Ordinance No. 9,0952001125 -5
ORDINANCE NO. 9095
® AN ORDINANCE AUTHORIZING DEDUCT CHANGE ORDER NO. 1 ON
WORK ORDER NO.5 WITH P.M. CONSTRUCTION AND REHABILITATION,
L.P., TO ADJUST THE FINAL UNIT BID QUANTITIES FOR THE ANNUAL
SANITARY SEWER REHABILITATION PROJECT - YEAR 2000;
AUTHORIZING FINAL PAYMENT OF THE SUM OF TWENTY -NINE
THOUSAND TWO HUNDRED NINETY -FIVE AND NO 1100 DOLLARS
($29,295.00) TO P.M. CONSTRUCTION AND REHABILITATION, L.P., FOR
SAID PROJECT; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF.
WHEREAS, the City of Baytown contracted with P.M. Construction and Rehabilitation, L.P.,
for the Annual Sanitary Sewer Rehabilitation Project - Year 2000 (the "Project "); and
WHEREAS, a deduct change order in the amount of FOURTEEN THOUSAND SIX
HUNDRED NINETY AND NO /100 DOLLARS ($14,690.00) to adjust the final unit bid quantities
is necessary to reflect the actual quantities used in the Project; and
WHEREAS, all of the said improvements, as provided in the plans and specifications
heretofore prepared by the City Engineer and as approved and adopted by the City Council have been
performed and completed in full accordance with all of the terms and conditions of the aforesaid
contract; and
WHEREAS, the City Engineer in the manner provided by the terms of the said contract and
the plans and specifications thereof, has approved and accepted the Annual Sanitary Sewer
Rehabilitation Project - Year 2000 and improvements and has heretofore issued his Certificate of
Final Acceptance and has certified same to the City Council and recommended that it accept and
receive said work and improvements as constructed and completed by Contractor; and
WHEREAS, there remains due and owing to P.M. Construction and Rehabilitation, L.P., the
sum of TWENTY -NINE THOUSAND TWO HUNDRED NINETY -FIVE AND NO /100 DOLLARS
($29,295.00); NOW THEREFORE
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section 1: That the City Council does hereby authorize deduct Change Order No. 1 on
Work Order No. 5 with P.M. Construction and Rehabilitation, L.P., to adjust the final unit bid
quantities for the Annual Sanitary Sewer Rehabilitation Project - Year 2000. A copy of said deduct
change order is attached hereto, marked Exhibit "A," and made a part hereof for all intents and
purposes.
Section 2: That the City Council hereby accepts and approves the above - described work
® and improvements, and finds and determines that all of said improvements have been completed as
2001125 -5a
® provided in the plans and specifications thereof, and in full accordance with all of the terms and
provisions of the aforesaid contract.
Section 3: That the Certificate of Final Acceptance heretofore issued by the City
Engineer and certified to the City Council is hereby accepted and received.
Section 4: That final payment to P.M. Construction and Rehabilitation, L.P., in the
amount of TWENTY -NINE THOUSAND TWO HUNDRED NINETY -FIVE AND NO 1100
DOLLARS ($29,295.00) is hereby authorized.
Section 5: This ordinance shall take effect immediately from and after its passage by the
City Council of the City of Baytown.
INTRODUCED, READ and PASSED by the affirmative vote of the City Council of the City
of Baytown this the 25th day of January, 2 00 1.
%,4rZ' c 44���
PETE C. ALFARO, Mayor
ATTEST:
G W. .r = , City Clerk
APPROVED AS TO FORM:
40uaL4-_�
ACIO RAMIREZ, ., City Attorney
d:\ MyDocuments\ CcunciN00-0 lU anuary\ChOrdIWkOrd5FinalPayAnnua ]Sanitary/SewerRehab2000
®
2
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #5
® 01/02/2001
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items related
to work on Garth Road plus clean & TV on Polly and Park Streets.
C01wo5 BRIT A paget
Orig.
Final
Cost
Item
Description
Unit
Quant.
Quant.
Diff.
Price
Difference
1
Pipe bursting 5" & 8" with 8"
HDPE min. SDR 17, 0' -8' deep
LF
0
0
0
$ 38.00
S
2
Pipe bursting 6" & 8" with 8"
HDPE min. SDR 17, 8' -15' deep
LF
0
0
0
S 40.00
S
3
Pipe bursting 6" & 8" with 8"
HDPE min. SDR 17, over 15'
deep
LF
0
0
0
S 45.00
$
4
Pipe bursting 8" & 10" with 10"
HOPE min. SDR 17, 0' -8' deep
LF
0
0
0
S 42.00
S
5
Pipe bursting 8" & 10" with 10"
HOPE min. SDR 17, 8' -15' deep
LF
01
0
0
$ 45.00
S
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, over 158'
[::�7
deep
LF
0
0
0
S 50.00
S
Pipe bursting 10" & 12" with 12"
HDPE min. SOR 17, 0' -8' deep
LF
0
0
0
S 55.00
$
8
Pipe bursting 10" & 12" with 12"
HDPE min. SOR 17, 8' -15' deep
LF
0
0
0
$ 60.00 1
S
9
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, over 15'
deep
LF
0
0
0
$ 75.00
S
10
Pipe bursting 12" & 15" with 15"
HDPE min. SDR 17, min, PVC
SOR 26, 0' -8' deep
LF
0
0
0
$ 75.00
$
11
Pipe bursting 12" & 15" with 15"
HDPE min. SDR 17, min, PVC
SDR 26, 8' -15' deep
LF
0
0
0
$ 85.00
$
12
Pipe bursting 12" & 15" with 15"
HDPE. min. SOR 17, min, PVC
SOR 26, over 15' deep
LF
0
0
0
$ 100.00
$
13
Remove existing slipliner, all
sizes and depths
LF
0
0
0
S 5.00
S
14
Reconnect service - short side,
0' -8' deep
EA
0
0
0
S 500.00
$
15
Reconnect service - short side,
over 8' deep
EA
0
0
0
$ 700.00
$
16
Reconnect service - long side, 0'
8' deep
EA
0
0
0
S 1,200.00
$
17
Reconnect service - long side,
over 8' deep
EA
0
0
0
S 1,500.00
$
181
Manhole Wall Sealing
VF
0
0
0
S 85.00
S
19
Repl/install new manhole, 0' -8'
deep
EA
3
3
0
$ 1,500.00
$
20
New Manhole, over 8' deep
VF
12
14.5
2.5
$ 200.00
$ 500.00
21
Replace /install ring and cover
EA
0
0
0
$ 300.00
S -
22
Extra cement stabilized sand
backfill, 2 sk. /ton
TON
20
55
35
$ 20.00
S 700.00
23
Point Rpr /obst rmv - pipe
bursting, 0' - 8' deep
EA
0
0
0
$ 300.00
S
24
Point Rpr /obst rmv - pipe
bursting, 8'- 15' deep
EA
0
0
0
$ 400.00
$
25
Point Rprlobst rmv - pipe
bursting, over 15' deep
EA
0
0
0
S 500.00
$
26
Extra Length point repair, all
depths
LF
0
0
0
S 50.00
$
27
Well Point set up, up to 12 If
EA
3
0
-3
$ 2.800.00
S (8,400.00)
28
Well Point, Extra length over 12
If
LF
0
0
0
$ 20.00
S
29
Trench Safety, 0' to 8' deep
LF
01
0
0
$ 1.00
S
C01wo5 BRIT A paget
C
Co1wo5
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT . Year 2000
Change Order #1 on Work Order 95
01/02/2001
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items related
to work on Garth Road plus clean & TV on Polly and Park Streets.
30
Trench Safety, 8' to 15' deep
LF
45
45
0
$ 1.00
S
31
Trench Safety, 8' to 15' deep
LF
0
0
0
S 1.00
S
32
Clean 6" to 12" Sewer
LF
0
575
575
S 3.00
S 1,725.00
33
Clean 15" to 21" Sewer
LF
1640
0
-1640
S 5.00
S (8,200.00)
34
Clean 24" to 36" Sewer
LF
0
0
0
S 10.00
S
35
TV Inspection of Sewer
LF
1640
575
-1065
S 1.00
S (1,065.00)
36
Bypass Pumping, 3" pump
Day
01
0
0
S 1.00
$
37
Bypass Pumping, 4" pump
Day
0
0
0
S 1.00
$
38
Bypass Pumping, 6" pump
Day
0
0
0
S -
$
39
Bypass Pumping, 8" pump
Day
0
0
0
S
S
40
Pt. Repair, 6" - 12 ", 0' - 8' deep,
up to 12 If
EA
0
0
0
S 1,250.00
S
41
Pt. Repair, 6" - 12 ", 8'- 15'
deep, up to 12 If
EA
0
0
0
S 1,750.00
S
42
Pt. Repair, 6" - 12 ", over 15'
deep, up to 12 If
EA
0
1
1
S 2,500.00
S 2,500.00
43
Pt. Repair, 15" - 18 ", 0'- 8'
deep, up to 12 If
EA
0
0
0
$ 2,250.00
S
44
Pt. Repair, 15" - 18 ", 8'- 15'
deep, up to 12 If
EA
6
5
-1
. $ 2,900.00
S (2,900.00)
45
Pt. Repair, 15" - 18 ", over 15'
deep, up to 12 If
EA
0
0
0
$ 3,500.00
S
46
Pt. Repair, 21" - 36 ", 0' - 8'
deep, up to 12 If
EA
0
0
0
S 4,000.00
S
47
Pt. Repair, 21" - 36 ", 8'- 15'
deep, up to 12 If
EA
0
0
0
$ 6,000.00
$
48
Pt. Repair, 21" - 36", over 15'
deep, up to 12 If
EA
0
0
0
S 8,000.00
S
49
Extra length pt. Repair, all sizes,
0' - 8' deep
LF
0
0
0
S 80.00
S
50
Extra length pt. Repair, all sizes,
8'- 15' deep
LF
0
0
0
$ 120.00
S
51
Extra length pt. Repair, all sizes,
over15' deep
LF
0
0
0
$ 160.00
$
52
Rmv /Rplace 6" • 12 ", includes
modified bedding, 0'- 8' deep,
50 L.F. min.
LF
0
0
0
S 65.00
$
53
Rmv /Rplace 6" - 12', includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
0
0
0
$ 75.00
S
54
Rmv /Rplace 6" - 12 ", includes
modified bedding, over 15'
deep, 50 L.F. min.
LF
0
0
0
S 1,000.00
S
55
Rmv /Rplace 15" - 18 ", includes
modified bedding, 0'- B' deep,
50 L.F. min.
LF
0
0
0
S 75.00
$
56
Rmv /Rplace 15" - 18 ", includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
0
0
0
$ 100.00
S
57
Rmv /Rplace 15" - 18 ", includes
modified bedding, over 15'
deep, 50 L.F. min.
0
0
0
S 125.00
S
58
Auger & Encase 8' -10 ", all
depths
LF
0
0
0
$ 100.00
S
59
Auger & Encase 12" -15 ", all
depths
LF
0
0
0
S 150.00
$
60
Rmv /replace up to5" concrete
sidewalk/driveway (includes
sawcutting & reinforcement)
SY
1 01
01
0
$ 45.00
1 $
page2
L`
Co1wo5
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #5
01/02/2001
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items related
to work on Garth Road plus clean & TV on Polly and Park Streets.
61
Rmvlreplace up to5" concrete
sidewalktdriveway (includes
sawcutting & reinforcement)
SY
0
0
0
3 60.00
S
62
Rmv /repl up to 2" HMAC, Type
D, (ind. Saw cut,tack coat, base
repair)
SY
0
0
0
$ 30.00
S
63
1" rock with no fines for bedding
(incidental to point repairs)
TON
0
0
0
$ 20.00
S
64J
Annular and void space grouting
CY
01
0
0
$ 100.00
S
651
Flagman for direction of traffic
MHR
01
0
0
$ 20.00
S
661
Hydromulch Seeding
SY
01
150
150
$ 3.00
S 450.00
671
Bypass Pumping, 6" or greater
Day
01
0
0
$ 1.00
S
68
1 Root & tuberculation removal, 6"
- 12"
LF
0
0
0
$ 10.00
S
69
Root & tuberculation removal,
12" - 24"
LF
0
0
0
$ 20.00
S
70
Steel Casing, up to 12 ", above
ground, coated and wrapped,
including supports
LF
0
01
0
$ 100.00
$
71
Drop manhole assembly, up to
8' deep
EA
0
0
0
S 2,500.00
$
72
Drop manhole assembly, over 8'
deep
VF
0
0
0
$ 500.00
$
73
Emergency mobilization
EA
1
1
0
$ 1,000.00
$
Total Change Order #1
or
P.M Construction Dat
Finance Date
Work Order Summary:
Final Construction Cost W05 S 29,295.00
Initial Work Order #5 $ 43,985.00
Change Order #1 $ (14,690.00)
Director of Engineering Date
City manager Date
S (14,690.00)
page3
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
1 7704 East Erath
Houston, Texas 77012
Pay Estimate No. 1 (final)
Pay Estimate Cut -off date December 21, 2000 (Invoice Date)
Work Order #5, Total Time Allowed: 5 Working Days
Total Time Used: 5 Working Days
Item
Description
Unit
Est. W05
Quant.
Final
Quantities
Unit
Price
Total this
Estimate
1117,
Pipe bursting 6" & 8" with 8" HOPE min. SDR
0' -8' deep
LF
0
0
$ 38.00
$0.00
2
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17, 8' -15' deep
LF
0
0
$ 40.00
$0.00
3
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17, over 15' deep
LF
0
0
$ 45.00
$0.00
4
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, 0' -8' deep
LF
0
0
$ 42.00
$0.00
5
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, 8' -15' deep
LF
0
0
$ 45.00
$0.00
6
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, over 158' deep
LF
0
0
$ 50.00
$0.00
7
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, 0' -8' deep
LF
0
0
$ 55.00
$0.00
8
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17; 8' -15' deep
LF
0
0
$ 60.00
$0.00
9
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, over 15' deep
LF
0
01
$ 75.00
$0.00
10
Pipe bursting 12" & 15" with 15" HOPE min.
SDR 17, min, PVC SDR 26, 0' -8' deep
LF
0
0
$ 75.00
$0.00
1.1
Pipe bursting 12" & 15" with 15" HDPE min.
SDR 17, min, PVC SOR 26, 8' -15' deep
LF
0
0
$ 85.00
$0.00
12
Pipe`Eursting 12" & 15" with 15" HOPE min.
SDR 17, min, PVC SDR 26, over 15' deep
LF
0
0
$ 100.00
$0.00
13
Remove existing slipliner, all sizes and
depths
LF
0
0
$ 5.00
$0.00
141
Reconnect service - short side, 0' -8' deep
EA
0
0
$ 500.00
$0.00
15
Reconnect service.- short side, over 8' deep
EA
0
0
$ 700.00
$0.00
16
Reconnect service - long side, 0' -8' deep
EA
0
0
$ 1,200.00
$0.00
17
Reconnect service - long side, over 8' deep
EA
0
0
$ 1,500.00
$0.00
18
Manhole Wall Sealing
VF
0
0
$ 85.00
$0.00
19
Repl /install new manhole, 0' -8' deep
EA
3
3
$ 1,500.00
$4,500.00
20
New Manhole , over 8' deep
VF
12
14.5
$ 200.00
$2,900.00
21
Replace /install ring and cover
EA
0
0
$ 300.00
$0.00
22
Extra cement stabilized sand backfill, 2
sk. /ton
TON
20
55
$ 20.00
$1,100.00
23
Point Rpr /obst rmv - pipe bursting, 0' - 8'
deep
EA
0
0
$ 300.00
$0.00
24
Point Rpr /obst rmv - pipe bursting, 8' - 15'
deep
EA
0
0
$ 400.00
$0.00
25
Point Rpr /obst rmv - pipe bursting, over 15'
deep
EA
0
0
$ 500.00
$0.00
26
Extra Length point repair, all depths
LF
0
0
$ 60.00
$0.00
27
Well Point set up, up to 12 If
EA
3
0
$ 2,800.00
$0.00
28
Well Point, Extra length over 12 If
LF
0
0
$ 20.00
$0.00
29
Trench Safety, 0' to 8' deep
LF
0
0
$ 1.00
$0.00
30
Trench Safety. 8' to 15' deep
LF
1 45
45
$ 1.00
$45.00
31
Trench Safety, 8' to 15' deep
LF
1 0
0
$ 1.00
$0.00
pelwo5final
L`
CITY OF- BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
7704 East Erath
Houston, Texas 77012
Pay Estimate No. 1 (final)
Pay Estimate Cut -off date December 21, 2000 (Invoice Date)
Work Order #5, Total Time Allowed: 5 Working Days
Total Time Used: 5 Working Days
Item
Description
Unit
Est. W05
Quant.
Final
Quantities
Unit
Price
Total this
Estimate
32
Clean 6" to 12" Sewer
LF
0
575
$ 3.00
$1,725.00
33
Clean 15" to 21" Sewer
LF
1640
0
$ 5.00
$0.00
34
Clean 24" to 36" Sewer
LF
0
0
$ 10.00
$0.00
35
TV Inspection of Sewer
LF
1640
575
$ 1.00
$575.00
36
Bypass Pumping, 3" pump
Day
0
0
$ 1.00
$0.00
37
Bypass Pumping, 4" pump
Day
0
0
$ 1.00
$0.00
38
Bypass Pumping, 6" pump
Day
0
0
$
$0.00
39
Bypass Pumping, 8" pump
Day
0
0
$ -
$0.00
40
Pt. Repair, 6" - 12 ", 0' - 8' deep, up to 12 If
EA
0
0
$ 1,250.00
$0.00
41
Pt. Repair, 6" - 12 ", 8' - 15' deep, up to 12 If
EA
0
0
$ 1,750.00
$0.00
42
Pt. Repair, 6" - 12 ", over 15' deep, up to 12 If
EA
0
1
$ 2,500.00
$2,500.00
43
Pt. Repair, 15" - 18 ", 0'- 8' deep, up to 12 If
EA
0
0
$ 2,250.00
$0.00
44
Pt. Repair, 15" - 18 ", 8'- 15' deep, up to 12,If
EA
6
5
$ 2,900.00
$14,500.00
451f
Pt. Repair, 15" - 18 ", over 15' deep, up to 12
EA
0
0
$ 3,500.00
$0.00
46
Pt, Repair, 21" - 36 ", 0' - 8' deep, up to 12 If
EA
0
0
$ 4,000.00
$0.00
47
Pt. Repair, 21" - 36 ", 8'- 15' deep, up to 12 If
EA
0
0
$ 6,000.00
$0.00
48
Pt. Repair, 21" - 36 ", over 15' deep, up to 12
If
EA
0
0
$ 8,000.00
$0.00
49
Extra length pt. Repair, all sizes, 0' - 8' deep
LF
0
0
$ 80.00
$0.00
50
Extra length pt. Repair, all sizes, 8' - 15' deep
LF
0
0
$ 120.00
$0.00
51
Extra length pt. Repair, all sizes, over15'
deep
LF
0
0
$ 160.00
$0.00
52
Rmv /Rplace 6" - 12 ", includes modified
bedding, 0'- 8' deep, 50 L.F. min.
LF
0
0
$ 65.00
$0.00
53
Rmv /Rplace 6" - 12 ", includes modified
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
$ 75.00
$0.00
54
Rmv /Rplace 6" - 12 ", includes modified
bedding, over 15' deep, 50 L.F. min.
LF
0
0
$ 1,000.00
$0.00
55
Rmv /Rplace 15" - 1.8 ", includes modified
bedding, 0'- 8' deep, 50 L.F. min,
LF
0
0
$ 75.00
$0.00
56
Rmv /Rplace 15" - 18 ", includes modified
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
$ 100.00
$0.00
57
Rmv /Rplace 15" - 18 ", includes modified
bedding, over 15' deep, 50 L.F. min.
0
0
$ 125.00
$0.00
58
Auger & Encase 8" -10 ", all depths
LF
0
0
$ 100.00
$0.00
59
Auger & Encase 12" -15 ", all depths
LF
0
0
$ 150.00
$0.00
60
Rmv /replace up to5" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
0
0
$ 45.00
$0.00
61
Rmv /replace up toy" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
0
0
$ 60.00
$0.00
62
Rmv /repl up to 2" HMAC, Type D, (incl. Saw
cut,tack coat, base repair)
SY
0
0
$ 30.00
$0.00
63
1" rock with no fines for bedding (incidental to
point repairs)
TON
0
0
$ 20.00
$0.00
64
Annular and void space grouting
CY
0
0
$ 100.00
$0.00
pet wo5final
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
7704 East Erath
Houston, Texas 77012
Pay Estimate No. 1 (final)
Pay Estimate Cut -off date December 21, 2000 (Invoice Date)
Work Order #5, Total Time Allowed: 5 Working Days
Total Time Used: 5 Working Days
Item
Description
Unit
Est. WO5
Quant.
Final
Quantities
Unit
Price
Total this
Estimate
65
Flagman for direction of traffic
MHR
0
0
$ 20.00
$0.00
66
Hydromulch Seeding
SY
0
150
$ 3.00
$450.00
67
Bypass Pumping, 6" or greater
Day
0
0
$ 1.00
$0.00
681
Root & tuberculation removal; 6" - 12"
LF
0
01
$ 10.00
$0.00
69
Root & tuberculation removal, 12" - 24"
LF
0
0
$ 20.00
$0.00
70
Steel Casing, up to 12 ", above ground,
coated and wrapped, including supports
LF
0
0
$ 100.00
$0.00
71
Drop manhole assembly, up to 8' deep
EA
0
0
$ 2,500.00
$0.00
72
Drop manhole assembly, over 8' deep ,
VF
0
0
$ 500.00
$0.00
73
Emergency mobilization
EA
1
1
$ 1,000.00
. $1,000.00
Total
MENNEN
$29,295.00
Less 0% Retainage
$ -
LESS Total Previous Payments on WO 5
$ -
Payment Due This Estimate
.0=00MMEN
$ 29,295.00
Contract Summary:
Current Work Order #5 Amount
Less 0% Retainage
Less Previous Payments
Current Amount Due
C
$29,295.00
29,295.00
pelwo5final
i I
Zi e j
Asst. Directo of Enginelr
P.M. Construction
`
Date
Contract Summary:
Current Work Order #5 Amount
Less 0% Retainage
Less Previous Payments
Current Amount Due
C
$29,295.00
29,295.00
pelwo5final
i I
Zi e j
Asst. Directo of Enginelr