Harbour Developments.
164
PRAYA EAST RECLAMATION.
(a). Contribution by Government towards Fund for Reclamation.
(b). Morrison Hill Development: Retaining Walls and Stormwater Culverts.
This work was referred to on page 183 of last year's Report.
(a). Filling. Progress on this work continued satisfactorily and sufficient material was deposited to satisfy the bonus conditions laid down by the Committee of Engineers referred to on page 184 of last year's Report. About 699,737 cube yards of filling material was deposited in the reclamation area during the year, bringing the total quantity dumped up to 2,246,541 cube yards. The total area of land so formed is approximately 58.50 acres. Allotments Nos. 31 to 41 inclusive containing an area of approximately 11.64 acres are completely formed except for roadways, lighting etc.
Sea Wall. The length of trench dredged for the rubble foundations during the period under review was approximately 1,009 lineal feet, bringing the total length for this work to approximately 4,880 lineal feet. Rubble was deposited in the foundations for an additional length of approximately 1,000 lineal feet making a total length of 4,416 lineal feet now formed. The sea wall is now wholly completed for a length of 3,219 lineal feet, partially completed for a further length of 113 lineal feet, and the foundation blocks are in place for a further distance of 35 lineal feet.
Quay Wall-Apart from dredging a trench for the foundations, no work was carried out in connection with the construction of the Quay Wall.
Public Pier 'B'.-This work was completed for a length of 30 lineal feet.
Refuse Boat Pier.-The masonry of this work was all but completed at the end of the year and the rubble hearting was nearly up to the final level.
Public Pier 'A'.-Rubble dumped by the Contractor on the site of this pier without authority was being removed at the end of the year.
Harbour Developments.
164
PRAYA EAST RECLAMATION.
(a). Contribution by Government towards Fund for Recla-
mation.
(b). Morrison
Hill Development: Retaining Walls and Stormwater Culverts.
This work was referred to on page 183 of last year's Report.
(a). Filling. Progress on this work continued satisfactorily and sufficient material was deposited to satisfy the bonus condi- tions laid down by the Committee of Engineers referred to on page 184 of last year's Report. About 699,737 cube yards of filling material was deposited in the reclamation area during the year, bringing the total quantity dumped up to 2,246,541 cube yards. The total area of land so formed is approximately 58.50 acres. Allotments Nos. 31 to 41 inclusive containing an area of approximately 11.64 acres are completely formed except for roadways, lighting etc.
Sea Wall. The length of trench dredged for the rubble foundations during the period under review was approximately 1,009 lineal feet, bringing the total length for this work to ap- proximately 4,880 lineal feet. Rubble was deposited in the foundations for an additional length of approximately 1,000 lineal feet making a total length of 4,416 lineal feet now formed. The sea wall is now wholly completed for a length of 3,219 lineal feet, partially completed for a further length of 113 lineal feet, and the foundation blocks are in place for a further distance of 35 lineal feet.
Quay Wall-Apart from dredging a trench for the founda- tions, no work was carried out in connection with the construc- tion of the Quay Wall.
Public Pier 'B'.-This work was completed for a length of 30 lineal feet.
Refuse Boat Pier.-The masonry of this work was all but completed at the end of the year and the rubble hearting was nearly up to the final level.
Public Pier 'A'.-Rubble dumped by the Contractor on the site of this pier without authority was being removed at the end of the year.
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