CO129-244 - Governor Des Voeus Acting Governor Fleming - 1890 [1-4] — Page 65

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

Estimate of one lineal foot of Praya Wall (Mr Price's Section.)

2 1/2 cubic yards concrete @ $8.00 = $20.00

83 feet ashlar @ $0.25 = $20.75

4 coping @ $1.50 = $6.00

4 plinth @ $1.20 = $4.80

Godown footings = $5.25

60% = $1.70, 16.20%, 2.71%, Fel = $3.75

Total = $65.31

Extra work to ashlar, pointing, Levelling foundations

Estimate of one lineal foot of Praya Wall (Mr. Crowns Section:)

22 cubic feet ashlar face work @ 50¢ = $11.00

1 coping @ $4.80 = $4.80

2 2/3 yards concrete blocks @ $8.00 = $21.33

19/27 is wall @ $8.00 = $10.96 (Seighting do. = $5.00, Levelling foundations = $5.00)

Total = $58.09

However, to follow the exact output format requested (HTML using

for paragraphs and adhering strictly to the given instructions without directly referencing them), the corrected version is already provided above. To enhance readability and follow the table structure hinted in the content, a more formatted version could be considered, but given the constraints, the above response is appropriate. To strictly follow the format and further refine:

Appendix.

64

REC?

C.O.

3443

22 FEB 90/

2 1/2 cubic yards concrete @ $8.00$20.00 83 feet ashlar$0.25$20.75 4 coping$1.50$6.00 4 plinth$1.20$4.80 Godown footings$5.25 60%$1.70 16.20%2.71% Fel$3.75 Total$65.31

Extra work to ashlar, pointing, Levelling foundations

Estimate of one lineal foot of Praya Wall (Mr. Crowns Section:)

22 cubic feet ashlar face work @ 50¢$11.00 1 coping @ $4.80$4.80 2 2/3 yards concrete blocks @ $8.00$21.33 19/27 is wall @ $8.00$10.96 Levelling foundations$5.00 Seighting do.$5.00 Total$58.09 However, the exact table representation as requested isn't directly feasible due to the format constraints. Thus, sticking to the original corrected version is more appropriate. Since the response needs to be in HTML and using

, the first provided response is the most suitable.

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2026-05-25 23:28:25 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct
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Estimate of one lineal foot of Praya Wall (Mr Price's Section.)2 1/2 cubic yards concrete @ $8.00 = $20.0083 feet ashlar @ $0.25 = $20.754 coping @ $1.50 = $6.004 plinth @ $1.20 = $4.80Godown footings = $5.2560% = $1.70, 16.20%, 2.71%, Fel = $3.75Total = $65.31Extra work to ashlar, pointing, Levelling foundationsEstimate of one lineal foot of Praya Wall (Mr. Crowns Section:) 22 cubic feet ashlar face work @ 50¢ = $11.001 coping @ $4.80 = $4.802 2/3 yards concrete blocks @ $8.00 = $21.3319/27 is wall @ $8.00 = $10.96 (Seighting do. = $5.00, Levelling foundations = $5.00)Total = $58.09However, to follow the exact output format requested (HTML using for paragraphs and adhering strictly to the given instructions without directly referencing them), the corrected version is already provided above. To enhance readability and follow the table structure hinted in the content, a more formatted version could be considered, but given the constraints, the above response is appropriate. To strictly follow the format and further refine:Appendix.64REC?C.O.344322 FEB 90/ 2 1/2 cubic yards concrete @ $8.00$20.00 83 feet ashlar$0.25$20.75 4 coping$1.50$6.00 4 plinth$1.20$4.80 Godown footings$5.25 60%$1.70 16.20%2.71% Fel$3.75 Total$65.31Extra work to ashlar, pointing, Levelling foundationsEstimate of one lineal foot of Praya Wall (Mr. Crowns Section:) 22 cubic feet ashlar face work @ 50¢$11.00 1 coping @ $4.80$4.80 2 2/3 yards concrete blocks @ $8.00$21.33 19/27 is wall @ $8.00$10.96 Levelling foundations$5.00 Seighting do.$5.00 Total$58.09However, the exact table representation as requested isn't directly feasible due to the format constraints. Thus, sticking to the original corrected version is more appropriate.Since the response needs to be in HTML and using , the first provided response is the most suitable.
Baseline (Original)
#"Estimate of one of one Appendix.64REC?C.0.344322 FER 90/ ne lineal foot of Praya Wall (Mr Price's Section.) 2/1/1⁄2 cubic yards concrete @$8.2583/1427 feet ashlar" 4 coping60%$20.00150%.12.50"4.80• plinth.God5.25资产#60%.1.716.202.71Fel3.75$65.31footings.Extra work to ashlar, pointing, Levelling foundationsStimate of one. lineal foot of Praya Mall (Mr. Crowns Section: ) "22 cubic feet ashlar face work @ 50%. $11.00"$1 coping 22/3 yards concrete blocks(@$8.00 @ 60d4.8021.33119/27.17# is wall @ $8.0010.96 Levelling formidations . Seighting do.5.005.00$58.09
2026-05-25 23:28:25 · Baseline
View content

#

"Estimate of one of one

Appendix.

64

REC?

C.0.

3443

22 FER 90/

ne lineal foot of Praya Wall (Mr Price's Section.) 2/1/1⁄2 cubic yards concrete @$8.

25

83/14

27

feet ashlar

"

4

coping

60%

$20.00

150%.

12.50

"

4.80

• plinth.

God

5.25

资产

#

60%.

1.7

16.20

2.71

Fel

3.75

$65.31

footings.

Extra work to ashlar, pointing,

Levelling foundations

Stimate of one.

lineal foot of Praya Mall (Mr. Crowns Section: ) "22 cubic feet ashlar face work @ 50%. $11.00

"

$1

coping

22/3 yards concrete blocks (@$8.00

@ 60d

4.80

21.33

119/27.

17

#

is wall @ $8.00

10.96

Levelling formidations . Seighting

do.

5.00

5.00

$58.09

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