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 usingfor 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$65.31Extra 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.