1988-12-16 Costs for CSAH 37 Interceptor & Watermain
I
.
T1!
MEYER-ROHLIN, INC.
ENGINEERS-LAND SURVEYORS 1111 Hwy. 25 N., Buffalo, Minn.55313 Phone 612-682-1781
December 16, 1988
City of Albertville
c/o Maureen Andrews, Administrator
Box 131
Albertville, MN 55301
Re: Westwind Costs for CASH 37
Interceptor & Watermain
Dear Maureen:
As requested, we have broken
which were assessed to Westwind
Watermain.
down the
for the
costs in
CSAH 37
the pay request
Interceptor and
The CSAH 37 watermain is 1758 feet long from the wet tap on the
east side of CSAH 19 to the end plug on the western edge of the Westwind
Plat. The two properties to which 75% of the cost of this watermain are
to be, or alrea.dy are assessed, are the Westwind Development and the
undeveloped property just to the east of Westwind. The Westwind
Development has 1075 feet of watermain adjacent to the property and the
undeveloped area has 592 feet adjacent to it, for a total of 1667 feet.
The remainder is in the CSAH 19 right-of-way. The percent of the 1667
feet attributable to Westwind is therefore 64.5%. On each pay request,
the cost of the CSAH 37 watermain is listed under Bid "A". To determine
the amount to be paid out of the Westwind bond funds, multiply the
amount listed as total bid "A" by 0.645, and then multiply the result by
0.75. An example is provided for pay request #5.
Seventy-five percent of the cost of the CSAH 37 interceptor will be
assessed, or already has been assessed, to the Westwind Development, the
undeveloped property to the east of the Westwind Development, D. J . 's
Plumbing, and Sunrise Commercial Park. The 1 ift station and forcemain
will not be assessed. The length of the interceptor from manhole #6 on
the east side of CSAH 19 to the end cap at the western boundary of
Westwind is 1768 feet. This portion of the interceptor will be assessed
to the two properties to the west of CSAH 19 at 75%. The same percentage
already calculated for the watermain for Westwind would then also apply
to the sanitary sewer for Westwind.
The costs for the CSAH 37 Interceptor are listed in bid item "B".
However, also contained in bid item "B" are the costs of the interceptor
adjacent to D. J. 's Plumbing and within the Sunrise Commercial Park
development, and the costs of the lift station and forcemain. Therefore,
Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor
I
page 2
it is necessary that we break out the costs for the portion of the
interceptor which will be assessed back to the two properties west of
CSAH 19 on each pay request. This has been done for each bid item "B" on
all five pay requests. To determine the amount to be paid by the
Westwind bond, we multiplied the cost of this portion of the interceptor
by the same percentages as for the watermain.
You will probably note from the foregoing that we have included the
cost of crossing CSAH 19 into the total cost, of which 75% is to be paid
by the two properties west of CSAH 19.
The remainder of Westwind' s costs are listed under bid items "C",
"D", "E" and "F". Bid items "G", "H", "I" and "J" are for the Braun
Development.
Pay Request #5
BID "A" Watermain
Item
No.
Bid
Qty.
Inst.
Qty. Unit
Item
1. 12" DIP
1740
1758
1.f.
2. 6" DIP
20
38
1.f.
3. Wet tap with 12" gate valve
valve box & riser 1
1
each
4. 12" gate valve with
valve box & riser
4
4
each
5. 6" gate valve with
valve box & riser
1
2
each
6 . Hydrant
7. 12" lItO bend
8. 12" 22tO bend
1
2
each
1
1
each
1
1
each
9. 12" X 12" x 8" tee
2
2
each
10. 12" X 12" x 6" tee
1
2
each
11. Crushed rock
200
ton
12. Density testing
35
35
each
13. Class 5 aggregate
(cv) (inplace)
20
20
c.y.
14. Bituminous patch 4"
(2" base, 2" wear)
50
50
s.y.
Unit Price
$
$
18.55
10.17
$ 1920.00
$
670.00
$
290.00
$ 1000.00
$
$
$
$
$
$
145.00
145.00
200.00
195.00
.01
19.00
$
10.00
$
8.00
Total Price
$32,610.90
$
386.46
$ 1920.00
$ 2,680.00
$
580.00
$ 2,000.00
$
$
$
$
$
$
145.00
145.00
400.00
390.00
665.00
$
200.00
$
400.00
page 3
Item Bid Inst.
No. Item Qty. Qty. Unit Unit Price Total Price
15. 12" plug 1 1 each $ 76.00 $ 76.00
TOTAL BID "A" $ 42,598.36
Amount to be paid out of Westwind' s Bond (. Y 2.A)
x .645
$ 27,475.94
x .75
$ 20,606.96
Amount to be paid out of interceptor bond
$ 42,598.36
- 20.606.96
$ 21,991.40
For those quantities which apply to the interceptor west of CSAH 19, we
have emboldened the print in the following:
Pay Request #5
BID "B" Sanitary Sewer
1. 12" PVC (12'-14') 750 748 1.f. $ 17.20 $12,865.60
2A 12" pvc (14'-16') 495 32 1. f. $ 18.20 $ 582.40
2B 12" PVC (14'-16') 518 1.f. $ 18.20 $ 9,427.60
3A 12" PVC (16'-18') 400 130 1. f. $ 19.20 $ 2,496.00
3B 12" PVC (16'-18') 259 1.f. $ 19.20 $ 4,972.80
4A 12" PVC ( 18 ' -20' ) 50 390 1. f. $ 20.70 $ 8,073.00
4B 12" PVC (18'-20') 142 1.f. $ 20.70 $ 2,939.40
5A 12" PVC (20'-22') 165 436 1. f. $ 22.20 $ 9,679.20
5B 12" PVC (20'-22') 101 1.f. $ 22.20 $ 2,242.20
6. 12" DIP (20'-22') 52 20 1. f. $ 29.80 $ 596.00
7. Boring-24" casing
w/12" carrier pipe 86 1.f. $ 130.00 $ 0.00
8. 12" DIP (28'-30')
dead lead to L.S. 20 1. f. $ 34.60 $ 0.00
9. Submersible pump L.S. w/valve MH,
2-5 hp pumps, piping, controls,
valves (complete) 1 1 each $45,734.00 $45,734.00
page 4
Item Bid Inst.
No. Item Qty. Qty. Unit Unit Price Total Price
10. 6" PVc F.M., AWWA c900,
Class 150, DR 18 1280 693 1. f. $ 7.35 $ 5093.55
l1A Class 5 aggregate
(cv) (inplace) 200 159 c.y. $ 10.00 $ 1,590.00
lIB Class 5 aggregate 129 c.y. $ 10.00 $ 1,290.00
12. Bituminous patch 4"
2" base, 2" wear 270 425 s.y. $ 8.00 $ 3400.00
13. Black dirt 1050 c.y. $ .01 $ 0.00
14. Seeding 1.85 acre $ 950.00 $
15. Sodding 480 s. y. $ 2.00 $
16. Crushed rock 800 ton $ .01 $
17A Density testing 100 24 each $ 19.00 $ 456.00
17B Density testing 35 each $ 19.00 $ 665.00
18A Manholes 7 6 each $ 890.00 $ 5,340.00
18B Manholes 5 each $ 890.00 $ 4,450.00
19A Manho Ie extra depth 70 61.9 1. f. $ 59.00 $ 3,652.10
19B Manhole Ex. Depth 43.7 1.f. $ 59.00 $ 2,578.30
20. 6" 0 1 each $ $
45 PVc bend 5 60.00 300.00
21. 6" I1tO PVC bend 1 each $ 60.00 $
22. Bituminous patch 3"
It" base, It" wear 140 175 s. y. $ 7.00 $ 1,225.00
23. Bituminous patch 2"
2" wear 50 s. y. $ 5.00 $ 0.00
24. 12" plug 1 2 each $ 80.00 $ 160.00
25A 12" end cap 1 1 each $ 50.00 $ 50.00
25B 12" end cap 1 each $ 50.00 $ 50.00
Extra
12" PVc (22-24) 83 1. f. $ 27.20 $ 2,257.60
18" PVC (22-24) 86 l.f. $ 39.20 $ 3,371.20
12" x 6" Wye 7 each $ 130.00 $ 910.00
12" x 6" Wye 1 $ 130.00 $ 130.00
6" PVc 65 1. f. $ 9.85 $ 640.25
12" Drop Section 6.86 l.f. $ 240.00 $ 1,646.40
page 5
Item
No.
Bid
Qty.
Item
10" DIP
6" DIP
Boring-26" Casing
w/carrier pipes
Parking lot paving
at D. J . 's
Extra depth on valve M.H.
Spirit Pager for voice recorder
Change wiring from 120/240 to
277/480, 3-phase
Extra 56' overhead wire
Mobilization of swamp maps
Class 2 aggregate
Rock
Pumping water from jack pit
Lower production rate due
to relocation of lift station
Inst.
Qty. Unit
28
28
73
215
4
1
1
1
1
49.49
49
1
West of 19 TOTAL
TOTAL BID "B"
1. f.
l.f.
1. f.
s.y.
1. f.
1. s.
1. s.
1.s.
1.s.
tons
ton
l.s.
1
l.s.
Unit Price
$
$
$
$
$
$
$
$
$
$
$
$
$
23.00
16.00
190.00
6.00
305.44
286.77
570.00
186.00
1000.00
9.22
8.20
190.00
6927.00
Amount to be paid out of Westwind' s Bond [.4 '2Cj )
Amount to be paid out of interceptor bond
Total Price
$ 644.00
$ 448.00
$13,870.00
$ 1,290.00
$ 1,221.76
$ 286.77
$ 570.00
$ 186.00
$ 1,000.00
$ 456.30
$ 401.80
$ 190.00
$ 6,927.00
$166,355.23
$ 45,010.90
x .645
$ 29,032.03
x .75
$ 21,774.02
$166,355.23
- 21,774.02
$144,581.21
Pay Request #4
BID "B" Sanitary Sewer
1. 12" PVc (12'-14') 750 748 1.f. $ 17.20 $12,865.60
2A 12" PVC (14'-16') 495 32 1. f. $ 18.20 $ 582.40
2B 12" PVC (14'-16') 518 1.f. $ 18.20 $ 9,427.60
3A 12" PVC (16'-18') 400 130 1. f. $ 19.20 $ 2,496.00
3B 12" PVc (16'-18') 259 1.f. $ 19.20 $ 4,972.80
page 6
Item Bid Inst.
No. Item ~ Qty. Unit Unit Price Total Price
4A 12" PVC (18'-20') 50 390 1. f. $ 20.70 $ 8,073.00
4B 12" PVc (18'-20') 142 1.f. $ 20.70 $ 2,939.40
5A 12" PVC (20'-22') 165 454 1. f. $ 22.20 $10,078.89
5B 12" PVc (20'-22') 101 1.f. $ 22.20 $ 2,242.20
6. 12" DIP (20'-22') 52 1.f. $ 29.80 $ 0.00
7. Boring-24" casing
w/12" carrier pipe 86 1. f. $ 130.00 $ 0.00
8. 12" DIP (28'-30')
dead lead to L.S. 20 1.f. $ 34.60 $ 0.00
9. Submersible pump L.S. w/valve MH,
2-5 hp pumps, piping, controls,
valves (complete) 1 90% each $45,734.00 $41,160.60
10. 6" PVC F.M., AWWA C900,
Class 150, DR 18 1280 693 1. f. $ 7.35 $ 5093.55
11A Class 5 aggregate
(cv) (inplace) 200 71 c.y. $ 10.00 $ 710.00
lIB Class 5 aggregate 129 c.y. $ 10.00 $ 1,290.00
12. Bituminous patch 4"
2" base, 2" wear 270 425 s.y. $ 8.00 $ 3400.00
13. Black dirt 1050 c. y. $ .01 $ 0.00
14. Seeding 1.85 acre $ 950.00 $
15. Sodding 480 s. y. $ 2.00 $
16. Crushed rock 800 ton $ .01 $
17A Density testing 100 20 each $ 19.00 $ 380.00
17B Density testing 35 each $ 19.00 $ 665.00
18A Manholes 7 6 each $ 890.00 $ 5,340.00
18B Manholes 5 each $ 890.00 $ 4,450.00
19A Manhole extra depth 70 61.9 1. f. $ 59.00 $ 3,652.10
19B Manhole Ex. Depth 43.7 1.f. $ 59.00 $ 2,578.30
20. 6" 0 1 each $ 60.00 $ 300.00
45 PVC bend 5
21. 6" I1tO PVC bend 1 each $ 60.00 $ 0.00
,
page 7
Item Bid Inst.
No. Item Qty. ~ Unit Unit Price Total Price
22. Bituminous patch 3"
It" base, It" wear 140 175 s.y. $ 7.00 $ 1,225.00
23. Bituminous patch 2"
2" wear 50 s. y. $ 5.00 $ 0.00
24. 12" plug 1 each $ 80.00 $ 0.00
25A 12" end cap 1 1 each $ 50.00 $ 50.00
25B 12" end cap 1 each $ 50.00 $ 50.00
Extra
12" PVC (22-24) 83 1. f. $ 22.20 $ 1,842.60
18" PVC (22-24) 86 1.f. $ 22.20 $ 1,909.20
12" x 6" Wye 7 each $ 130.00 $ 910.00
12" x 6" Wye 1 $ 130.00 $ 130.00
6" PVC 65 1. f. $ 9.85 $ 640.25
12" Drop Section 6.86 l.f. $ 240.00 $ 1,646.40
10" DIP 28 1. f. $ 23.00 $ 644.00
6" DIP 28 1. f. $ 16.00 $ 448.00
Boring-26" Casing
w/carrier pipes 73 1. f. $ 190.00 $13,870.00
TOTAL BID "B" $1~g:!:~g~~~~
West of 19 TOTAL
$ 45,010.90
x .645
$ 29,032.03
x .75
$ 21,774.02
Amount to be paid out of Westwind' s Bond r.. 4 'LcD
Amount to be paid out of interceptor bond
$146,062.80
- 21,774.02
$124,288.78
Pay Request #3
BID "B" Sanitary Sewer
1. 12" PVC (12'-14') 750 748 1.f. $ 17.20 $12,865.60
2A 12" PVC (14'-16') 495 32 1. f. $ 18.20 $ 582.40
2B 12" PVC (14'-16') 518 1.f. $ 18.20 $ 9,427.60
page 8
Item Bid Inst.
No. Item Qty. Qty. unit Unit Price Total Price
3A 12" PVC (16'-18') 400 130 1. f. $ 19.20 $ 2,496.00
3B 12" PVC (16'-18') 259 1.f. $ 19.20 $ 4,972.80
4A 12" PVC ( 18 ' -20 ' ) 50 390 1. f. $ 20.70 $ 8,073.00
4B 12" PVC (18'-20') 142 1.f. $ 20.70 $ 2,939.40
5A 12" PVC (20'-22') 165 454 1. f. $ 22.20 $10,078.80
5B 12" PVc (20'-22') 101 1.f. $ 22.20 $ 2,242.20
6. 12" DIP (20'-22') 52 1.f. $ 29.80 $ 0.00
7. Boring-24" casing
w/12" carrier pipe 86 1. f. $ 130.00 $ 0.00
8. 12" DIP (28'-30')
dead lead to L.S. 20 1. f. $ 34.60 $ 0.00
9. Submersible pump L.S. w/valve MH,
2-5 hp pump s , piping, controls,
valves (complete) 1 90% each $45,734.00 $41,160.60
10. 6" PVC F. M. , AWWA C900,
Class 150, DR 18 1280 693 1. f. $ 7.35 $ 5093.55
llA Class 5 aggregate
(cv) ( inplace) 200 41 c.y. $ 10.00 $ 410.00
lIB Class 5 aggregate 129 c.y. $ 10.00 $ 1,290.00
12. Bituminous patch 4"
2" base, 2" wear 270 425 s.y. $ 8.00 $ 3400.00
13. Black dirt 1050 c.y. $ .01 $ 0.00
14. Seeding 1.85 acre $ 950.00 $ 0.00
15. Sodding 480 s.y. $ 2.00 $ 0.00
16. Crushed rock 800 ton $ .01 $ 0.00
17A Density testing 100 19 each $ 19.00 $ 361.00
17B Density testing 35 each $ 19.00 $ 665.00
18A Manholes 7 6 each $ 890.00 $ 5,340.00
18B Manholes 5 each $ 890.00 $ 4,450.00
19A Manhole extra depth 70 61.9 1. f. $ 59.00 $ 3,652.10
19B Manhole Ex. Depth 43.7 1.f. $ 59.00 $ 2,578.30
20. 6" 450 PVC bend 1 5 each $ 60.00 $ 300.00
21. 6" I1tO PVC bend 1 each $ 60.00 $ 0.00
page 9
Item Bid Inst.
No. Item Qty. Qty. Unit Unit Price Total Price
22. Bituminous patch 3"
It" base, It" wear 140 25 s. y. $ 7.00 $ 175.00
23. Bituminous patch 2"
2" wear 50 s .y. $ 5.00 $ 0.00
24. 12" plug 1 each $ 80.00 $ 0.00
25A 12" end cap 1 1 each $ 50.00 $ 50.00
25B 12" end cap 1 each $ 50.00 $ 50.00
Extra
12" PVC (22-24) 83 1. f. $ 22.20 $ 1,842.60
18" PVC (22-24) 86 1. f. $ 22.20 $ 1,909.20
12" x 6" Wye 7 each $ 130.00 $ 910.00
12" x 6" Wye 1 each $ 130.00 $ 130.00
6" PVC 65 1. f. $ 9.85 $ 640.25
12" Drop Section 6.86 l.f. $ 240.00 $ 1,646.40
10" DIP 28 1. f. $ 23.00 $ 644.00
6" DIP 28 l.f. $ 16.00 $ 448.00
Boring-26" Casing
w/carrier pipes 73 1. f. $ 190.00 $13,870.00
TOTAL BID "B" $1~~:!:g~~~~~
West of 19 TOTAL $ 45,010.90
x .645
$ 29,032.03
x .75
Amount to be paid out of Westwind's Bond (Ll-'lL{ J $ 21,774.02
$144,693.80
- 21,774.02
Amount to be paid out of interceptor bond $122,919.78
Pay Request #2
BID "B" Sanitary Sewer
1. 12" PVc (12'-14') 750 748 1.f. $ 17.20 $12,865.60
2A 12" PVC (14'-16') 495 32 1. f. $ 18.20 $ 582.40
2B 12" PVC (14'-16') 518 1.f. $ 18.20 $ 9,427.60
page 10
Item Bid Inst.
NO. Item Qty. Qty. Unit Unit Price Total Price
3A 12" PVC (16'-18') 400 130 1. f. $ 19.20 $ 2,496.00
3B 12" PVC (16'-18') 259 1.f. $ 19.20 $ 4,972.80
4A 12" PVC (18'-20') 50 390 1. f. $ 20.70 $ 8,073.00
4B 12" PVC (18'-20') 142 1.f. $ 20.70 $ 2,939.40
.A 12" PVC (20'-22') 165 357 1. f. $ 22.20 $ 7,925.40
5B 12" PVc (20'-22') 101 1.f. $ 22.20 $ 2,242.20
6. 12" DIP (20'-22') 52 1. f. $ 29.80 $ 0.00
7. Boring-24" casing
w/12" carrier pipe 86 1. f. $ 130.00 $ 0.00
8. 12" DIP ( 28' -30' )
dead lead to L.S. 20 1. f. $ 34.60 $ 0.00
9. Submersible pump L.S. w/valve MH,
2-5 hp pumps, piping, controls,
valves (complete) 1 75% each $45,734.00 $34,300.50
10. 6" PVC F .M. , AWWA C900,
Class 150, DR 18 1280 1. f. $ 7.35 $ 0.00
11A Class 5 aggregate
(cv) (inplace) 200 46 c.y. $ 10.00 $ 460.00
lIB Class 5 aggregate 129 c.y. $ 10.00 $ 1,290.00
12. Bituminous patch 4"
2" base, 2" wear 270 s. y. $ 8.00 $ 0.00
13. Black dirt 1050 c.y. $ .01 $ 0.00
14. Seeding 1.85 acre $ 950.00 $
15. Sodding 480 s.y. $ 2.00 $
16. Crushed rock 800 ton $ .01 $
17. Density testing 100 30 each $ 19.00 $ 570.00
18A Manholes 7 3 each $ 890.00 $ 2,670.00
18B Manholes 5 each $ 890.00 $ 4,450.00
19A Manhole extra depth 70 45.2 1. f. $ 59.00 $ 2,666.80
19B Manhole Ex. Depth 43.7 1.f. $ 59.00 $ 2,578.30
20. 6" 450 PVC bend 1 each $ 60.00 $ 0.00
21. 6" IltO PVC bend 1 each $ 60.00 $
page 11
Item
No.
Item
22. Bituminous patch 3"
It" base, It" wear
23. Bit. patch, 2" wear
24. 12" plug
25A 12" end cap
25B 12" end cap
Extra
12" PVC (22-24)
18" PVC (22-24)
12" x 6" Wye
6" PVC
12" Drop Section
West of 19 TOTAL
Bid
Qty.
Inst.
Qty. Unit
140 s .y. $
50 s.y. $
1 each $
1 1 each $
1 each $
83 1. f. $
86 l.f. $
7 each $
52 1. f. $
6.86 1. f. $
TOTAL BID "B"
Amount to be paid out of Westwind's Bond
Unit Price
Total Price
7.00 $ 0.00
5.00 $ 0.00
80.00 $ 0.00
50.00 $ 50.00
50.00 $ 50.00
22.20 $ 1,842.60
22.20 $ 1,909.20
130.00 $ 910.00
9.85 $ 512.20
240.00 $ 1,646.40
$1~Z:!:~~~~~~
$ 41,385.90
x .645
$ 26,693.91
x .75
$ 20,020.43
$107,430.40
- 20,020.43
$ 87,409.97
Amount to be paid out of interceptor bond
Pay Request #1
BID "B" Sanitary Sewer
1. 12" PVc (12' -14 ' ) 750 748 1.f. $ 17.20 $12,865.60
2. 12" PVC (14'-16') 495 518 1.f. $ 18.20 $ 9,427.60
3. 12" PVC (16'-18') 400 259 1.f. $ 19.20 $ 4,972.80
4. 12" PVc (18'-20') 50 136 1.f. $ 20.70 $ 2,815.20
5. 12" PVC (20'-22') 165 1. f. $ 22.20 $ 0.00
6. 12" DIP (20'-22') 52 1. f. $ 29.80 $ 0.00
page 12
Item Bid Inst.
No. Item Qty. Qty. Unit Unit Price Total Price
7. Boring-24" casing
w/12" carrier pipe 86 1.f. $ 130.00 $ 0.00
8. 12" DIP (28'-30')
dead lead to L.S. 20 1. f. $ 34.60 $ 0.00
9. Submersible pump L.S. w/valve MH,
2-5 hp pumps, piping, controls,
valves (complete) 1 each $45,734.00 $ 0.00
10. 6" PVC F.M., AWWA C900,
Class 150, DR 18 1280 1.f. $ 7.35 $ 0.00
11. Class 5 aggregate
(cv) (inplace) 200 c.y. $ 10.00 $ 0.00
12. Bituminous patch 4"
2" base, 2" wear 270 s. y. $ 8.00 $ 0.00
13. Black dirt 1050 c.y. $ .01 $ 0.00
14. Seeding 1.85 acre $ 950.00 $
15. Sodding 480 s. y. $ 2.00 $
16. Crushed rock 800 ton $ .01 $
17. Density testing 100 each $ 19.00 $ 0.00
18. Manholes 7 4 each $ 890.00 $ 3,560.00
19. Manhole extra depth 70 31 1.f. $ 59.00 $ 1,829.00
20. 6" 450 PVC bend 1 each $ 60.00 $ 0.00
21. 6" 11tO PVC bend 1 each $ 60.00 $ 0.00
22. Bituminous patch 3"
It" base, It" wear 140 s.y. $ 7.00 $ 0.00
23. Bituminous patch 2"
2" wear 50 s.y. $ 5.00 $ 0.00
24. 12" plug 1 each $ 80.00 $ 0.00
25. 12" end cap 1 1 each $ 50.00 $ 50.00
TOTAL BID "B" $ 35 520.20
===~======
page 13
West of 19 TOTAL
Amount to be paid out of Westwind Bond
Amount to be paid out of interceptor bond
If you have any questions, do not hesitate to call.
Sincerely,
MEYER-ROHLIN, INC.
~l~
Professional Engineer
sl
cc: File E-8801-A,D,F
$35,520.20
x .645
$ 22,910.53
x .75
$ 17,182.90
$ 35,520.20
- 17,182.90
$ 18,337.30
..
AfEYER-ROHLIN,INC
ENGINEERS-LAND SURVEYORS
1111 Hwy. 25N., 8uff.lo, Minn. 56313
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ENGINEERS-LAND SURVEYORS
1111 Hwy. 25N., 8u".Io, Minn. 56313
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ENGINEERS-LAND SURVEYORS
1111 Hwy. 25N., 8u".Io, Minn. 55313
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ENGINEERS-LAND SURVEYORS
1111 Hwy. 25N., 8uffalo, Minn. 55313
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ENGINEERS-LAND SURVEYORS
1111 Hwy. 25N., 8ufl.lo, Minn. 55313
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AfEYER-ROHLIN,INC
ENGINEERS-LAND SURVEYORS
1111 Hwy. 25N., Buff.lo, Minn. 55313
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MEYER-ROHLIN,INC
ENGINEERS-LAND SURVEYORS
1111 Hwy. 25N., Buft.lo, MInn. 55313
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TOTAL PROJECT COST
LESS 5% RETAINAGE
LESS PREVIOUS PARTIAL PAYMENTS
:3
$547,411.f6
$ 27,370.57
$487,883.07
7,7;).
$ 32,158-rQ.Q
PARTIAL PAYMENT #4
We therefore recommend Partial Payment #4 to Latour Construction, Route
#1, Box 7C, Maple Lake, MN 55358, in the amount of $32,158.09.
If you have any questions, please feel free to contact me.
Sincerely,
MEYER-ROHLIN, INC.
~M ~()d-~
Bob Sullentrop
Professional Engineer
sl
File: 8801-A, 8801-D, 8801-F
cc: Latour Construction
'.
*These quantities will be adjusted after the pavement is installed and
the areas can be measured.
-10-
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Bid Inst.
~ ~ Unit Unit Price Total Price
350 c.y. $ 1. 50 $
with mulch .65 acre $ 950.00 $
testing 17 13 each $ 19.00 $ 247.00
manholes 4 each $ 100.00 $
. Adjust gate valves 1 each $ 75.00 $
Adjust catch basins 4 each $ 100.00 $
Subgrade prep. 6050 5537 s. y. $ .79 $ 4,374.23
EXTRA
Bituminous Base Patch It" 97 s. y. $ 4.00 $ 388.00
TOTAL BID "J" . $1Z4:~~Z~~~=
TOTAL PROJECT COST $575,149.85
LESS 5% RETAINAGE $ 28,75~
LESS PREVIOUS PARTIAL. PAYMENTS $520,04 :
S7
PARTIAL PAYMENT #5 $ 26-, 351-..g.g.
We therefore recommend Partial PaYment #5 to Latour Construction, Route
#1, Box 7C, Maple Lake, MN 55358, in the amount of $26,351.20.
If you have any questions, please feel free to contact me.
Sincerely,
MEYER-ROHLIN, INC.
V~~
Bob Sullentrop
Professional Engineer
sl
File: 8801-A, 8801-D, 8801-F
cc: Latour Construction
*These quantities will be adjusted after the pavement is installed and
the areas can be measured.
10 -