CO129-093 - Acting Governor Mercer - 1863 [7-10] — Page 207

CO129 Colonial Office Hong Kong Records 理藩院香港檔案 All AI Reviewed

dotivatio for nest

to the P

service consists

spear.

ww

the

formation of two walls einitors Prayar exclusive of the semi-circular projecting coping each 3.90 fat in length, connected with the Battery Road Bridge reterining wall

on the forth and the Private work. Prayas, walle

for the North. The bed of the Bullah will be paved with 12

on a bed

Linch achter depth of

over

the whole

Masonry

foot upon a rough

area and base

rafe

of

concrete of

an average

tome base of 2 feet extendi of retaining walls to the Ponye

at the termination the invert will be formed of headers? deep with a line of Molave sheet piling 10 feet doop and : inches drick extending in the

manner chewn

sand in

by rough

action of

and

i

plan, the dredged away and replande in depth to comnteract the

scouring

front being escavated as

stones to feet

5

the water..

The Bridge in connexion with this work is provides for under Report and estimate ne 3 of 1863, and whing it will be placed the abutments will be assisted

-forts as shown: the whole face of the work

[counter

Forward

9,532.50

will

Forward

9.532.50

206

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2026-05-19 00:43:33 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct
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dotivatio for nest to the P service consists spear. ww the formation of two walls einitors Prayar exclusive of the semi-circular projecting coping each 3.90 fat in length, connected with the Battery Road Bridge reterining wall on the forth and the Private work. Prayas, walle for the North. The bed of the Bullah will be paved with 12 on a bed Linch achter depth of over the whole Masonry foot upon a rough area and base rafe of concrete of an average tome base of 2 feet extendi of retaining walls to the Ponye at the termination the invert will be formed of headers? deep with a line of Molave sheet piling 10 feet doop and : inches drick extending in the manner chewn sand in by rough action of and i plan, the dredged away and replande in depth to comnteract the scouring front being escavated as stones to feet 5 the water.. The Bridge in connexion with this work is provides for under Report and estimate ne 3 of 1863, and whing it will be placed the abutments will be assisted -forts as shown: the whole face of the work [counter Forward 9,532.50 will Forward 9.532.50 206
Baseline (Original)
dotivatio for nest to the P service consists spear. ww the formation of two walls einitors Prayar exclusive of the semi-circular projecting coping each 3.90 fat in length, connected with the Battery Road Bridge reterining wall on the forth and the Private work. Prayas, walle for the North. The bed of the Bullah will be paved with 12 on a bed Linch achter depth of over 、、 ́ the whole Masonry foot upon a rough area and base rafe of concrete of an average tome base of 2 feet extendi of retaining walls to the Ponye at the termination the invert will be formed of headers? deep with a line of Molave sheet piling 10 feet doop and : inches drick extending in the manner chewn sand in by rough action of and i plan, the dredged away and replande in depth to comnteract the scouring front being escavated as stones to feet 5 the water.. The Bridge in connexion with this work is provides for under Report and estimate ne 3 of 1863, and whing it will be placed the abutments will be assisted -forts as shown: the whole face of the work [counter Forward 9,532,50 will Forward 9.532.50 206
2026-05-19 00:43:33 · Baseline
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dotivatio for nest

to the P

service consists

spear.

ww

the

formation of two walls einitors Prayar exclusive of the semi-circular projecting coping each 3.90 fat in length, connected with the Battery Road Bridge reterining wall

on the forth and the Private work. Prayas, walle

for the North. The bed of the Bullah will be paved with 12

on a bed

Linch achter depth of

over

、、 ́

the whole

Masonry

foot upon a rough

area and base

rafe

of

concrete of

an average

tome base of 2 feet extendi of retaining walls to the Ponye

at the termination the invert will be formed of headers? deep with a line of Molave sheet piling 10 feet doop and : inches drick extending in the

manner chewn

sand in

by rough

action of

and

i

plan, the dredged away and replande in depth to comnteract the

scouring

front being escavated as

stones to feet

5

the water..

The Bridge in connexion with this work is provides for under Report and estimate ne 3 of 1863, and whing it will be placed the abutments will be assisted

-forts as shown: the whole face of the work

[counter

Forward

9,532,50

will

Forward

9.532.50

206

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