NationalLibraryOfScotland/medical-history-of-british-india huggingface dataset:
INSPECTION REPORT OF THE CITY OF AHMEDABAD.
No. A.—680.
To
THE SECRETARY TO GOVERNMENT,
GENERAL DEPARTMENT.
Office of the Sanitary Commissioner for the Government
of Bombay, 16th July 1875.
SIR,
I have the honour to report, for the information of His Excellency the Gov
-ernor in Council, that on the 30th June I proceeded to Ahmedabad for the
purpose of making an inspection of that city, and have now the honour to forward
to Government a report of its sanitary condition, and the measures which, in my
opinion, should be taken to improve it.
2. Ahmedabad, the capital of Guzerat, situated in latitude 23° 1' north longi
-tude, 72° 42' east, at a distance of 310 miles almost due north from Bombay, is about
50 miles, as the crow flies, to the north-east of the head of the Gulf of Cambay,
and at an elevation of 173 feet above mean sea-level. It stands On the low land
which forms the plains of Guzerat, which are about 250 miles in length and 120
in breadth, and reach as far north as Mount Abu, the southern extremity of
the Aravulli Mountains, where they join the Thar and plains of the Indus River,
whilst on the west they extend to the hills of Kattywar and Cutch. On the
north and east they are bounded by the slopes of the Malwa Plateau and by the
westerly spurs of the Vindhya Mountains, and skirting the southern boundaries
of these and contiguous ranges, the low land is continued along the valleys of
the Nerbudda and Sone Rivers, and is thus connected with the plain of the
Ganges.*
3. The city is enclosed by walls about 15 or 20 feet in height, and stands
on the raised left bank of the Sábarmati River, which rises below the south
-western spurs of the Aravulli Mountains, and flowing in a south-westerly direction,
and after being joined above Ahmedabad by the affluent waters of the Háthmati
and below it by the Khári, the Meswa, the Wátrak, the Seri, and other smaller
rivers, discharges itself into the Gulf of Cambay at a distance of about 200 miles
from its source. The Sábarmati drains an area of about 9,500 square miles;
and opposite Ahmedabad its bed is stated to be about 1,550 feet broad; but this is
only full after heavy rain, when freshets have come down. During the hot weather
the stream has an average breadth of about 375 feet; but situated under the
right bank, and between it and the city is a broad expanse of loose sand, which, in
the course of years has been blown by the prevailing wind towards the east, and
has formed a dune, which on the north side extends up to the walls. I may men
-tion that this spot has from time immemorial been used as a Mussulman burial-
ground; and in a cutting through it lately made I could trace, certainly two, if not
three tiers of graves below the surface. On the south the river winds towards
the left bank, and flows close alongside the walls immediately above their south
western extremity.
*See Mountains and River Basins of India, by Trelawny Saunders
B 221—1 c
MAP OF THE CITY OF AHMEDABAD WITH ITS ENVIRONS,
Scale of Furlongs.
REFEENCES.
IN THE CIT y.
21 Dustaor Khan's Mosque
1 TheBhudder
22 Hybut khan's Mosque
2 Ahmed Shah's Mosque
I N THE S U B U R E S .
3 Afanik Boorroof
23 Baha,Letlaeth Masque
4 Azum /Khan's Palace, now the Jail
24Meer Aboo Toorab:s 71,m6
5 Gateway of the Bhudder
25 Mala A1um's Mosaue
6 Seedee Ageed's Mosque
26 Shah Alum
7 Shah, Witzetuleen's Tomb
27 Butwa
8 Syud Alum's Mosq Ue
28 Karari a Tank and Thmbs of the Dutch
9 The Shapoor Mosque
29 Seedee Busseer's Masque
10 Keetub Shah's Mesque
30 Mosque at the Radway Statton
11 Moohafiz Khan's Mosque
31 Dada Huree's Well at Asarwa
12 The Queen's Mosque in Murzapoor
32 Mata Bhowanee's Well al Asarwa
13 The TeenDrowaza, or triple Cateway
33 Mea Khan Chishtee's Masque
14 The Jumma Mosque
34 Achoot Beehee's Meseque
15 Tomb of Ahmed Shah
33 Syud Oosmuan's Mosque and Tomb
16 Tomb of the Queens of Ahmed Shah
36.Drava Khan's Tomb
17 The Swamee Narayen's palace & Temple 37 shet Hattsings Temple.
I8 The Queen's Mosque in Sarungpoor
38 Trnnb ofAaum Khan and Mozam, Khan
19 Mosque of Mahomad Ghous
39 Sirkhej
20 Ranee Seepree's Mosque and Tomb
Pitotozincographed at the Govt Office Poona 1877
9
sumption, and this is, at the present time, the principal source of drinking-water
in the town; whilst those persons who cannot afford the cost of their construc
-tion, or who have not space enough within their enclosures, procure their drink
-ing water from the river. About forty years ago, I am informed, water-works
were constructed at the south-western extremity of the city. The water is raised
up to a height of 52 feet on to a tower, and is filtered through vegetable charcoal
and gravel, and is brought into the heart of the town through an earthen pipe,
8 inches in diameter, which is enclosed in very thick masonry. It is distributed
by means of iron stand-pipes, of which there are 16, and from 6 covered masonry
reservoirs, on each side of which there are 10 brass-cocks, and on each end 3, so
that 26 people can draw water at once. This supply is excessively limited, and
does not exceed 1 gallon per head of population; and the place whence it is drawn
is obviously, from a sanitary point of view, the worst that by any possibility could
have been chosen, as it is at the furthest point below the town, and after the river
has been polluted by the cantonment people, the steeping of hemp and gunny
bags for the paper-makers, after it has received the ashes of the dead, and the
filth washed out of clothes by dhobies, and percolating from khálkoowas in the
town and places where offensive trades are carried on, and during the monsoon
after the admixture of water carrying off urine and ablution-water, kitchen refuse,
&c., and after it has been at that season still further contaminated by the bodies
washed out of their graves at Dudeshwar; whilst immediately opposite the water-
tower and above stream during the fine weather, dyers spread their dyed cloths
to soak and to dry on the sand.
29. The accompanying analysis, by Dr. Gray, of some of the waters in
Ahmedabad, gives some idea of their impurity:—
B 221—3 c
[Statement.
Grains per Gallon.
Parts per
Million. O x y g e n , t o t a l r e q u i r e d b y t h e
w a t e r a t 1 4 0 º F . i n p r e s e n c e o f A c i d .
N i t r o u s A c i d .
C o l o u r i n s t r a t u m o f 2 f e e t .
O d o u r .
T a s t e .
R e a t i o n .
Sediments.
Sample of Water
taken from
T o t a l S o l i d s .
L o s s o n I g n i t i o n .
C h r o r i d e o f S o d i u m .
S u l p h u r i c A c i d .
L i n e .
M a g n e s i a .
S i l i c a .
C a r b o n i c A c i d c o m b i n e d .
H a r d n e s s b e f o r e b o i l i n g .
P e r m a n e n t .
R e m o v a b l e .
Ammonia.
F r e e
A l b u me n o i d .
O f N i t i a t e s a n d
Ni t r i t es .
Stand-pipe at Khu-
masa's Chukla ... 34.16
. 2 8 9.77 2.30 6.59 6.15 2.80 6.83 14.00 2.80 11.20
. 0 9 . 1 3 1.20
. 0 7 0 0
. 4 0 2 Faint yellow-
ish white.
Nil. Flat.
Neutral,
but alkaline
after con-
centration.
Vegetable debris, crys-
tals of carbonate of
lime. Infusoria absent.
Borradaile's Well ... 85.40
. 8 4 17.95 8.26 5.49 2.92 3.08 17.08 7.70 2.80 4.90
. 1 7 . 1 9 3.20 .0910
. 0 6 0 3 Yellowish
whi t e.
Nil. Brackish
or saline.
Neutral. Small in quantity. Light
brown vegetable de-
bris. Paramecia, mo-
nads.
Punch koowa Well... 89.88 12.52 19.59 8.55 17.25 6.05 2.52 15.99 16.80 11.90 4.90
. 1 7 . 1 7 4.50 .1820
. 0 4 0 2 Yellowish
green.
Nil. Saline. Netural. Copious dark brown
vegetable debris. In-
fusoria not seen.
Ghasiram's Pole
Well ...
... 111.16 6.44 27.77 12.30 15.36 4.64 3.08 18.22 20.30 16.80 3.50
. 1 4 . 1 9 5.10 .1120 .0402
...
...
...
. . . Copious. Brown clay
coloured. Paramecia,
rotifers, &c.
Hybutklian's Well ... 82.32 2.24 18.93 11.15 14.74 3.63 3.36 13.21 20.30 14.70 560
. 1 8 . 1 8 4.50
. 0 8 4 0
. 0 4 0 2 Faint yellow-
ish green.
Nil. Saline. Neutral. Dark flocculent, monads.
A paramecia observa-
able.
Premabhai Gate Well 125.16 3.08 42.82 16.34 4.39 1.91 1.96 15.94 16.80 13.30 3.50
. 5 1 . 3 6 3.60 .3780
. 0 4 0 2 Opalescent. Nil. Saline. Neutral,Al-
kaline af-
ter con-
aion.
Copious vegetable de-
bris. Paramecia.
Railway Tank ... 33.88 .56 6.17 3.07 12.07 3.36 ... 6.60 14.00 2.80 11.20
. 0 6 . 1 8 1.50 .1050
. 0 8 0 5 White and
opalescent.
Nil. Flat.
Neutral.
Copious. Vegetable de-
bris. Infusoria ab-
sent.
10
12
than the Bombay rate from all causes, and as will be seen, the total death-rate is
nearly double that of Bombay ; it is almost the highest to be found in any town
in the Presidency. Can there be any reason but the persistent neglect of the
first pinciples of sanitation, that 45 or 46 persons should die in Ahmedabad in
every 1,000 of its population, whilst at the same time Bombay is losing only 23
per 1,000 of its inhabitants ? If the Bombay rate obtained in Ahmedabad, instead
of 5,331 persons dying every year on the average, only about 2,669 would suc
-
cumb. In ten years 26,690 lives would have been saved ; and who can estimate
the amount of sickness and suffering that would have been prevented ?
34. The deaths were recorded to have taken place at the different ages
below mentioned :—
Y e a r s .
B o r n
d e a d .
Note
exceed-
ing one
year.
1 to 6. 6 to 12. 12 to 20 20 to 30 30 to 40 40 to 50 50 to60
E x c e e d -
ing 60.
Total.
1871 . . .
7
610
716
655
676
585
602
666
447
474 5,438
1872 . . .
54
567
820 803
668
572
554
497
325
278 5,138
1873 . . .
114 1,249
744 479
514
589
525
448
414
397 5,473
1874 . . .
*
817
849
829
700
628
504
435
345
198 6,305
* The born dead are, according to the orders of the Government of India, now excluded.
35, From this I have deduced the following table, showing the ratio of
deaths of children under 6 years of age, to the total deaths in each year :—
y e a r .
Number of Deaths
under 6 years of age.
Total Number of
Deaths from all causes.
Percentage of former
to latter.
1871 . . .
* 1,333
5,438
24.51
1872 . . .
* 1,441
5,138
28.04
1873 . . .
* 1,907
5,473
34.84
1874 . . .
† 1,666
5,305
31.44
* Born dead included † Born dead excluded.
This statement would alone be sufficient to point to insanitary conditions, as the
rate of mortality among children is the surest and truest test of sanitation.
36. The deaths, according to castes, are thus classified :—
Y e a r s .
Number of Deaths rigistered.
Ratio of Deaths per 1,000 of Population.
C h r i s t i a n s .
M u s s u l m a n s .
H i n d u s .
O t h e r C l a s s e s .
T o t a l .
C h r i s t i a n s .
M u s s u l m a n s .
H i n d u s .
O t h e r C l a s s e s .
T o t a l .
1871 . . .
1
821 4,550
66 5,438 3.78 34.95 49.12 132.26 46.8
1 8 7 2 . . .
7
792 4,328
11 5,138 26.5 33.7 46.7
22.0 44.0
1873 . . .
. . .
938 4,524
1 1 5,473
. . .
39.93 48.84 22.04 46.83
1874 . . .
6
896 4,379
24 5,305 22.31 38.14 47.28
4 8 . 1 0 45.39
17
prices. The Kalupur road is during the rains simply a sewer. The mixed sul
-lage and storm-water pass down over it as far as Panchkore Naka, where they are
carried to the south through Mochee Ole, past the Municipal Office as far as the
Oliphant Road, where they are discharged into the river. The people here, I
was informed, often wade through 3 feet of diluted sullage which flow past their
houses.
55. The Municipality has done its duty very commendably in providing 35
public necessaries, besides setting apart a field for natural purposes. I think
the Saraspur plan of the people resorting to the field for natural purposes is
for villages in India a good one, as the ordure is passed at a distance from habi
- t a t i o n s ; b u t t h e p o s i t i o n o f t h e f i e l d a s r e g a r d s t h e p r e v a i l i n g w i n d s h o u l d b e
carefully settled, and the nightsoil should be buried in trenches 1 foot deep and
1 foot broad, with an interval of 1 foot between each trench.
56. The owners of ruinous houses should be compelled to enclose their
property, and to remove the debris, which might usefully be applied to fill in low-
lying places.
57. There is much need of a public garden in Ahmedabad. In the Jamal
-pur Zillah one might easily be formed, if any good water could be found for the
watering of plants. Some of the rich Settias could not commemorate the visit
of the Prince of Wales more happily than by making the city a present of a
garden where persons of all classes could take recreation.
58. The bottom of the Kakria Tank should be deepened, and the mud
removed, and it should afterwards be paddled. It would prove a very valuable
source of drinking water, if the trades I have named be situated in that locality.
There is, I believe, a large balance already collected for the improvement of the
tank.
59. I would, in conclusion, desire to express my acknowledgments to the
Collector of Ahmedabad, Mr. Pratt, for the aid he afforded me in conducting the
above inquiry.
I have the honour to be,
Sir,
Your most obedient Servant,
T. G. HEWLETT,
Acting Sanitary Commissioner,
Statement of Receipts of the Municipalily, Ahmedabad, for the Year 1874-75.
RECEIPS.
Amount.
Total.
RECEIPTS.
Amount.
Total.
Rs. a. p.
Rs. a. p.
Rs. a. p.
Rs. a. p.
Rs. a. p.
Rs. a. p.
Balance at the close of the last year—
Brought over . . . . . .
. . . . . .
. . . . . . 2,52,324 1 2
Deposits ...
...
...
. . .
4,760 8 4
B.—Miscellaneous Receipts—continued.
Kakurria amount ...
...
. . .
. . .
27,878 0 2
32,638 8 6
V.—Municipal Fines—
Actual Municipal Balance—
On account of Nuisance
...
......
Municipal amount ...
... . . .
.....
20,145 2 8
,, ,,
Stray Cattle ...
. . .
642 0 3
52,783 11 2
,,
, ,
O t h e r b r e a c h e s o f R u l e s . . .
1 12 4
A.—Municipal Taxes.
From Municipal Labourers and Con -
tractors ...
...
...
...
312 13 2
I. —Octroi—
VI.—Sundry Receipts—
956 9 9
Sugar and Ghee ...
... . . . 1,48,426 12 9
Fees for permission for dinner parties on
Public Roads
...
...
3 2 6 0 0
Spirituous Liquor ...
...
6,380 9 3 1,54,807 6 0
„ for putting building materials on
roads
...
...
...
678 8 0
III.—Tolls and Wheel Tax—
1,004 8 0
Tolls on City Roads . . .
. . .
. . .
......
Sale proceeds of Municipal Rules
. . .
1 8 0
Do. on Ferries (Ellis Bridge)
. . .
3,828 11 5
Excess payment recovered for the year
1870-71
...
...
. . .
. . .
. . .
10 9 5
Wheel Tax—
Interest on Promissory Notes
... . . .
7 2 0 0 0
For the year 1873-74......Rs. 946-4-0
Amount recovered from the Collector, being
the accumulated saving from the Munici-
pal contribution towards education
...
1,677 3 5
For the year 1874-75 ...... „ 5,336-2-0
---
6,282 6 0
10,111 1 5
Fees for supplying water
...
...
2 4 2 9 0
IV.—Assessed Tax—
Miscellaneous ...
...
... ...
78 6 6
2,730 4 4
Hal alcore Cess—
Raipur Dispensary.
Arrears for 1870-71 ...
.... . .
,,
1 8 7 1 - 7 2
. . .
. . .
. . .
5
30
14
5
0
0
Received from Government as grant-in-aid...
1.156 4 0
, ,
1872-73
. . .
. . .
. . .
48 14 0
1,156 4 0
, ,
1873-74 ...
...
. . .
1,139 6 7
City Survey.
Collection for 1874-75
...
...
32,401 15 0
Penalties ...
...
...
995 8 0
34,621 14 7
Sale proceeds of Unserviceable Furniture , & c ,
. . .
. . .
. . .
...
...
4 5 0
B.—Miscellaneous Receipts.
1,90,540 6 0 kakurria Tank Fund—
4 5 0
1.—Realization under Act VIII of 1868—
One-sixth of Octroi duty on Ghee, ere-
dited to Kakurria Fund ...
...
4,133 1 9
Fees for sale of Poisonous Drugs
...
20 0 0
4,133 1 9
20 0 0
Debt
11,213 7 5
Deposit —
II,—Income derived from Market—
Rs. a. p.
Rent of Market
. . .
. . .
. . .
128 8 0
From Contractors
...2,910 12 3
„ „ Shops, &c. ...
...
. . .
706 13 4
Stipends attached
. . .
2 1 8
12 21
•
• S35 5 4
Miscellaneous ' ...
367 13 1
IV.—Scavenging Department Receipt—
3,497 5 6
Sale proceeds of Manure...
...
373 1 3
3,497 5 6
C a r r i e d o v e r . . .
. . . . . .
373 1 3
1
3,497 5 6
Carried over...
......
2,52,324 1 2
Grand Total......
. . . . . .
. . . . . .
2,67,034 14
1
18
19
Year 1874-75.
EXPENDITURE.
Rs. a. p. Rs.
a.
p. Rs. a. p. Rs. a. p. Rs. a. p. Rs. a. P.
GENERAL ESTABLISHMENT.
Municipal Office.
Secretary ...
... ... ... 3,600 0 0
3,600 0 0
Assistant Secretary
... ... ...
890 9 4
890 9 4
Office Establishment
1,837 15 0
1,837 15 0
6,328 8 4
6,328 8 4
6,328 8 4
Inspection Establishment.
Head Inspector ... ... ...
540 0 0
540 0 0
Public Works Establishment
523 0 0
523 0 0
Magistrate's Office do.
...
330 0 0
330 0 0
President's Office
do.
...
324 0 0
324 0 0
1,717 0 0
1,717 0 0 1,717 0 0
Collection Estalishment.
Office Establishment
... ...
2,046 5 10
2,046 5 10
Gate do.
... 6,312 9 4
6,312 9 4
8,358 15 2
8,358 15 2
8,358
15
2
B.—PUBLIC SAFETY.
I.—Police
Repairs to Police Chowkeys
410 6 7
410 6 7
410 6 7
I I . — F i r e E n g i n e .
Permanent Establishment
... ... 2,781 13 5
. . . . . .
......
2,781 13 5
Contingencies
... ... ...
248 4 4
....
.
.....
248 4 4
Repairs to Fire-engine Sheds
76 6 11
......
.....
76 6 11
New hose ... ... ...
300 0 0
300 0 0
93 2 0
693 2 0
3,406 8 8
300 0 0
93 2 0 3,799 10 8
3,799 10 8
III.-Lighting.
Supervision Establishment
...
675 13 11
. . . . . .
675 13 11
Kerosine Lamps ... ... ... ... 16,113 14 1
......
16,113 14 1
Contingencies
... ...
...
28 6 7
......
28 6 7
Repairs to Lamp-posts and Lamps, also
wicks ... ... ... ... ...
786 2 0
......
786 2 0
New tron Lamp-posts, with Lanterns ...
......
907 4 0
907 4 0
Castor-oil ... ... -
.., 303 5 8
......
393 5 8
17,997 10 3
907 4 0 18,904 14 3 18,904 14 3
C. —PUBLIC HEALTH.
I.—Building and other Works
Original.
Pucka Gntteis ... ... ... ... 3,000 0 0
432 12 8
3,432 12 8
Block of three rooms in Kagda Peth
1,623 0 0
......
1,623 0 0
4,623 0 0
432 12 8
5,055 12 8 5,055 12 8
Repairs.
Repairs to Becherdass Dispensary
...
140 11 4
140 11 4
Repairs to Water Works ...
... ... 307 9 0
307 9 0
Repairs to Raipur Dispensary ...
41 6 7
41 6 7
„ to Kagda Peth Hospital
105 5 7
105 5 7
595 0 6
595 0 6
595 0 6
Carried over...
45,170 4 2
20
EXPENDITURE.
Rs. a. p. Rs. a. p. Rs. a. p. Rs. a . p. Rs.
a . p. Rs. a. p.
Brought forward...
. . . . . . ......
. . . . . .
. . . . . .
. . . . . . 45,170 4 2
C—PUBLIC HEALTH— continued.
II—Maintenance of Medical Institution.
Becherdass Dispensary ... ... ...
396 8 7
396 8 7
Raipur Dispensary... ... ...
... 2,678 15 6
2,678 15 6
3,075 8 1
3,075 8 1 3,075 8 1
I I I . — V a c c i n a t i o n .
Vaccination Establishment
...
648 0 0
648 0 0
648 0 0
IV.—Watering Roads.
Supervision Establishment
... ... 1,414 7 6
......
1,414 7 6
Inspectors, Karkuns and Muccadum's
Labour for water, &c. ... ... ... 19,464 2 3
......
19,464 2 3
Labour for watering Camp Roads
... 2,394 0 0
1,924 0 0 4,318 0 0
Expenditure on watering Railway Suburb
Roads ... ... ... ..
...
544 6 7
......
544 6 7
Contingencies
...
... ...
140 14 1
......
140 14 1
23,957 14 5
1,924 0 0 25,881 14 5 25,881 14 5
V.—Roads and Poles cleaning.
Supervision Establishment
... ... 1,198 4 10
1,198 4 10
Inspectors, Peons, and Kárkuns.
Labour, sweeping, carting and spreading
rubbish ... ... ... ...
. . . 13,848 13 10
. . . . . .
13,848 13 10
Contingencies
143 15 5
......
143 15 5
Repairs to Dust-bins . . .
. . .
. . .
45 14 8
......
45 14 8
Carbolic Acid
... ... ... ...
......
127 4 0
127 4 0
15,237 0 9
127 4 0
15,364 4 9 15,364 4 9
Scavengering and Conservancy.
Supervision Establishment
... ... 2,661 11 6
2,661 11 6
Cleansing Establishment (Pay to Bhun-
gies, &c.) ... ... ... ... ... 23,764 9 7
23,764 9 7
Private and Public Privies, also Office
Privies.
Urinaries and Public Priyies transferred
from road-sweeping
... . . .
. . . 143 6 5
143 6 5
Contingencies Rs. 201-4-3, and Printing
Charges Rs. 326-15-0 ... ... ... 528 3 3
528 3 3
Collection Establishment ...
...
1,837 12 10
1,837 12 10
McDougall's Powder and Lime ... ... 4,113 14 10
4,113 14 10
Amount paid for premium and in pur-
chasing Government Security Paper ...
411 6 11
411 6 11
33,461 1 4
33,461 1 4 33,461 1 4
VI.—Other Measures.
New Trees ... ... ... ... ...
. . . . . .
85 14 0
85 14 0
Charges for analysing water from several
wells
... ... ...
... ...
236 1 0
. . . . . .
236 1 0
236 1 0
85 14 0
321 15 0
Water Works.
321 15 0
Establishment
... ... ... 2,988 0 0
2,988 0 0
Fuel ...
...
... 3,602 11 0
3,602 11 0
Contingencies
... . . .
. . .
. . . 544 14 0
544 14 0
Changing and washing gravels ... ...
502 8 10
502 8 10
7,638 1 10
7,638 1 10 7,638 1 10
Carried over...
......
......
1,31,561 1 7
21
EXPENDITURE.
Rs.
a .
p. Rs.
a . p . Rs.
a .
p. Rs.
a .
p. Rs.
a .
p.
R s . a .
p.
Brought forward...
. . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .1,31,561 1 7
D. —PUBLIC INSTRUCTION.
I.—Building.
II. —Maintenance of Educational Institu-
tion.
Contribution to Boys' Schools ... ... 4,350 0 0
4,350 0 0
, , t o E n g l i s h a n d V e r n a c u l a r
Schools ... ... ...
......
. . . . . .
, , t o S c h o l a r s h i p i n t h e F e m a l e
Training College ...
...
600 0 0
600 0 0
, , i n t h e G i r l s ' S c h o o l a n d
Branch School ... ...
596 12 0
596 12 0
5,546 12 0
5,546 12 0 5,546
1 2 0
E.—PUBLIC CONVENIENCE.
Public Works—Original.
Communications—
Culvert outside the Sarangpur Gate .
. . . . . .
. . . . . . 855 9 10
855 9 10
Bridge and Road near Padshahi De-
wan's House... ... ... ... 2,994 12 7
......
......
2,994 12 7
Bridge. Curbing. Land. Road. Extension
to a Culvert.
Rs. a. p. Rs. a. p. Rs. a. p. Rs. a. p. Rs. a. p.
1,348-6-8 41-0-6 82-5.5
1,420-15.0 10-5-2
Slope near Pankore's Naka
... ... 888 3 8
. . . . . .
. . . . . .
888 3 8
Slope near Sankdy Shery ...
...
. . . . . .
. . . . . .
570 5 3
570 5 3
Slope near Sarangpur Chuckla ... ...
506 9 1
. . . . . .
. . . . . . 506 9 1
Road behind the Jail Garden ... ...
......
438 0 6
......
438 0 6
Road. Curbing. Culvert.
Rs. a. p. Rs. a. p. Rs. a. p.
184-13-11 141-4-0 111-14-7
Wing Wall at Raikhud Bhisty Road ...
......
399 9 3
......
399 9 3
Wall near stand-pipe at Lunsawada ...
......
19 14 1
......
19 14 1
Widening roads, Punchkoowa Road, &c.. 2,042 0 6
2,042 0 6
6,431 9 10
857 7 10 1,425 15 1 8,715 0 9
8 , 7 1 5 0 9
II.—Repairs.
Communications—
El l i s Br i dge Repai r s —
Ordinary Repairs ... 2,054 11 6
Repairs to approaches. 794 7 9 2,441 13 1
407 6 2
. . . . . . 2,849 3 3
2,849 3 3 2,441 13 1
407 0 2
. . . . . .
2,849 3 3 2,849
3 3
Metalled Roads ... 1,380 6 9
Brick Metal Roads ... 2,792 9 10
Gravel Metal Roads... 11,042 15 6
Made Roads ... ... 612 4 6 15,725 12 4
102 8 3
......
15,82
8
4 7
15,823 4 7
Lowering Pole Roads ... ... ...
106 4 8
106 4 8
Kutcha Gutters ... ... ... ...
839 14 4
839 14 4
B r i d g e a n d C u l v e r t s —
Oliphant Road Gutters ... 426 1 1
Gutter near Mandvie's Pole 20 14 3
Slab Stones on Gutters ... 7 7 9
Repairs to Cattle-pounds... 311 15 9
Other Culverts .,. ... 17 0 11 384 6 0
399 1 9
......
783 7 9
17,056 5 4
501 10 0
......
17,557 15 4 17,557 15 4
Carried over ...
......
. . . . . .
. . . . . .
. . . . . .
1,66,230 0 14
B 2 2 1 — 6 c