588
lo Jasve edu ni eteroп00 asd) 19182 90 11* Bidj
-
tun sogned#
21 bne neb odd to 2283 1878095 9) 10 aqtia to JasneiJJ82 yns
.79989do ozir
CUF Y.
TYTAN TUK SCHEME - SECOND SECTION
Rough Approximate Estimate of Permanent forks.
328
Li* at sild 30 goj ad♬ nevo (exteon eft
.notanovib bron new exurd2 Bd3 10 378q #10)
djungi ni Joel ŒŒ za nowej si danksyó sắt
-Eveox9 10 JAVOBB. 99781 (79V A „Stie-liid sit to Juo bajsvsoxe
oved yen woltnsvo edj jeds nebro ni enot ed of evad liiw nord-
.110 nut 9911 8
oj norjejƐ yniqsul edj lo sirgnine edf
owd saidlii lo midngso dose „zqnuq bas 2901909 9703 OKJ 94BJ:
oj qu notjeje sdd to 79*cq edt garnd ilim yeb ® 200lleg norilim
andd an doun er er forde yet e enolieg noriim Tied e bas xte
.bisių of betɔ9qxe ed ako 110V79297İ
"
b91f0c91 90 Ilik nige gantara leñorJibke nå
Javons suknu ne Juodjie "ejee to yjijasup eidd qruq od 19650 ni
.noijoral ni tojzen gared 79*0q 10
LIIM DISH WO1217 edj lo noijsoiiqub mat
-BJ2 garqnut
no1J-
P19JEŇ NO JICJAN MOJ .8918 tone- .91952 19vAl
EARTH DAM.
Quantity. Hate. Amount.
Total
Amount.
4
$
Barth filling Upstream (selected}
Earth filling Downstream (ordinary)
"Cement Concrete in core below ground
Whampoa mud in core above ground
C.Y. 227,000
1.00 | 227,000
"
201,000
0.50 | 100.500
舞
35,000
15.00 525,000"
28,000
5.00 | 140,000
Dredging or otherwise excavating over the case of the dam including forming reclamations with spoli
"Excavation in byewash
Pitching to upstream face average thickness 1'6" set in cement mortar
120,000
0.50
80,000"
Excavation in tongue (including tim- -ber)
*
30,000
5.00 150,000
350,000 2.50 875,000
•
3.300 8.00 28,400
Pitching to upstream face average thickness 1*3*
„ajatud eqiq e anda 1d-bassz 8 28 91dBuisy ed ozis
2,800 7.50
21,000
lif* beon sexixuriƐ si to notanovit edT
10 sanoo ni #on) £8o1 *en edj lo noijonul adj je eɔ1101:100
,9brellid silt Enuct quodnos,bbon (9inajā si♬ kas (noijovnjenos
93120940 9ij no masnja Bild wollo) mads bas mat di789 ēd♪ 88015#
.2nur bson anijeixe ed♪ dords no jødd of (elikv edự lo atiz
rejnode doua 80 liim dorezevib bron andt
.ejngit8ng nelere svad n8c Ji Ene bson gnijarxg edt nødo
suon 9trup 21 2×10# 989dj mol sjenijze odł
.893ti 1819199 no tensq973 099d and tos
-19V1b tson
Pitching to upstream face average thickness 1'0*
.note-
2,400 7.00
16,500
Sea-wall complete with "Pierre Per- -due* foundations
L..
700 45.00
31,500"
Fitching slopes of recianations
10,000
Fitching byewash channel etc. Valve Tower and Ironwork
25,000
15,000
(2,223,200
.39381(J23
Contingencies 10% on above
222,320
Total for Dar.
222,320
.42,445,000
DJI# 90199738 netnoj s Jráð eidødong ei Ji
*
90 Eluoo 8#10# 929ilj Jed) Ens Esaiejdo ad Joa blwoo 290179 829dJ
„noljenjeratate ¿d vlevoïditeque enon tue 78q89ło Juo b9(7180
.9118 .0 (.ba)
.2031,¶Bunda* „dja
Excavation assured to be nearly all rock. **Concrete taken as 44 to 1 without dispiacers. "See Memorandum.