The Grenada sentinel. [volume] (Grenada, Miss.) 1868-1955, 1902-07-26

reject any and all work which in his
opinion does not conform with the re-
quirements thereof. Should any
dispute arise between the parties re-
specting the true construction or
meaning of the specifications or plans,
the same shall be decided by said sec
ond party, and their decision shall be
conclusive and binding upon the par
ties hereto.
If any damage shall be done by the
parties of the first part, or by any
person or persons in their employ to
any land or other property, OF to any
owner or owners, occupant or occu-
pants while engaged in the prosecu-
tion of the work herein contracted to
be done, the engineer in charge Of the
work may estimate the amount of
I said damage and the party of the sec
ond part shall have the right to pay
such estimated damage to the person
aggrieved, and the amount so paid
shall be deducted from any money
/ then or thereafter due the parties OF
| the first part, for work performed un
I der this contract.
{ SECOND: The parties of the first
t part shall not be relieved from th'
r immediate charge and reSponstbilit,
= of the work and no part thereof shal
{ be transferred or sub-let to any vthe
: party or parties except by the forma
d written consent of the party of tn
l. second part.
C THIRD: Party OF the second pal
IS will pay TO the parties of the frs
r part in full for the performance {
n the same as follows: For excavatinl
}. loading, hauling an" placing earth an
e all other material, twenty-five ~
la cents per cubic yard, no allowan(
g will be made for handling materii
ID more than once.
" SPECIFICATIONS.
= CLEARING AND GRUBBING: Pa
,o ties of the first part shall clear I'll
70 width of the road way and all of II
w additional grounds to he used in IL
hsa construction of said highways OF d
W. trees. underground, logs. etc, al
- also shall grub and remove all STUN
IN within the slopes where the emban
~. ment does not exceed two feet
NV height, where the embankme
~ exceeds the height of two fe'
-v the stumps shall be cut off on le'
,%or % with the surface of the ground UNI
hv the embankment.
no GRADING: Under this head will
''~ ,,n avian in,,c and ON bn
mr. or ments required for the formation of
road bed. the cutting of all the ditcl
and drains contiguous to the ro
the excavations and embankme
rS necessary for reconstructing highw
or forming crapings, or for chang
IA streams and all other excavations
III embankments incident to the c
IA struction of said road bed. All W
= shall be measured and paid for in
G bankment quantities, and the +
I'll bed of the embankment shall be I
ed as much above the sub-grade a.
81 the opinion Of the said second pa
GI may be necessary to allow for su
"a ouent settling to said Sub-grade,
~ no allowance for shrinkage shal
Ta made to the parties of the first
sl on this account, no material III
ld case shall be paid for twice, that
say. both in excavation and embf
ment and no allowance will be N
for hauling. Road bed shall be ,;
v wide on top and the side sl
shall be one and one-half to one
such distance on said road as the
pineer in charge may determine III
the instructions of said second pa
A BERN of , it,, in width Shall be
1 extending in and from the righ
N way line where the material is
Ne rowed from the sides of the emb
lments. and the excavation must
and regular form of ditch that
ennlV n Nv drain the water off, having the
lore; tom cut to grade line as may b
ming ing rected by the engineer, and in pr
cent ing any material from outside
weet we road bed, the place and means OF
or OF ing it out shall be designated b.
t'ls her engineer, and in excavating it,
must be taken not to injure or q
pain pain ure the land unnecessarily, the bu
can pits shall in general be parallel t
land and outer line of the road way ar
ually either side thereof. The side sic
"'' all burrow pits shall be one and
half 10 one, and BERN of IT..
"''' he left between the slope stake ar
CO. nearest edge of any BERN pit. En-
ments will be formed in laye