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1928-07-10 Regular CC MinutesADJOURNED :REGULAR MEETING OF THE COUNCIL OF THE CITY OF
ALAMEDA, TUESDAY EVENING, JULY 10TH, 1928.
The meeting convened at 8 o'clock with Co il-president Otis presiding.
The roll was called and. Councilmen Latham, Noble and Council-president
tis, (3) were noted present. Absent: Councilman Calcutt and Neiss, (2).
The Clerk stated that in response to notice inviting bids re improvement
of webster Street, he was in receipt of six bids. Mr. Latham moved that the
bids be received and opened, seconded by Mr. Noble and carried unanimously.
Thereupon the Clerk opened and read the bids as follows:
From Warren Construction Company, accompanied by a bond in
the sum of $5,000.00, at the following prices:
Earth excavation, per cubic yard... . 6.00 OOOOOO 00000 0.90
Earth fill, per cubic yard......... M*00000000 00**
1.35
Concrete curb, per lineal foot..... 0.00 0000000**W
0.62
concrete gutter, per square foot... ................ 0.27
concrete sidewalk, per square foot. 0000000000000000 0.18
Asphaltic wearing snrface, per square foot.. ....... 0.092
Asphaltic concrete base, per ton.. ................. 6.35
Waterbbund macadam fill, per cubic yard... ........ . 3.60
12 inch V. I. P. Sewer, per lineal foot... 00000000 . 1.70
8 inch V. I. p. sewer, per lineal foot...0.0 OOO ... 0 1.50
Catch Basins, each.... ...................... OOOOO 00 88.00
manholes each.. ................................... 65.00
From Central Construction Company, accompanied by a bond in the
sum of ° $ A5 700 00 f at the following prices:
Earth excavation, per cubic yard.. ............. .... 0.85
Earth fill, per cubic yard........ OW0000000000000 1.15
Concrete curb, per lineal foot.... 00000000000000004. 0.70
Concrete gutter, per square foot. . . .. . 0000000000*** 0.32
Concrete sidewalk, per square foot.......... . . . 0000 0.19
Asphaltic wearing surface, per square foot.. . . . .... 0.114
Asphaltic concrete base, per ton...... .. .. ........ 7.60
Water bound macadam fill........ oosoloW 000.04,000■041 3.50
12 inch V. I. p. Sewer.per lineal foot.. . 0000000000 2.30
8 inch V. I. P. Sewer, per lineal foot.. . ........ 00 2.05
Catch basins, each. ..... . .4,000.641000.00,04,,00.00. 85.00
Manholes each.... 0 0 0 0 0 0 0 ..000000000.0000 ** 0 ...... 0 68.00
sum 0
From California Construction Company, accompanied by a bond in the
200.00, at the following prices:
Earth excavation, per cubic yard ................... $ 1.10
Earth fill, per cubic yard..... *0000414.0**000001)4000 1.25
Concrete curb, per lineal foot. .................... 0.75
Concrete gutter, per square foot. 000000 ........... 0 0.30
Concrete sidewalk, per square foot. ............... . 0.185
Asphaltic wearing surface, per square foot. ....... . 0.095
Asphaltic concrete base, per ton.......... ........ . 6.75
Waterbound macadam fill, per cubic yard... . 0000000 Os 3.40
12 inch V. I. P. Sewer, per lineal foot... ........ .
1.90
8 inch V. I. P. sewer, per lineal foot... 00000000 0 1.50
Catch basins, each.. . ..... .......,................ . 80.00
Manholes, eadh... ..................... OOOO ....... . 70.00
From Heafey-Moore Co. Inc.,
$5,500.00, at the following prices:
accompanied by a bond in the sum of
Earth excavation, per.cubic yard............ 0000 OS 1.00
Earth fill, per cubic yard. OIWOW0000,110400.0 06 1.50
Concrete curb, per lineal foot........... .... ...... 0.80
Concrete gutter, per 'Square foot.. 0 ...... 00000000 00 0.25
Concrete eidewalk,per square foot . OOO . OOOO 00000000 0.17
Asphaltic wearing surface, per square foot.......,. 0.105
Asphaltic concrete base, per ton.. ...... OOOOOOO ....
6.50
Waterbound macadam fill, per cubic yard. ..... OOOO O
..(CT
12 inch V. I. P. Sewer, per linear foot.......... *0
8-inch V. I. P. Sewer, per linear foot 400000.0000. 1.75
Catch basins, each......... OOOOO OOOOOO ............. 75.00
manholes, each... 00000000000000000000000 OOOOOOO 0000 75.00
From Hutchinson Company, accompanied by a bond in the sum of
$6,000.00, at the following prices:
Earth excavation, per cubic yard... ............... . $ 1.15
Earth fill, per cubic yard 1.60
Concrete curb, per 1.inear foot
0.68
Concrete gutter, per square foot...
........ O O .. OO 0 0 0.29
Concrete sidewalk, per square foot 00000000 OO O SO O 00 0 0.18
Asphaltic wearing surface, per square foot.. .. O OOO O 0.094
Asphaltic concrete base, per ton
6.30
Waterbound macadam fill, 000.000.
ill, per cubic yard
3.75
12 inch V. I. P. Sewer, per linear foot... 0000000* 0 3.00
8 -inch V. I. p. Sewer, per linear foot. .......... . 2.60
Oatchbasins, each ..... OOOOOO .. OOOOO ...... OOOOOOO 000 100.00
90.00 Manholes, each... ................. OOOOOOOO 0 OOOOO 000
From The Oakland paving Company, accompanied by a bond in the sum
of $6,000.00, at the following prices:
Earth Excavation, per cubic yard 1.25
Earth fill, per cubic yard 1.15
Concrete curb, per linear foot 0.65
Concrete gutter, per square foot. .... OOOOOOOOOOOOO 0.24
Concrete sidewalk, per square foot 0.175
Asphaltic wearing surface, per square foot 0.11
Asphaltic concrete base, per ton 7.50
waterbound macadam fill, per cubic yard 3.00
12 inch V. I. P. Sewer, per linear foot. • • • OOOOOOOO • • 2.25
8 inch V. I. P. Sewer, per linear foot 2.00
Catch basins, each 90.00
Manholes, each ...• .............. 80.00
Mr. Latham moved that the bids be referred to the City Engineer, seconded by
Mr. Noble and carried unanimously. After discussion, Mr. Noble introduced
and moved the adoption of
"Resolution No. 1277.
Resolution Awarding Contract."
Mr. Latham seconded the motion to adopt the Resolution and on roll call it was
• adopted and passed unanimously.
There being no further business to transact the Council adjourned to
meetinregula r session, Tuesday evening, July 17th, 1928 at 8 o'clock.
Respectfully submitted,
City Clerk.