ST8703-CS 871109 COPPELL PUBLIC WORKS
November 9, 1987
TO: Steve Goram, Director of Public Works
FROM: Per Birdsall, Street Foreman
RE: Requested Sidewalk
Mr. Kevin Conway called requesting sidewalk be installed on
Samuel. There is good justification considering the school
is next door. The City had apparently overlooked the placement
of the walk fronting Meadowridge when that subdivision was
constructed. Due to the budget's leanness, I do not believe
~l,at we could afford to install the length of sidewalk required.
My first proposal, which would be to include the project in
the 88-89 budget, would be appropriate. When this was mentioned
to Mr. Conway, he thought it also appropriate but unsatisfactory,
due to the amount of time lapsing between now and project
completion. An idea, which I had mentioned to you prior to
this memorandum would be to somehow include some of the sidwalk
in the completion of Samuel Blvd. directly across from that
area, which has not been completed.
Even if the sidewalk on the west side was not constructed, the
sidewalk required in subdivision ordinance on the wast side
wo~ld enable pedestrian traffic coming from the north to l~walk
s~,fely to the school off the street on a paved surface~e
addition of a crosswalk in the vicinity of the school. Attached
is an estimate prepared with the assistant of Brent Adams,
Crewleader, for sidewalk along Samuel.
The estimate is for sidewalk on Samuel on the west side of the
street and on Sandy Lake Rd. on the south side between Mockingbird
and Raven. If the city is to perform the work, project completion
will experience delays due to weather and priorities which are
to maintain the street system. This is the time of year when
pavement failures are more prevalent.
If you have any questions or additional information to be
considered, please contact me.
Attachment
OPTION 2. A. Meadowridge- Concrete
B. Remaining Asphalt
SAMUEL BLVD. SIDEWALK ESTIAMTE
(Sandy Lake between Raven & Mockingbird)
Coppell, Texas 11/9/87
MATERIAL COSTS - CITY PERFORMING WORK
A. 500 ' x 5' x 4" sidwalk
MATERIALS
Concrete - 30.8 cy (31) $45.00 - $1395.00
Wood (forms) - 2 x 4 x 10' (50) $2.46 - - $ 123.00
Stakes - 1" x 2" x 24" (12 bundles) $5.99 -~$ 71.88
ReMesh - 50' (1) 17.99 - 150' (3) 39.99 - $ 119.97
Sand - 1.85 cy yds = 2.59 tons $8.40 - $ 21.76
Fiberjoint - 25 5' x 4" x ½" .50/ft - $ 62.50
3 curb lay lowns
MATERIALS
Concrete - .6 cy - $ 27.00
Rebar - salvage
Chairs - 18 .04 each - $ 00.72
Crack Sealing - 22 linear ft. .25/ft - 5.50
RENTAL
Skid steer loader - 2 days $1.25 - $ 250.00
$2073.33
B. 2100' 4' asphalt walk 2½" thick
asphalt 91.46 tons x $25 = 2286.50
6' culvert 24" salvage = 00.00
base 1.4 tons = 9.10
2295.60
Sub Total A 2077.33 Sub Total A + Cont 2492.80
20% Cont 415.47 Sub Total B + Cont 2754.72
2492.80 Project Total 5247.52
Sub Total B 2295.60
20% Cont 459.12
2754.72
OPTION~' 4.All Asphalt
SAMUEL BLVD. SIDEWALK ESTIMATE
(Sandy Lake between Raven & Mockingbird)
Coppell, Texas 11/9/87
MATERIAL COSTS - CITY PERFORMING WORK
2600' x 4' x 2½" 80.59 cy = 113.25 tons
ASPHALT 113.25 tons x $25.00/ton = 2831.25
NO LAY DC~N CURBS
6' culvert 24" salvage = 00.00
base 1.4 = 9.10
Sub Total $2840.35
20% contingincies 568.35
Projected Total $3408.42
OPTION '6. All Concrete
SAMUEL BLVD. SIDEWALK ESTIMATE
(Sandy Lake between Raven & Mockingbird)
Coppell, Texas 11/9/87
MATERIALS COST - CITY PERFORMING WORK
2100' x 4' x 4"
Concrete 102.67 cy x 45.00/cy - $ 4620.15
Wood (forms) 2 x 4 x 10' (200) x 2.46 - $ 492.00
Stakes 48 bundles x 5.99 - $ 287.52
ReMesh 14 rolls (150') 39.99 - $ 559.86
Sand 10.88 tons x 8.40/ton - $ 91.89
Fiberjoint 105 x 4' /50/ft - $ 210.00
Rental skid steer loader - 3 day $125/day - $ 375.00
500' x 5' x 4" $6635.92
from option 1 $2077.33
Sub Total $8713.33
4 curb lay downs
$ 41.53
Sub Total $8754.78
20% contingincies $1750.96
Projected Total $10,505.74
'OPTION 7.
Sidewalk Fronting School
301.2' x 4' x 4"
MEANS - CONTRACTOR COST FIGURE
133.87 sy x 17.73 = 2373.52
8 curb lay downs = 105.52
seal crack 56 If x .37 = 29.72
Sub Total $2499.76
20% contingincies $ 499.95
Projected Total $2999.71
MATERIALS COST - CITY PERFORMING WORK
301.2 x 4' x 4"
Curb Lay Downs (concrete, etc) = $ 88.56
Concrete 14.73 cy x 45.00 = $ 662.85
Wood 60 x 2.46 = $ 147.60
Stakes 10 x 5.99 = $ 59.90
ReMesh 2 x 39.99 = $ 79.98
Sand 1.56 tons x 8.40 = $ 13.10
Fiberjoint 15 x 4' x .50¢ = $ 30.00
Sub Total $ 787.39
20% contingincies $ 157.48
Projected Total $1238.87
OPTION 5. All Concrete
SAMUEL BLVD. SIDEWALK ESTIMATE
(Sandy Lake between Raven & Mockingbird)
Coppell, Texas 11/9/87
MEANS - CONTRACTOR COST FIGURE
SIDEWALK
2100' x 4' x 4" - 84.00 s.f. x 1.97 =$16,548.00
500' x 5' x 4" - 2500 s.f. x 1.97 =$ 4,925.00
Sub Total $21,473.00
Lay Down Curbs
5' x 1' 4 units
2.22 sy x 14.70 sy =$ 32.63
Seal Cracks
28 if x .37 =$ 10.36
Sub Total 21,515.99
20% contingincies 4,303.20
Projected Total 25,819.19
OPTION 3. Ail Asphalt
SAY, gEL BLVD. SIDEWALK ESTIMATE
(Sandy Lake between Raven & Mockingbird)
Coppell, Texas 11/9/87
MEANS - CONTRACTOR COST FIGURE
SIDEWALK
2600' x 4' x 2½" = 1155.56 sy X 6.70 sy = 7742.25
NO LAY DOWN CU~S
6' culvert 24" x $23/ft = 138.00
fill for culvert x 234.30 / cy = 24.30
Sub Total $7904.55
20% contingincies $1580.91
Projected Total $9485.46
OPTION: 1~ A. Meadowridge Concrete
B. Remaining Asphalt
SAMUEL BLVD. SIDEWALK ESTIMATE
(Sandy Lake between Raven & Mockingbird)
Coppell, Texas 11/9/87
MEANS - CONTRACTOR COST FIGURE
A. SIDEWALK
500' x 5' - 277.77 sy x 17.73 = 4924.86
LAY DOWN CURBS - REMOVAL
5' x 1' 3 units
1.67 sy x 9.00 = 15.03
LAY DC~N CURBS - PLACEMENT
5' x 1' 3 units
1.67 sy x 14.70 = 24.55
SEAL CRACKS
22 if x .37 = 8.14
Sub Total 4972.53
20% contingincies 994.51
TOTAL 5967.04
B. 2100' 4' asphalt walk 2½" thick
6.70 sy x 933.33 sy = 6253.31
6' culvert 24" x $23/ft = 138.00
fill for culvert x 24.30 cy = 24.30
6415.61
Sub Total 5967.04 Sub Total A + Cont 7160.45
20% Cont. 1193.41 Sub Total A + Cont 7698.73
7160.45 Project Total 14,859.18
Sub Total B 6415.61 1283.12
7698.73