CR 94-26 CO #1 Final Payment Mainstreet Reconstruction
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January 26, 1994 ~ 0 Council Report: 94-26
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APPROVE CHANGE ORDERS
AUTHORIZE FINAL PAYMENT
MAINSTREET RECONSTRUCTION PROJECTS 90-04B AND 90-04F
Proposed Action.
staff recommends adoption of the following motion: "Move that Council
authorize chanqe orders 6B and 4F and the final Payment Application as
they concern the Mainstreet Reconstruction Projects 90-04B and 90-04F
- utilities and Plaza/Plantings."
overview.
Council in previous action has approved five other change orders under
Project 90-04B and three others under Project 90-04F in connection
. with ~he ~itY's.contract.with C.S. McCrossan for ~ainstreet work. RLK
. Assoclates advlses thelr request represents flnal extra work on
utility, plaza and planting contracts. Two other contracts with
McCrossan remain to be concluded.
Primary Issues to Consider
o What is the justification for the change orders?
o What are the costs?
o Staff Recommendation
Supportinq Information
o Change Orders 6B and 4F
o Final Payment Application
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Gessele, Engineering Superintendent
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Council Rpt: 94-26
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Analysis of Issues
o What is the justification for the change orders?
change Order 6B
Items 1,2, and 4 pertain to unanticipated conditions encountered.
Item three involves a design change in the field. The actual
cost of this change order is considerably less. The city
recovered the cost of item 1 in a special assessment and the cost
of item 3 by billing Minnegasco for the work.
Change Order 4F
All additions were generated by design changes or staff request.
o What are the costs?
The net change of Order No. 6B is an addition of $6,065.51.
Council should note that authorization of final payment involves
a decrease to the original contract work in the amount of
$190,754.95. In spite of all the change orders, Project 90-04B
~ closed at a cost of $889,826.11 or $3,784.96 above the original
- contract amount.
The net change of Order No. 4F is an addition of $1,613.56.
Council should note that authorization of final payment involves
a decrease to original contract work in the amount of $697.78.
Total change order work increased the original contract amount of
$122,876.65 to $137,344.93.
o Staff Recommendation
Staff concurs with the change order amounts and final pay
estimates as prepared by RLK Associates. Staff recommends
approval and final payment to C.S. Mccrossan, Inc.
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CHANGE ORDER NO. 68
'Associates, ltd.
9 Mainstreet Date: December 27, 1993
Hopkins, MN 55343 S.P. NO. 132-341-06
TO: C.S. McCrossan, Inc. Contract/Project No. 90-04B
7865 Jefferson Highway, Box 1240 Description: Hopkins Mainstreet
Maple Grove, MN 55369
Contract Date: July 9,1991
CONTRACT FOR: UTILITIES
YOU ARE HEREBY DIRECTED TO MAKE THE FOllOWING CHANGES TO THE ABOVE MENTIONED CONTRACT:
Unit Oty. Unit Price Total Price
ADDITIONS:
AI Martin's Hair Care Water Service
Repair Street, Sidewalk, and Curb
and G utter Repair L.S. 1.0 $2,175.52 $2,175.52
Restocking fees charged by Davies to
return unused specialty fittings LS. 1.0 $ 1,814.99 $1,814.99
Remove and dispose of the existing gas
main from 11 th Ave. to Shady Oak
Road following the installation of the
new gas main by Minnegasco
[Bill to Minnegascol L.F. 700 $1.50 $ 1,050.00
.cate Curb Stops EACH 1 $1,025.00 $ 1 ,025.00
$6,065.51
CONTRACT STATUS PER THIS CHANGE ORDER ACCEPTANCE
The time to complete the contract is ENGINEER:
_X_ Unchanged RlK~
By ~
Increased by _ Days ::t~7'
Decreased by _ Days -
The date of completion is Now Oat
Original Contract Sum $886,041.15 OWNER
CITY OF HOPKINS
Net Change by Previous
Change Order $188,474.40 By
Date
Contract Sum prior to
this Change Order $ 1,074,515.55 ASSIST ANT DISTRICT ENGINEER
_X_ Addition By
Date
Deduction
CONTRACTOR'S AUTHORIZED REP.
Made by this Change Order $6,065.51 ~f:'/Siv
i Contract Sum $1,080,581.06 By
Date
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e APPLICATION FOR PAYMENT NO. 15/FINAL
PROJECT; Hopkins Mainstreet
OWN ER; City of Hopkins
OWNER'S PROJECT NO. 90-04B
ENGINEER'S PROJECT /I 91011
CONTRACTOR: C.S. McCrossan, Inc
P.O. Box 1240
Maple Grove, MN 55369
CONTRACT FOR: Utilities
CONTRACT DATE: July 9,1991
FOR WORK ACCOMPLISHED THROUGH THE DATE OF: December 30, 1993
STATEMENT OF WORK
ORIGINAL CONTRACT AMOUNT $886,041.15 WORK TO DATE $889,826.11
NET CHANGE ORDERS 194,539.91 % of WORK PERFORMED TO DATE 82.35%
CURRENT CONTRACT AMOUNT $1,080,581.06 AMOUNT RETAINED ( 0 %) $0.00
. SUBTOTAL $889,826.11
PREVIOUS
PA YMENTS RECOMMENDED $823,610.52
AMOUNT DUE THIS PAYMENT $66,215.59
CONTRACTOR'S CERTIFICATION:
The undersigned Contractor certifies that (1] all previous payments received from Owner on account of work done under the
Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection
with Work covered by prior Applications for Payment numbered 1 through 14 inclusive; and (2) title to all materials and
equipment incorporated in said work or otherwise listed in or covered by this Application for Payment will pass to Owner
at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond
acceptable to Owner.
C.S. McCrossan, Inc.
Contractor
Date: J- 2- :)- '1'/ By; Jf<I~
ENGINEER'S Recommendation;
This Application {with accompanying documentationl meets the requirements of the Contract Documents and payment
of the AMOUNT DUE THIS APPLlCA TIQN is recommended.
CITY OF HOPKINS
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Date: I /t.5/94-
MAINSTREET RECONSTRUCTION APPLlCA TION FOR PAYMENT NO. 151FINAL December 30. 1993
. UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSATING
CONTRACT ITEM UNIT PRICE UlY. AMOUNT UlY. AMOUNT AMOUNT
City PrOjllct No. 90.048
200 Mobilization L.S. 5,000.00 1.00 $5,000.00 1.00 $5.000.00 $0.00
201 Remove Sewer Pipe (storm) L.F. 8.00 316.00 2,528.00 312.00 2,496.00 (32.00)
including disposal
202 Remove Water Main L.F. 14.00 100.00 1,400.00 316.00 4,424.00 3,024.00
including disposal
203 Remove Sewer Pipe (San.) L.F. 14.00 199.00 2.786.00 67.00 938.00 (1,848.001
including disposal
204 Remove Trench Pavement L.F. 9.00 232.00 2,088.00 304.00 2.736.00 648.00
including disposal
205 Ramove Catch 8asins EACH 150.00 12.00 1,800.00 16.00 2,400.00 600.00
including disposal
206 Remove Manhole (Sanitary) EACH 400.00 4.00 1,600.00 6.00 2,400.00 800.00
including disposal
207 Salvage Gate Valve EACH 85.00 25.00 2,125.00 18.00 1,530.00 (595.00)
208 Salvage Hydrant EACH 350.00 7.00 2,450.00 12.00 4,200.00 1,750.00
209 Salvage Casting EACH 150.00 18.00 2,700.00 16.00 2.400.00 (300.00)
210 Conn. to Exist. St. Sewer EACH 300.00 2.00 600.00 6.00 1,800.00 1.200.00
211 Fill and Abandon San. EACH 200.00 2.00 400.00 2.00 400.00 0.00
. Sewer M.H.
12 Special San. Sawer Repair EACH 4,500.00 6.00 27,000.00 3.00 13,500.00 [13.500.00)
21 3 Special San. 5 ew ar, Riser EACH 5,500.00 4.00 22,000.00 2.00 11,000.00 (11,000.001
and Servi c e Rep ai r
214 Special San. Sewer Riser EACH 5,000.00 36.00 180,000.00 21.00 105,000.00 (75,000.00)
and Service Repair
215 Conn. to Exist. San. Sewer EACH 400.00 5.00 2,000.00 4.00 1.600.00 (400.001
216 Reconn. San. Sewer Svc. EACH 300.00 36.00 10.800.00 20.00 6,000.00 (4,800.001
217 1 8~x4. PVC Wye. Installed EACH 255.00 6.00 1.530.00 0.00 0.00 (1,530.001
21 B 1 B .x6. PVC Wye, Installed EACH 265.00 36.00 9.540.00 16.00 4.240.00 (5,300.00l
219 4. - 118 Bend Installed EACH 25.00 6.00 150.00 0.00 0.00 (150.001
220 6" - 1/8 Bend InstaHed EACH 25.00 36.00 900.00 36.00 900.00 0.00
221 Clean T 2~ &. 15" San. Sewer L.F. 3.15 834.00 2,627.10 848.00 2,671.20 44.10
222 Line 12" San. Sewer L.F. 149.10 171.00 25,496.10 174.00 25,943.40 447.30
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RLK ASSOCIATES, LTD. CllY PROJECT NO. 90-046 PAGE 1 chkd. by l!1a 6
. , MAINSTREET RECONSTRUCTION APPlICATION FOR PAYMENT NO. 15/RNAL
December 30. 1993
. UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSATING
CONTRACT ITEM UNIT PRICE QTY. AMOUNT QTY. AMOUNT AMOUNT
223 Line 15" San. Sewer L.F. 102.90 663.00 $88,222.70 674.00 $69,354.80 $1,131.90
224 Plug & Fill Exist. 12"
San. Sewer L.F. 9.00 658.00 5,922.00 657.00 5,913.00 (9.00)
225 Plug & Fill Exist. 10"
San_ Sewer L.F. 8.00 955.00 7.840.00 954.00 7,632.00 (8.00)
226 4" PVC San. Sewer Service
Pipe L.F. 14.00 208.00 2,912.00 20.00 2BO.00 [2,632.00)
227 6" PVC San. Sewer Service
Pipe L.F. 16.00 2,633.00 42,128.00 684.00 10,944.00 (31,184.00)
228 4" PVC San. Sewer Service
Riser L.F. 18.00 38.00 684.00 0.00 0.00 (684.00f
229 8" PVC Storm Sewer,
0.8' depth L.F. 35.00 9.00 315.00 21.50 752.50 437.50
230 8" DIP San. Sewer, 0'-8'
depth Class 52 L.f. 35.00 20.00 700.00 30.00 1,050.00 350.00
231 8" DIP San. Sewer, 8'.10'
depth Class 52 L.F. 35.00 57.00 1,995.00 10.00 350.00 (l,645.00l
2328" PVC San. Sewer, 14'.16'
depth L.F. 28.00 50.00 1.400.00 0.00 0.00 (1,400.00l
2338" PVC San. Sewer, 16'-18'
depth L.F. 29.00 50.00 1,450.00 0.00 0.00 (1,450.00)
.4 10" PVC Storm Sewer,
0'.8' depth L.F. 33.00 22.00 726.00 32.00 1,056.00 330.00
235 10" PVC San. Sewer EACH
0'-8' depth EACH 33.00 27.00 891.00 15.00 495.00 (396.00)
236 18" PVC San. Sewer,
14'-16' depth EACH 35.00 193.00 6,755.00 422.00 14,770.00 8,015.00
237 18" PVC San. Sewer,
16'-18' depth L.F. 36.00 1,133.00 40,788.00 860.00 30,960.00 (9,828.00)
238 18" PVC San. Sewer,
18'.20' depth L.F. 38.00 57.00 2,166.00 57.00 2,166.00 0.00
239 12" RCP Storm Sewer,
DES 3008 L.F. 22.00 520.00 11,440.00 628.00 13,772.00 2,332.00
240 Special Water Service
Repai r EACH 2,000.00 39.00 78,000.00 12.00 24,000.00 (54,000.00)
241 1" Corp. Stop EACH 65.00 66.00 4,290.00 37.00 2,405.00 (l,885.00l
242 1" Curb Stop & 80)( EACH 105.00 66.00 6,930.00 25.00 2,625.00 (4,305.00)
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RLK ASSOCIATES, LTD. CITY PROJECT NO. 9o.04B PAGE 2 chkd. by nW8
M'AINSTREET RECONSTRUCTION APPlICATION FOR PAYMENT NO. 15/FINAl December 30. 1993
. UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSATING
CONTRACT ITEM UNIT PRICE QTY. AMOUNT QTY. AMOUNT AMOUNT
243 Reconnect 4" Water Main EACH 600.00 1.00 $600.00 2.00 $ 1 .200.00 $600.00
244 2" Corp. Stop IlL Saddle EACH 200.00 6.00 1,200.00 7.00 1,400.00 200.00
245 2" Curb Stop & Box EACH 225.00 6.00 1,350.00 7.00 1,575.00 225.00
256 8ft Gate Valve & Box EACH 425.00 27.00 11,475.00 17.00 7,225.00 (4,250.00)
257 12" Butterfly Valve &. Box BOX 900.00 9.00 8,100.00 12.00 10,BOO.00 2,700.00
258 Hydrant w/Aux. Gata Valva EACH 2,000.00 7.00 14,000.00 11.00 22,000.00 8,000.00
259 Reconnect 1 - Water 5\1c. EACH 400.00 31.00 12,400.00 26.00 10,400.00 (2,000.00l
260 Reconnect 2" Water S\lc. EACH 400.00 6.00 2,400.00 5.00 2,000.00 (400.00)
261 Reconnect 8" Water Main EACH 600.00 24.00 14,400.00 17.00 10.200.00 (4.200.00)
262 Reconnect 8" Water Main EACH 650.00 2.00 1,300.00 1.00 650.00 (650.00l
263 18" x 12- Water Main Conn. EACH 1.200.00 1.00 1.200.00 1.00 1,200.00 0.00
264 Plug & Fill Exist. 8"
Water Mein L.F. 7.00 3,393.00 23.751.00 3,291.00 23,037.00 (714.00)
265 1" Cu. Water Service L.F. 6.25 2,287.00 14,293.75 801.00 5.006.25 (9,287.50)
266 2- Cu. Water Service L.F. 9.25 208.00 1,924.00 153.00 1,415.25 (508.751
267 4" Water Main-Ductile Iron
CI. 52 L.F. 30.00 6.00 180.00 6.00 180.00 0.00
.8 13" Water Main-Ductile Iron
Cl. 52 L.F. 23.00 425.00 9,775.00 987.00 22,701.00 12,926.00
269 12- Water Main-Ductile Iron
C1.52 L.F. 32.00 3.539.00 113,248.00 3,429.00 109,728.00 [3,520.00l
270 Water Main Ductila Iron
Fittings LB. 1.50 8.993.00 13,489.50 12.293.00 18.439.50 4,950.00
271 Construct Rectangular
Catch Basin EACH 950.00 14.00 13,300.00 22.00 20,900.00 7,600.00
272 Connect to Existing Catch
Basin or Manhole EACH 300.00 12.00 3,800.00 13.00 3,900.00 300.00
273 Repair Exist. M.H. Invert EACH 350.00 1.00 350.00 4.00 1.400.00 1,050.00
274 Construct M.H. on exist.
18" Sanitary Sewer EACH 2,000.00 1.00 2.000.00 1.00 2.000.00 0.00
275 Construct Extra Depth
M.H. o\ler 8' V.F. 185.00 48.30 8.565.50 44.00 8.140.00 [425.50)
276 Construct Extra Drop
Section over 3 feet V.F. 185.00 17.30 3,200.50 16.30 3,015.50 r185.00l
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RLK ASSOCIATES, LTD. CITY PROJECT NO. 90-04B PAGE 3 chkd. by 111 0. B
MAINSTREET RECONSTRUCTION APPLICATION FOR PAYMENT NO. 15/FINAL December 3D, 1993
UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSA TING
CONTRACT ITEM UNIT PRICE OTY. AMOUNT OTY. AMOUNT AMOUNT
277 Construct M.H., Design
C", "G" or "H" EACH 1,400.00 1.00 $1,400.00 4.00 $5,600.00 $4,200.00
278 Construct M.H. Design "1"
(0' - 8') EACH 1,400.00 3.00 4,200.00 3.00 4,200.00 0.00
279 Construct Drop M,H. Design
2" (0'-8') EACH 1,200.00 2.00 2,400.00 1.00 1,200.00 (1,200.00)
280 Reconstruct Manholes V.F. 180.00 10.00 1,800.00 0.00 0.00 (l,800.00l
281 Reconstruct Catch Basins V.F. 160.00 4.00 640.00 7.00 1,120.00 480.00
282 Casting Assemblies
(San./storm manholes) EACH 350.00 2.00 700.00 5.00 1,750.00 1,050.00
283 Casting Assemblies
(Catch Basin) EACH 350.00 4.00 1,400.00 8.00 2,800.00 1,400.00
284 Binder Stone TON 12,00 377.00 4.524.00 0.00 0.00 (4,524.00)
285 PTe-pay materiels on hand L.S. 0.00 0.00 0.00 0.00 0.00 0.00
SUBTOTAL PROJECT NO, 90-04B $886,041.15 $695,286.20 ($190,754.95)
CHANGE ORDER NO.1
8" Wet Teps EACH 1,130.00 6.00 6,780.00
Water Main Insulation S.Y. 20.00 11.00 220.00
. Remove 3/4" galvani2;ed
water service L.S. 470.00 1.00 470.00
Break into buildings EACH 400.00 3.00 t,200.00
Repair Sani tsry S ervi ce
at Mitch's Tavern L.S. 185.98 1.00 185.98
Exploratory digging for
curb stop at Hopkins
Park Plaza L.S. 822.50 1.00 822_50
Deduct 6" Gate Valve EACH 425.00 3.00 (l,275.00)
SUBTOTAL CHANGE ORDER NO.1 8,403.48
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RLK ASSOCIATES, LTD. CITY PROJECT NO. 90-048 PAGE 4 chkd. by Yna8
MAINSTREET RECONSTRUCTION APPLICATION FOR PAYMENT NO. 15/FINAl December 30, 1993
UNIT CONTRACT SCHEDULE WORK COMPlETED COMPENSATING
CONTRACT ITEM UNIT PRICE UTY. AMOUNT UTY. AMOUNT AMOUNT
CHANGE ORDER NO.2
Brea k int 0 buildings EACH 400.00 3.00 1.200.00
Relocato Curb Stops EACH 1025.00 11.00 11,275.00
Disconnect Services EACH 1025.00 8.00 8.200.00
Remov8 Hydrant Stub @
9th and Main L.S. 565.50 1.00 565.50
Provide hardware for fire
lead to Mitch's Tavern LS. 334.95 1.00 334.95
Provide hardware for fire
lead to Bud's Music L.S. 45.00 1.00 45.00
Provide hardware for fire
lead to Martin's Hair L.S. 45.00 1.00 45.00
Rem. fire lead & replace
cup hydrant stub @ 10th
and Main L.S. 727.50 1.00 727.50
Disconnect day tile and
old water @ 1010 Main LS. 742.76 1.00 742.76
Remove/replace gate valve
box EACH 240.00 1.00 240.00
SUBTOTAL CHANGE ORDER NO.2 23,375.71
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CHANGE ORDER NO.3
Freeze line for repair
to water line at 1010 LS. 534.50 1.00 534.50
Repair valve at 9th & Main L.S. 1454.75 1.00 1,454.75
Expose water service
at 8th & Main L.S. 25B.75 1.00 258.75
Expose water service at
Hopkins Village L.S. 220.25 1.00 220.25
Expose waler service at
Rudy Luther lot
(502 Mainstreetl LS. 304.00 1.00 304.00
8" Wet Tap EACH 1130.00 2.00 2,260.00
Break into buildings EACH 400.00 2.00 BOO.OO
Provide Hardware for fire
lead to 819 Mainstreet L.S. 334.95 1.00 334.95
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RLK ASSOCIATES, LTD. CITY PROJECT NO. 90-04B PAGE 5 chkd. by _
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. MAINSTREET RECONSTRUCTION APPLICATION FOR PAYMENT NO. 15/F1NAL
Oecember 30, 1993
UNIT CONTRACT SCHEOULE WORK COMPLETED COMPENSA TlNG
CONTRACT ITEM UNIT PRICE QTY. AMOUNT QTY. AMOUNT AMOUNT
CHANGE ORDER NO.3 [CONTO)
Tie rods for fire lines L.S. 2032.00 1.00 2,032.00
Disconnect service EACH 1025.00 4.00 4,100.00
Plumbing for fire leads
and service reconnects L.S. 3492.61 1.00 3.492.61
SUBTOTAL CHANGE ORDER NO.3 15,791.81
CHANGE OADER NO.4 123,075.40
CHANGE ORDER NO.5
Remove concrete slab at 17th for
watermain construction L.S. 520.00 1.00 520.00
Expose 18ft water main at Shady Oak Ro L.S. 395.00 1.00 395.00
Expose utilities at 16th to check storm
crossing L.S. 320.00 1.00 320.00
Inspection of private sanitary services L.S. 705.00 1.00 705.00
Water service work at T605, 1609
Mainstreet L.S. 1,305.00 1.00 1,305.00
Plug/sleeve existing water main at 17th L.S. 295.00 1.00 295.00
Expose water service at Car Wash L.S. 346.00 1.00 346.00
Hook up additional water service to
S urburban u sed car I at L.S. 1,782.50 1.00 1,782.50
Excavation at 13th for water connection L.S. 435.00 1.00 435_00
. Hook up Harmon Glass floor drain L.S. 77T.OO 1.00 771.00
Exploratory digging for sanitary service
to Renaissance L.S. 1,171.00 1.00 1,171.00
Additional joint for SOw RCP connection L.S. 1.600.00 1.00 1,600.00
Revised storm layout @ SW 13th L.S. 760.00 1.00 760.00
Reconnect/replace St. Joe's sanitary
service L.S. 3,500.00 1.00 3,500.00
Revised storm layout at 12th Avenue L.S. 1,000.00 T.OO 1,000.00
Lost time due to water shut off difficulty
at 14th L.S. 1,060.00 1.00 1,060.00
Lost time due to water shut off difficulty
at 15th L.S. 1,175.00 1.00 1,175.00
Lost time due to Central Park Manor
water problems L.S. 687.50 1.00 687.50
SUBTOTAL CHANGE ORDER NO.5 17,828.00
CHANGE ORDER NO.6
AI Martin's Hair Care water service,
repair street, sidewalk, and curb
and gutter repair L.S. 2,175.52 1.00 2,175.52
Restocking fees charged by Davies to
relurn unused specialty fittings L.S. 1,814.99 1.00 1,814.99
Remove and dispose of existing g8s main
from 11th A v e. to Shady Oak Road
following th8 installation of the new gas
main by Minnegasco
(Bill to MinnegascoJ L.F. 1.50 700.00 1,050_00
Relocate Curb Stops EACH 1.025.00 1.00 1,025.00
SUBTOTAL CHANGE ORDER NO.6 6,065.5t
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RLK ASSOCIATES, LTD. CITY PROJECT NO. 90-046 PAGE 6 chkd. by _
MAINSTREET RECONSTRUCTION APPLlCA TION FOR PAYMENT NO. 15/FINAL December 30. 1993
.~ UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSA TING
CONTRACT ITEM UNIT PRICE QTY. AMOUNT QTY. AMOUNT AMOUNT
SUMMARY
Subtotal Project No. 90-048 695.286.20
Change Order No. 1 8,403.48
Change Order No.2 23.375.71
Change Order No.3 15.791.81
Change Order No.4 123.075.40
Change Order No.5 17.826.00
Change Order No.6 6.065.51
TOTAL PROJECT NO. 90-048 $889.826.11
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RLK ASSOCIATES, LTD. CITY PROJECT NO. 90-048 PAGE 7 chkd. by _
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CHANGE ORDER NO. 4F
. Associates, Ltd.
Date: December 27, 1993
Hopkins, MN 55343
S.P. NO. 132-341-06
TO: C.S. McCrossan, Inc. Contract/Project No. 90-04F
7865 Jefferson Highway Description: Hopkins Mainstreet
Maple Grove,MN 55369
Contract Date: July 9, 1991
CONTRACT FOR: SIDEWALKS
YOU ARE HEREBY DIRECTED TO MAKE THE FOLLOWING CHANGES TO THE ABOVE MENTIONED CONTRACT:
Unit Qty. Unit Price Total Price
ADDITIONS:
Caulk the plaza retaining wall along
the building joint IMayor's office
building) L.S 1.0 $385.00 $385.00
Additional four feet of plaza wall
construction including brick facing
and ornamental rail L.S. 1.0 $984.16 $984.16
Installation of custom engraved name
pavers at 9th Ave. Plaza L.S. 1.0 $672.50 $672.50
SUBTOTAL ADDITIONS:
eDITS: $2.041.66
Backcharge to C.S.McCrossan for
for repair of damaged tree
receptacles L.S. 1.0 ($428.101 ($428.10)
SUBTOTAL CREDITS: i$428.10)
TOTAL $1,613.56
CONTRACT STATUS PER THIS CHANGE ORDER ACCEPTANCE
The time to complete the contract is ENGINEER:
x Unchanged :~K~~
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Increased by _ Days ~~~~
Decreased by _ Days
The date of completion is Now
Original Contract Sum $122,376.65 OWNER
CITY OF HOPKINS
Net Change by Previous
Change Order $13,552.50 By
Date
Contract Sum prior to
_hiS Change Order $136,429.15 ASSISTANT DISTRICT ENGINEER
_x_Addition By
Date
Deduction
CONTRACTOR'S AUTHORIZED REP.
Made by this Change Order $1,613.56 -g;t 0/:- ( ~
New Contract Sum $138,042.71 By
Date ~
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. A??UCA T10N FOR PAYMENT NO.1 O/FINAL
PROJECT; Hopkins Mainstreet
OWNER: City of Hopkins
OWNER'S PROJECT NO. 90-04F
ENGINEER'S PROJECT # 91011
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CONTRACTOR: C.S. McCrossan, Inc
P.O. Box 1240
Maple Grove, MN 55369
CONTRACT FOR: Utilities
CONTRACT DATE: July 9,1991
FOR WORK ACCOMPLISHED THROUGH THE DATE OF: December 27, 1993
STATEMENT OF WORK
ORIGINAL CONTRACT AMOUNT $122,876.65 WORK TO DATE $137,344.93
NET CHANGE ORDERS 15,166.06 % of WORK PERFORMED TO DATE 99.49%
,RRENT CONTRACT AMOUNT $138,042.71 AMOUNT REf AINED ( 0 %1 $0.00
SUBTOTAL $137,344.93
PREVIOUS
PA YMENTS RECOMMENDED $127,935.15
AMOUNT DUE THIS PAYMENT $9,409.78
CONTRACTOR'S CERTIFICATION:
The undersigned Contractor certifies that (1 J all previous payments received from Owner on account of work done under the
Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection
with Work covered by prior Applications for Payment numbered 1 through 9 inclusive; and (2) title to all materials and
equipment incorporated in said work or otherwise listed in or covered by this Application for Payment will pass to Owner
at time of payment free and clear of all liens, claims, security interests and encumbrances lexcept such as covered by Bond
acceptable to Owner.
C.S. McCrossan, Inc.
'/Zf7 /94- Contractor
Date: By: J-h(~
, ,
ENGINEER'S Recommendation:
This Application Iwith accompanying documentation] meets the requirements of the Contract Documents and payment
of the AMOUNT DUE THIS APPLICATION is recommended.
CITY OF HOPKINS
,~ t-J.-
Date. I / ZS/ :91-
" ",_.. ,-- --....,....
MAINSTREET RECONSTRUCTION APPLlCA TION FOR PAYMENT NO. 1O/FINAL December 30, 1993
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UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSATING
ITEM CONTRACT ITEM UNIT PRICE QTY. AMOUNT QTY. AMOUNT AMOUNT
PROJECT NO. 90-04F
PLAZA AND PLANTINGS
600 Mobilization L.S. 1,000.00 1.00 $1,000.00 1.00 $1,000.00 $0.00
601 Remove Bituminous Pavement S.Y. 3.00 450.00 , ,350.00 598.00 1,794.00 444.00
602 Subgrade prep. for
walks/plaza S.Y. 1.00 435.00 435.00 334.00 334.00 (101.001
603 Agg. Base placed (under
pavers), Class 5 TON 35.00 15.00 525.00 15.00 525.00 0.00
604 Fine Filter Aggregate
MnDOT 3149 (C.V.) S.F. 0.10 3,184.00 318.40 3,184.00 318.40 0.00
(under pavers)
605 Precast conc. pavers S.F. 4.50 3,184.00 14,328.00 3,184.00 14,328.00 0.00
606 Paver Angle Edging (F&l) L.F. 3.50 30.00 105.00 30.00 105.00 0.00
607 4" Concrete Walk S.F. 1.88 800.00 1,504.00 950.00 1,786.00 282.00
608 Bituminous Curb (6W) L.F. 6.00 100.00 600.00 45.00 270.00 (330.001
609 Roof Drain Pipe EACH 400.00 1.00 400.00 1.00 400.00 0.00
.10 Structural conc.
retaining walls L.S. 50,000.00 1.00 50,000.00 1.00 50,000.00 0.00
611 Brick Facing L.S. 7,000.00 1.00 7,000.00 1.00 7,000.00 0.00
612 Ornamental Steel Fence L.S. 3,200.00 1.00 3,200.00 1.00 3,200.00 0.00
613 Irrigation System L.S. 12,500.00 1.00 12,500.00 1.00 12,500.00 0.00
614 Bench Installation EACH 300.00 1.00 300.00 1.00 300.00 0.00
615 Timber Edgers L.F. 5.00 592.00 2,960.00 180.00 900.00 (2,060.00)
616 Select Granular Bedding
(C.V.) in planters C.Y. 10.50 85.00 B92.50 85.00 B92.50 0.00
617 Select Topsoil Borrow
(F&l inplaceJ C.Y. 10.50 97.00 1,018.50 90.00 945.00 (73.50)
618 Greenspire Linden
2 1/2" BB TREE 210.00 20.00 4.200.00 19.00 3,990.00 (210.00)
619 Summit Green Ash
2 1/2" B8 TREE 210.00 19.00 3,990.00 19.00 3,990.00 0.00
620 Hackberry, 2 1/2" 88 TREE 210.00 20.00 4,200.00 19.00 3,990.00 (210.001
621 Common White Ash
2 1/2" 88. TREE 210.00 24.00 5,040.00 24.00 5,040.00 0.00
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RLK ASSOCIA TES, LTD. CITY PROJECT NO. 90-04F PAGE 1 chkd. by ma t3
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MAINSTREET RECONSTRUCTION APPliCATION FOR PAYMENT NO. la/FINAL December 3D, 1993
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UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSATING
ITEM CONTRACT ITEM UNIT PRICE QTY. AMOUNT QTY. AMOUNT AMOUNT
622 Cleveland Norway Maple
4" BB TREE 368.00 3.00 $1,104.00 3.00 $1,104.00 $0.00
623 Dwarf Bush Honeysuckle
24~ Pot SHRUB 21.00 28.00 5 B8. 00 90.00 1.890.00 1,302.00
624 Blacle Choleeberry, 18" Pot SHRUB 21.00 119.00 2.499.00 1 1 B. 00 2.478.00 (21. 00)
625 Mint Julep Juniper,
24 ~ Pot SHRUB 31.50 44.00 1,386.00 55.00 1,732.50 348.50
626 Isanti Dogwood, 30" Pot SHRUB 21.00 2.00 42.00 0.00 0.00 (42.00)
627 Techny Globe Arborvitae
30" Pot SHRUB 31.50 15.00 472.50 15.00 472.50 0.00
628 Wood Chip Mulch C.Y. 10.50 10.00 105.00 16.44 172.62 67.62
629 Red Rocle Mulch, 1/4" . 1/2"
(P1aza F&I inplace) C.Y. 10.50 56.00 588.00 47.70 500.85 [B7.15)
630 Pea Gravel Rocle Mulch
[F&l inplacel C.Y. 10.50 16.00 168.00 16.00 168.00 0.00
631 Sodding (inc!. topsoill S.Y. 1.05 55.00 57.75 50.00 52.50 (5.25)
SUBTOTAL PROJECT NO. 90-04F $122,876.55 $122,17B.87 i$697.7Bf
. CHANGE ORDER NO.1
Remove concrete wall L.S. 246B.00 1.00 2,46B.00
Construct clocle tower
footi ng L.S. 5250.00 1.00 5,250.00
TOTAL CHANGE ORDER NO.1 $7,718.00
CHANGE ORDER NO.2
Furnish and install X-Mas
tree footing L.S. 1685.00 1.00 1,685.00
Reroute roof drain pipe L.S. 1600.00 1.00 1,600.00
Temporary bit. pavement L.S. 14B6.50 1.00 1,4B6.50
TOTAL CHANGE ORDER NO.2 $4,771.50
CHANGE ORDER NO.3
1 Install planter drain in P1aza L.S. 255.50 1.00 255.50
2 Install plaque stand in P1aza L.S. 245.00 1.00 245.00
3 Overtime - paver crew during Clocle
tower installation L.S. 582.50 1.00 582.50
TOTAL CHANGE ORDER NO.3 $ 1,063.00
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RLK ASSOCIA TES, LTD. CITY PROJECT NO. 90-04F PAGE 2 chled. by yr'Jar3
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MAINSTREET RECONSTRUCTION APPLICATION FOR PAYMENT NO. 10/FINAL December 3D, 1993
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UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSATING
ITEM CONTRACT ITEM UNIT PRICE QTY. AMOUNT QTY. AMOUNT AMOUNT
CHANGE ORDER NO.4
ADDITIONS:
1 Caulk the plazs retaining wall along the
building joint (Mayor's office building L.S. 385.00 1.00 385.00
2 Additionsl four feet of plaza wall
construction includinq brick facing
and ornaments rail L.S. 984.16 1.00 984.16
3 Installation of custom engraved name
pavers at 9th Ave. P1aze L.S. 672.50 1.00 672.50
CREDITS:
, 8ackcharge to C.S.McCrossan for repair
of dameged tree receptacles L.S. ($428.10j 1.00 [428.10)
TOTAL CHANGE ORDER NO.4 $1,613.56
TOTAL PROJECT NO. 90-04F $137,344.93
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RLK ASSOCIATES, LTD. CITY PROJECT NO. 90-04F PAGE 3 chkd. by moB