Replacement of RCC Pipe culvert to slab bridge at RD 466,1460,2951, 4150 and 6225 of Talao link drain

Amount

Dismantling brick work in cement HSR 8.5(b)

Dismantling dry brick work HSR 8.5(i)

Earth work excavation for filling in all kind of soil including all leads and lifts and other allowanced with in average lead of 495 mtr.

Earthwork Excavation within 30 Mtr Lead

Lowering of RCC Hume pipe 1200 mm dia NP3 HSR 24.44

Removing RCC Hume pipe 1200 mm dia

Providing dry brick on edge paving sand grouted over 50 mm thick earthen and mud plaster

Design Mix concrete M-15 in foundation and plinth HSR 10.64

Design Mix concrete M-25 with cement content 410 kg HSR 10.66

First Class Brickwork Laid in cement mortar 1:3 HSR 11.5

First Class Brickwork Laid in cement mortar 1:4 HSR 11.4

Centering and Shuttering for faces of concrete foundation (HSR 9.13)

Cenrtering and shuttering for slab culvert HSR 9.18

Shuttering for sides and soffits (HSR 9.7)

Making & filling expension joints with bituminous filler

Steel reinforcement Fe-500 EOR TMT steel bars for RCC work including bending binding and placing in position complete

Preparation of sub grade for laying cement concrete

Deep Pointing

Dismentalling of Road HSR 24.37

Compaction of earthwork in diversion

Cement Concrete 1:4:8 with brick blast 40 mm nonimal size in foundation and plinth HSR 10.36

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth HSR 10.39

Credit for RCC hume pipe 1200 mm dia

Credits of brick masonery

Refilling of Earthwork