1995-06-22 Partial Payment Request
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MEYER-ROHLIN, INC.
ENGINEERS-LAND SURVEYORS 1111 Hwy. 25 N., Buffalo, Minn.55313 Phone 612-682-1781
June 22, 1995
City of Albertville
c/o Linda Houghton, Clerk
PO Box 131
Albertville, MN 55301
RE: Parkside utilities and street
Albertville, Minnesota
Honorable Mayor and City Council:
The contractor for the above-referenced project has requested
partial payment for work completed to date. See the attached
payment recommendation to the developer. Since the developer is
making payment to the contractor with a portion of the letter of
credi t deposited with the City to guarantee completion of the
project, the City must therefore approve a reduction in the
letter of credit. The amount of the reduction is as follows:
Reduction = (partial payment - [change orders x 95%]) x 57% =
($31,019.83 - [$8597.80 x 95%]) x 57% = $13,025.59
The reason that the change order work has been factored out in
the reduction calculation is that it is not included in the
letter of credit deposited with the City.
Since the work performed by the contractor reflected by this
amount has been completed, we recommend that Kenco Construction,
Inc. 's letter of credit be reduced by $13,025.59.
If you should have any questions, please do not hesitate to
contact me.
Sincerely,
MEYER-ROHLIN, INC.
iZ..e:;/ 4~
Ronald Geurts
Project Engineer
cc: Kenco
Latour Construction, Inc.
File S-93124
Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor
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MEYER-ROHLIN, INC.
ENGINEERS-LAND SURVEYORS 1111 Hwy. 25 N., Buffalo, Minn.55313 Phone 612- 682-1781
June 22, 1995
Mr. Kent Roessler
Kenco
13736 NE Johnson street
Ham Lake, MN 55304
RE: PARKSIDE UTILITIES & STREET
Albertville, Minnesota
Partial Payment Request No. 7
Dear Mr. Roessler:
The contractor for the above-referenced project has requested partial
payment for work completed to date. The standard 5% retainage has been
reduced to 1% since the only outstanding item to be completed is the
wear course. The contract was extended to meet with the City's
request; however, the contractor requested a retainage reduction due
to the extension.
BID "A" SANITARY SEWER
Item Bid Inst.
No. Item Qty. Qty. Unit Unit Price Total Price
I. 8" PVC, (8-10' ) 2523 2127 1.f. $ 14.40 $30,628.80
2. 8" PVC (10-12' ) 882 1250 1. f. $ 15.50 $19,375.00
3. 10" PVC (10-12') 549 528 1. f. $ 16.80 $ 8,870.40
4. 10" PVC (12-14' ) 130 140 1. f. $ 17.90 $ 2,506.00
5. 10" PVC (14-16' ) 180 201 1. f. $ 20.10 $ 4,040.10
6. 10" PVC (16-18 I ) 257 263 1.f. $ 22.30 $ 5,864.90
7. 10" PVC (18-20') 204 162 1.f. $ 24.50 $ 3,969.00
8. 12" PVC (10-12') 223 279 1. f. $ 18.40 $ 5,133.60
9. 12" PVC (12-14') 641 508 1. f. $ 19.50 $ 9,906.00
10. 12" PVC (14-16' ) 42 130 1. f. $ 21.70 $ 2,821.00
II. 12" PVC (16-18' ) 32 19 1.f. $ 23.90 $ 454.10
Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor
. .
12. 12" PVC (18-20 I) 28 48 1.f. $ 26.00 $ 1,248.00
13. 12" PVC (20-22') 62 81 1.f. $ 30.50 $ 2,470.50
14. Manhole, 48" dia.
(0- 8 I ) 25 25 each $1138.00 $28,450.00
15. Manhole 48" dia.
extra depth 112 117.18 1. f. $ 74.00 $ 8,671.32
16. Manhole outside
drop section 2 2 1.f. $ 950.00 $ 1,900.00
17. Manhole outside
drop section
extra depth 3.3 6.72 1.f. $ 47.00 $ 315.84
18. 8" PVC cap 1 1 each $ 15.00 $ 15.00
19. Remove 12" PVC cap
& connect to exist-
ing 1211 PVC 1 1 each $ 410.00 $ 410.00
20. 12" PVC cap 1 3 each $ 37.00 $ 111.00
21. Sewer service
connections 108 108 each $ 46.00 $ 4,968.00
22. 4" PVC, SDR 26
service pipe 4810 5196 1. f. $ 6.90 $35,852.40
23. Density tests 280 166 each $ 19.60 $ 3,253.60
24. Submersible pump
lift station 100% 100% l.s. $24720.00 $24,720.00
25. Electrical for lift
station 100% 100% 1. s. $9900.00 $ 9,900.00
26. Remove 4" plug &
connect to existing
4" PVC forcemain 1 1 each $ 360.00 $ 360.00
27. 4" PVC 42 42 1.f. $ 10.00 $ 420.00
28. 4" 900 DIP bend 2 2 each $ 56.00 $ 112.00
29. 4" x 4" x 4"
DIP tee 1 1 each $ 81.00 $ 81.00
30. 4" gate valve,
valve box and
riser 2 2 each $ 265.00 $ 530.00
31. Crushed rock 50 65.14 c.y. $ 12.00 $ 781. 68
TOTAL BID "A" $~~~J:~~~,;,~4
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ALTERNATE BID "BII WATERMAIN
I. 6" PVC, C-900 1618 1481 Lf. $ 8.40 $12,440.40
2. 8" PVC, C-900 3517 3493 1.f. $ 10.20 $35,628.60
'3 . 12" PVC, C-900 578 591 Lf. $ 15.40 $ 9,101.40
4. 6" x 6" x 6"
DIP tee 2 5 each $ 130.00 $ 650.00
5. 8" X 8" X 6"
DIP tee 10 8 each $ 170.00 $ 1,360.00
6. 8" x 8" X 8"
DIP tee 2 0 each $ 185.00 $ 0.00
7. 12" X 12" x 6"
DIP tee 1 1 each $ 270.00 $ 270.00
8. 12" X 12" x 8"
DIP tee 1 1 each $ 290.00 $ 290.00
9. 8" x 8" X 6" X 6"
DIP cross 1 1 each $ 198.00 $ 198.00
10. 6" 22tO DIP bend 3 2 each $ 99.00 $ 198.00
II. 6" 450 DIP bend 2 2 each $ 99.00 $ 198.00
12. 8" IltO DIP bend 14 6 each $ 145.00 $ 870.00
13. 8" 22tO DIP bend 1 6 each $ 150.00 $ 900.00
14. 6" resilient seat
gate valve, valve
box & riser 19 19 each $ 300.00 $ 5,700.00
15. 8" resilient seat
gate valve, valve
box & riser 9 9 each $ 420.00 $ 3,780.00
16. 12" resilient seat
gate valve, valve
box & riser 1 1 each $ 730.00 $ 730.00
17. Hydrants 12 12 each $1585.00 $19,020.00
18. Remove & reuse
6" plug 1 1 each $ 330.00 $ 330.00
19. Remove & reuse
8" plug 1 1 each $ 330.00 $ 330.00
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20. Remove & reuse
1211 plug 1 1 each $ 330.00 $ 330.00
21. Remove & reuse
hydrant 1 1 each $ 560.00 $ 560.00
22. Remove & salvage
existing 811 x 611
reducer & 611 DIP 1 1 each $ 330.00 $ 330.00
23. Water service
connection 108 108 each $ 117.00 $12,636.00
24. III copper service
pipe 4340 4438 1. f. $ 6.20 $27,515.60
25. Bacteriological
test 7 7 each $ 31. 50 $ 220.50
26. Crushed rock 50 0 c.y. $ 12.00 $ 0.00
27. Density tests 285 153 each $ 19.60 $ 2,998.80
28. Raise valve box 16 0 each $ 82.00 $ 0.00
TOTAL ALTERNATE BID IIBII $~~gJ:~~~~~O
BID IICII STORM SEWER
1. Remove 4211 RCP apron
& connect to
4211 RCP 1 1 each $ 165.00 $ 165.00
2. 4811 Arch RCP,
CL. III (0-8' ) 512 608 1. f. $ 106.00 $64,448.00
3. 4811 Arch RCP apron
w/galvanized trash
guard 1 1 each $1215.00 $ 1,215.00
4. 4211 RCP, CL. III
(0-8' ) 122 124 1. f. $ 70.60 $ 8,754.40
5. 3611 RCP, CL. III 266 254 1. f. $ 45.60 $11,582.40
6. 36" RCP apron
w/ga1vanized trash
guard 1 1 each $1065.00 $ 1,065.00
7. 2711 RCP, CL. III
( 0-8 ' ) 520 517 1. f. $ 30.80 $15,923.60
8. 2111 RCP, CL. III
( 0-8 ' ) 219 182 1. f. $ 23.70 $ 4,313.40
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9. 18" RCP, CL. III
(0-8' ) 230 229 1.f. $ 21. 60 $ 4,946.40
10. 15" RCP, CL. III
(0-8' ) 555 550 1.f. $ 20.00 $11,000.00
11. 12" RCP, CL. III
(0-8') 70 68 1. f. $ 18.60 $ 1,264.80
12. Catch basin, 102"
dia. (0-5' ) 1 1 each $3485.00 $ 3,485.00
13. Catch basin, 102"
dia. extra depth 0.7 0.7 1.f. $ 340.00 $ 238.00
14. Catch basin, 96" dia.
(0-5' ) 1 1 each $2860.00 $ 2,860.00
15. Catch basin, 96"
dia. extra depth 1.2 1.2 1.f. $ 290.00 $ 348.00
16. Catch basin, 84"
dia. (0-5' ) 1 1 each $2335.00 $ 2,335.00
17. Catch basin, 84"
dia. extra depth 0.6 0.6 1.f. $ 230.00 $ 138.00
18. Catch basin, 72"
dia. (0-5' ) 5 5 each $1780.00 $ 8,900.00
19. Catch basin, 72"
dia. extra depth 2.9 2.9 1.f. $ 165.00 $ 478.50
20. Catch basin, 60"
dia. (0-5' ) 1 1 each $1440.00 $ 1,440.00
21. Catch basin, 48"
dia. (0-5') 15 15 each $1025.00 $15,375.00
22. Catch basin, 48"
dia. extra depth 1.3 1 1.f. $ 82.00 $ 82.00
23. Catch basin, 30"
dia. (0-5' ) 1 1 each $ 655.00 $ 655.00
24. Catch basin, 27" dia.
(0-5' ) 2 2 each $ 700.00 $ 1,400.00
25. 15" HCP apron 2 2 each $ 280.00 $ 560.00
26. Random rip-rap
CL. IV 33.3 33.3 c.y. $ 34.00 $ 1,132.20
27. Filter blanket 16.7 16.7 c.y. $ 7.80 $ 130.26
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28. Crushed rock 400 25 c.y. $ 12.00 $ 300.00
29. Density tests 103 12 each $ 19.60 $ 235.20
TOTAL BID "C" $~g~,;ZZ~,;,~6
BID "D" STREETS
1. Grading, right turn
lane, CSAH 37 ROW 100% 1 1.s. $9450.00 $ 9,450.00
2. Subgrade
preparation 22496 21474 s.y. $ 0.48 $10,307.52
3 . Aggregate base placed
class 5 (CV) 9749 10357 c.y. $ 10.20 $105,641.40
4. Surmountable concrete
curb & gutter 9490 9404 1.f. $ 5.25 $49,371. 00
5. Type 31 base
course mixture 30708 30000 sy-in $ 1.34 $40,200.00
6. Type 41 wear
course mixture 29942 7963 sy-in $ 1.44 $11,466.72
7. Seeding, mulching
fertilizing and
disk anchoring 0.3 0.3 acres $1260.00 $ 378.00
8. 4" concrete flume 2 2 each $ 330.00 $ 660.00
9. Sod 200 0 s.y. $ 2.10 $ 0.00
10. Ditch block 1 1 each $ 220.00 $ 220.00
11. Permanent
barricades 48 48 1. f. $ 31.50 $ 1,512.00
12. Street sign
(complete) 2 2 each $ 168.00 $ 336.00
13. Random rip-rap
C1. II 4.5 4.4 c.y. $ 37.00 $ 162.80
14. Adjust manhole 23 23 each $ 165.00 $ 3,795.00
15. Adjust gate valves 15 15 each $ 82.50 $ 1,237.50
16. Density tests 45 9 each $ 19.60 $ 176.40
TOTAL BID "D" $~~~,;~~~,;,~4
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EXTRA WORK
1. Geotextile filter
fabric
o 7546
2. Common excavation(EV) 0 1505
3. 4" insulation
o
80
4. Motorola Pager
o
5. Raise manhole
in swamp
o
6.
6" DIP sleeve
(materials)
o
7.
o
6" 45 DIP bends
(materials)
o
8.
6" PVC, C-900
(materials)
14
o
9.
Adjust watermain to
avoid sanitary
1.5
o
10. Extend ex. RCP for
turn lane
o 100%
11. Moved culvert in farmer's
dwy for turn lane 0 100%
12. Manhole diamonds
o
13. Gate valve
diamonds
o
s.y.
c.y.
s.f.
1
1.s.
1
1.s.
1
each
4
each
1.f.
hour
1.s.
1.s.
o
each
o
each
TOTAL EXTRA WORK
TOTAL WORK COMPLETED TO DATE
LESS 1% RETAINAGE
LESS PREVIOUS PAYMENTS
PARTIAL PAYMENT NO. 7
.
$
$
$
1.23
2.25
1.60
$ 9,281.58
$ 3,386.25
$
128.00
$ 4,160.00
$ 1,520.00
$
37.50
$ 4,160.00
$ 1,520.00
$
37.50
$
76.50
$
306.00
$
3.24
$
45.36
$
480.00
$
720.00
$
642.00
$
642.00
$
$
860.00
65.63
$
$
860.00
0.00
$
42.00
$
0.00
$~~~~~~~~~
$775,495.73
$ 7,754.96
$736,720.94
$ 31,019.83
The original bid amount for this project was $810,860.07. The total of
all work completed to date is 96% of the original bid amount. We
therefore recommend Partial Payment No. 7 be made to Latour
Construction Inc., 2134 Co. Rd. 8 NW, Maple Lake, MN 55358, in the
amount of $31,019.83.
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.
If you have any questions, please do not hesitate to contact me.
Sincerely,
MEY~N. INC.
Ronald Geurts
Project Engineer
cc: 5-93124
Latour Construction Inc.