design Mix Cement Concrete 1:3:6 for Toe Wall HSR Item No. 10.40

Preperation of Sub Grade HSR 19.10

Extra for Scafolding as per HSR Item No. 19.16

Template for 30% Area as per HSR Item No. 19.14 (For PCC)

Credit of Brick Bats

Credit of Tile Bats

Krupanidhi Construction

LCC Projects Private Limited