CR 94-13 CO #5 Knollwood Street Reconstruction
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January 12, 1994 0 P K \ ~ Council Report 94-13
APPROVE CHANGE ORDER NO. 5
AUTHORIZE FINAL PAYMENT
KNOLLWOOD STREET RECONSTROCTION
Proposed Action.
Staff recommends adoption of the following motion: Move that
Council authorize Chanqe Order No. 5 and the Final Payment
Application as they concern the Knollwood street Reconstruction
Project.
Overview.
council in previous action has approved four other change orders
that have arisen chiefly because of poor subgrade soils at the
Knollwood site. The consultant engineer advises this request
represents final extra work on the project.
Primary Issues to consider.
o What is the justification for a change order?
All the work items listed represent design changes in the
. field as recommended by staff or the consultant. The items
are not necessarily related to poor subsoil conditions but
are prompted by extraordinary circumstances in final
restoration of the site.
o What are the costs?
The net change of this order 1S an addition of $11,800.18.
Council should note that the contractor agreed to liquidate
damages for the sum of $7,500.00.
Council should also note that authorization of final payment
involves a net increase to original contract work in the
amount of $54,725.65. This is in addition to the change
order work.
o Staff recommendation:
staff concurs with the change order amount and the final pay
estimate as prepared by RLK Associates. Council approval
will close this project.
supportinq Information
o Change Order No. 5
o Final Payment Application
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. mes Gessele
Engineering Superintendent
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CHANGE ORDER NO.5
RLK Associates, ltd.
922 Mainstreet
Hopkins, MN 55343 Date: October 15,1993
TO: Widmer, Inc. Project No. & Dese.
P.O_ Box 219 90-01
S1. Bonifaeius, MN 55375 Knollwood Neighborhood
Contract Date: June 10, 1992
CONTRACT FOR: UTILITIES AND ROADWAY
---------------------------------------~----------------~---------------------
You are hereby directed to make the following changes to the above mentioned contract:
ADDITIONS:
Unit Qty. Unit Price Total Price
1. Metal adjusting rings for MH's EACH 23.00 85.00 1,955.00
2. Install area drains at Stien Property L.S. 1.00 2,442.05 2,442.05 .
3_ Pave turn-around at end of Edgemore L.S. 1.00 700.00 700.00
Per Vern Pankratz
4. Remove & Reconstruct 30' of Engle L.S. 1.00 1,044.50 1,044.50
. Driveway for garbage truck turn around
5. Construct Grouted Lannon Stone Walk S.F. 9.00 486.00 4,374.00
6. Relocate clothes poles at Stein property L.S. 1.00 103.50 103.50
due to storm sewer extension
7. Re-grading 122 Wilshire to Control Drainage L.S. 1.00 966.00 966.00
through swale 122 Wilshire including sod
8. Repair planting bed behind curb at L.S. 1.00 113.85 113.85
805 Park Terrace including rock
9. Additional Plantings, edger, fabric, to L.S. 1.00 277.73 277.73
continue hedge past hydrant
10. Labor to replace gate at 240 Bridle L.S. 1.00 69.00 69.00
due to construction
11. Labor to install street signs in bases L.S. 1.00 557.29 657.29
provided by City
12. Equipment time to place matenal around L.S. 1.00 1,950.00 1,950.00
Hanson Pond per agreement WIth City
13. Additional cost for high early concrete used L.S. 1.00 292.50 292.50
to expedite access to driveways
by properW 0 wners
14. Remove and replace curb at top of Hilltop L,F. 75.00 20.00 1.500.00
Lane to improve drainage off back yard areas
15. V6 Curb along driveway, remove and replac L.S. 1.00 1,365.00 1,365.00
16. Remove driveway curb at 705 Valley L.F. 69.00 4.00 276.00
17. Extra CL 5 for driveways to replace TON 154.56 8.50 1,313.76
Extra Thick Concrete
Subtotal Additions 1 9 , 300. 1 8
. DEDUCTIONS;
DEDUCT Liquidated Damages L.S. 1.00 7,500.00 (7,500.00)
Subtotal Deductions (7,500.00)
TOTAL CHANGE ORDER 11,800.18
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_c_o!JI!l~fI ~I ~ I'::!~ t'~R_ If:.!I~ _C.!1!,-_N5l~ _O_R.pE~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J~.C_C_Ef'I ~~C2s. _ _ _ _ _ _ _ _ _ __
ENGINEER:
The time to complete the contract is RLK ASSOCIATES, L TO.
I X I Unchanged ~:" (ifjfjflq~
I I Increased by Days ~~t~~
I I Decreased by Days
The date of completion IS Now OWNER:
CITY OF HOPKINS
Original Contract Sum $661,435.50 By
Date
Net Change Order
By PrevIous Change Orders $182,268.53
CO:eR j, ' .
Contract Sum
Prior to this Change Order $843,704.03 BJ n: L--r
I X I Addition Date /,;;c - ;J. C - 0/"3
. I I Deduction
Made by this change order $11,800.18
New Contract Sum $855,504.21
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APPLlCA TION FOR PAYMENT NO_ 7 & FINAL
.JECT: Knollwood Residential Improvements
OWNER: City of Hopkins
OWNER'S PROJECT NO. 90-01
ENGINEER'S PROJECT # 91033
CONTRACTOR: Widmer Construction Company
P.O. Box 219
St. Bonifaclus, MN 55375
CONTRACT FOR: Sanitary Sewer, Water Main, Storm Sewer, Concrete Curb and Gutter and Streets
CONTRACT DATE: June 10, 1992
FOR WORK ACCOMPLISHED THROUGH THE DATE OF: October 15, 1993
$T A TEMENT OF WORK
ORIGINAL CONTRACT AMOUNT $661,435.50 WORK TO DATE $910,229.8G
NET CHANGE ORDERS $194,068.71
CURRENT CONTRACT AMOUNT $855,504.21 AMOUNT RETAINED { 0 %) $0.00
. SUBTOTAL $910,229.86
PREVIOUS
PA YMENTS RECOMMENDED $828,866.73
AMOUNT DUE THIS PAYMENT $81,363.13
CONTRACTOR'S CERTIFICATION:
The undersigned Contractor certifies that 11) 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 tor Payment numbered 1 through 6 inclusive; and [21 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.
Widmer Construction
Date: I,:; - dO -9'3 ~ ~t"""
By. ~ ~
ENGINEER'S Recommendation:
This Application Iwith accompanYing documentationl meets the requirements of the Contract Documents and payment
of the AMOUNT DUE THIS APPLICATION is recommended.
CITY OF HOPKINS RLK Associates, Ltd.
~ t...~ Engineer
By:
Da. I / 1/ /94- By:
Date:
APPLICATION FOR PAYMENT NO 7 1 1Ij<J.l
.M CONTRACT UNIT SCHEDULE WORK COMPlETED COMPENSATING
CONTRACT ITEM UNIT QTY. PHICE AMOUNT QTY. AMOUNT AMOUNT
SCHEDULE I. SANITARY SEWER
CIll' PROJECT NO. 90-01
1 Maintenance of Sanitary Sewer Service L.S. 1.00 2,500.00 2,500.00 1.00 2,500.00 0.00
2 Remove Sanitary Sewer Pipe L.F. 1,653.00 1.00 1,653.00 1,699.00 1,699.00 46.00
including disposal
J Remove Sanitary Manhole
",eluding disposal EACH 5.00 100.00 500.00 7.00 700.00 200.00
4 Manhole Wall Repair V.F. 16.00 100.00 1,500.00 10.00 1,000.00 (500.0Oi
5 Connect to Existing Sanitary
Sewer Main EACH 17.00 125.00 2,125.00 21.00 2,625.00 500.00
6 Reconnect Sanitary Sewer Service EACH 10.00 11 0.00 1,100.00 18.00 1,980.00 880.00
7 Sanitary Sewer Spot Repair EACH 6.00 2.400.00 14,400.00 6.00 14.400.00 0.00
8 Manhole Invert Repair EAeH 9.00 225.00 2,025.00 13.00 2,925.00 90000
3 Plug & Fill Exisr. B" Sanirary Sewer L.F. 190.00 200 3BOOO 215.00 43 0.00 5000
10 8" x 4" PVC Wye. Ins rail ell EACH 10.00 3200 320.00 200 64.00 (256 JOl
11 4" - li8 Bends EACH 10.00 6.00 60.00 6.00 36.00 124.001
12 4" PVC Sanitary Sewer Service Pipe L.F. 212.00 12.00 2,544.00 26.00 312.00 (2,232.001
13 4" PVC Sanitary Sewer Riser L.F. 16.00 15.00 240.00 0.00 0.00 (240.001
.: 8" PVC Sanitary Sewer, 0'-8' depth L.F. 726.00 16.00 11,618.00 759.00 12,144.00 528.00
8" PVC Sanitary Sewer, 8'-10' depth L.F. 474.00 16.00 7,584.00 490.00 7,840.00 256.00
16 8" pve Sanitary Sewer, 10'-12' depth L.F. 287.00 1800 5,166.00 438.00 7,884.00 2,71800
17 B" pve Sanitary Sewer, 12',14' depth L.F. 328.00 20.00 6.560.00 223.00 4.460.00 12.100.001
18 8" pve Sanitary Sewer. 14'-16' depth L.F. 10.00 25.00 250.00 0.00 0.00 1250.001
19 8" pve Sanitary Sewer, 18'-20' depth L.F. 10.00 30.00 300.00 0.00 0.00 1300 001
20 C onsuuct Standard Manhole Design
1" 10'-8') EACH 6.00 1,100.00 6,600.00 8.00 8,800.00 2.200.00
21 Construct Extra Depth Manhole V.F. 8.00 100.00 800.00 9.00 900.00 100.00
22 Casting Assemblies ISanltary Manholesl EACH 3.00 200.00 600.00 6.00 1,200.00 600.00
23 Stabilization Rock TON 450.00 12.50 5,625.00 721.71 9,021.38 3,396.38
24 16" Steel Casing Pipe, Jacked L.F. 110.00 11 5.00 12,650.00 1 10.00 12,650.00 0.00
TOTAL SCHEDULE I. SANITARY SEWER 87.198.00 93.570.38 6.372.38
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PROJECT NO. 90-01 SUMMMARY PAGE 1 chkd. by
APPLICATION FOR PAYMENT NO.7 1; 10/94
.M CONTRACT UNIT SCHEDULE WORK COMPlETED COMPENSATING
CONTRACT ITEM UNIT QTY. PflICE AMOUNT QTY. AMOUNT AMOUNT
SCHEDULE II. WATER MAIN
CITY PROJECT NO. 90-01
1 Remove watermain inc!. disposal L.F. 108.00 3.00 318.00 124.00 372.00 5400
2 Plug & Fill Existing 5" watermain L.F. 1,1B7.00 1.00 1.187.00 370.00 370.00 1817.001
3 Salvage Hydrant EACH 1.00 250.00 250.00 1.00 250.00 0.00
4 Salvage Gate Valve EACH 5.00 50.00 300.00 2.00 100.00 1200.001
5 Relocate Hydrant EACH 3.00 500.00 1,800.00 0.00 0.00 \ 1.800.001
6 6" x 6" Wet Tap & Valve EACH 2.00 1,200.00 2,400.00 4.00 4,800.00 2,400.00
7 1" Corp. Stop EACH 9.00 60.00 540.00 8.00 480.00 (60.00)
8 1" Curb Stop & Box EACH 9.00 140.00 1,260.00 8.00 1,12000 \140.00)
9 Relocate Existing Curb Box EACH 14.00 300.00 4.200.00 11.00 3.300.00 \900.00)
10 Adjust Existing Curb Box EACH 1500 25.00 375.00 36.00 900.00 525.00
11 6" Gate Value & Box New EACH 13.00 400.00 5,200.00 11.00 4,400.00 1800001
12 Cut in and install 6" gate valve & box EACH 2.00 1,200.00 2,400.00 4.00 4,800.00 2.40000
13 Hydrant with auxiliary gate valve EACH 2.00 1,650.00 3,300.00 2.00 3,300.00 0.00
14 Hydrant without valve EACH 3.00 1,300.00 3,900.00 3.00 3.900.00 0.00
15 Reconnect 1" water service EACH 9.00 215.00 1 ,935.00 8.00 1.720.00 (215.00)
- Reconnect an water main EACH 10.00 500.00 5,000.00 6.00 3,000.00 12.000.001
1 7 O,sconnect abandoned water servIce EACH 10.00 200.00 2.000,00 9.00 1,800 00 1200 001
18 1" Copper Water Service EACH 230.00 8.00 1 ,84000 191.00 1,528.00 1312.001
19 6" Water Main-Ductile Iron C ,. 52 L.F. 1,520.00 17.50 26,600.00 1,619.00 28,332.50 1,732.50
20 4" H.D. Polystyrene Insulation L,F. 40.00 6.00 240.00 16.00 96.00 1144.00)
21 Water Main Ductile Iron Fittings
L.B. 1,875.00 2.40 4,500.00 1,665.00 3,996.00 {504.00)
22 Stabilization Rock TON 150.00 12.50 1,875.00 278.87 3.485.88 1,610.88
TOTAL SCHEDULE II. WATER MAIN 71,420.00 72,050.38 630.38
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PROJECT NO, 90,01 SUMMMARY PAGE 2 chkd. by _
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APPLlCA TION FOR PA YMENT NO.7 1,10i94
.M CONTRACT UNIT SCHEDULE WORK COMPlETED COMPENSATING
CONTRACT ITEM UNIT OTY. PRICE AMOUNT OTY. AMOUNT AMOUNT
SCHEDULE III " STORM SEWER
CITY PROJECT NO. 90-01
1 Remove 8" to 12" Sewer Pipe (Storm. L.F. 216.00 3.00 648.00 590.00 1,770.00 1.122.00
2 Remove Catch Basins including disposal EACH 4,00 210.00 840.00 4.00 840,00 0.00
J Common Channel Excavation (Pond & Ditch) CY 1,000.00 5.00 5,000.00 500.00 2.500,00 (2,500.001
,t 12" C.M. Pipe Culvert L.F. 7.00 20.00 140.00 7,00 140.00 0.00
5 Salvage 24" RCP Apron EACH 1.00 150.00 150.00 2.00 300.00 150.00
6 Connect to Existing Storm Sewer EACH 1.00 250.00 250.00 1.00 250.00 0.00
7 Connect to Exist Private Drain System EACH 3.00 100.00 300.00 6.00 600.00 300.00
8 12" C.M. Pipe Apron with Trash Guard EACH 1.00 300.00 300.00 1.00 300.00 0.00
9 12" RCP Apron wi Trash Guard EACH 7.00 490.00 3,430.00 7.00 3,430.00 0.00
11] 15" RCP Apron wi Trash Guard EACH 2.00 570.00 1.140.00 2.00 1,140.00 0,00
11 18" RCP Apron wi Trash Guard EACH 1.00 640.00 640.00 1 00 640,00 0.00
12 Install 24" RCP Apron wi Trash Guard EACH 1.00 925.00 925.00 1.00 925.00 0.00
13 6" PVC Pipe Drain L.F. 63.00 12.00 756.00 169.00 2.028.00 1.272.00
14 12" RCP Storm Sewer Design 3006. Class V L.F. 805.00 20.00 16,100.00 788.00 15,760.00 {340.00)
. 15" RCP Storm Sewer Design 3006, Class III L.F. 1,015.00 23.00 23.345.00 979.00 22,517.00 (828.00l
18" RCP Storm Sewer Design 3006, Class III L.F. 11.00 29.00 319.00 10.00 290.00 129.00)
17 24" RCP Storm Sewer Design 3006, Class III L.F. 145.00 32.00 4,640.00 110.00 3,520.00 11.120.00)
18 6" Ductile Iron Pipe. Cl.52 L.F. 20.00 25.00 500,00 18.00 450.00 150.001
19 12" Ductile Iron Pipe, Cl.52 L.F. 12.00 30.00 360.00 86.00 2,580.00 2.220.00
20 4" H.D. PolystYrene Insulation S.F. 30.00 6.00 180.00 136.00 816.00 636.00
21 Construct Rectangular CB Manhole Design E. EACH 2.00 300.00 600.00 1.00 300.00 (300.001
22 Connect to Existing C.B. or Manhole EACH 5.00 300.00 1,500.00 6.00 1,800.00 300.00
2:3 Construct Manhole, Design C EACH 3.00 600.00 1.800.00 4.00 2,400_00 600.00
24 Construction Catch Basin Design A EACH 13.00 400.00 5,200.00 13.00 5.200.00 0.00
25 Construct CB Manholes Design B EACH 6.00 400.00 2.400.00 2.00 800.00 (1,600.00)
26 Construct CB Manholes Design C EACH 6.00 600.00 3.600.00 9.00 5,400.00 1,800.00
27 Construct CB Manholes Design D EACH 7.00 1,100.00 7,700.00 8.00 8,800.00 1.100.00
28 Casting Assemblies (Storm Manholesl EACH 4.00 175.00 700.00 2.00 350.00 (350.001
29 Casting Assemblies (catch baslnl EACH 400 300.00 1,20000 3.00 900.00 '300001
30 Random Riprap Class II C.Y. 23.00 30.00 690.00 38.00 1,140.00 450.00
31 Stabilization Rock TON 200.00 12.50 2,500.00 151.22 1.890.25 1609.751
TOTAL SCHEDULE Ill, STORM SEWER 87,853.00 89.776.25 1.923.25
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PROJECT NO. 90-01 SUMMMARY PAGE 3 chkd, by
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APPLlCA TION FOR PA YMENT NO 7 1 0 .-eJ<l
eM CONTRACT UNIT SCHEDULE WORK COMPlETED C OMPENSA TIN G
CONTRACT ITEM UNIT QTY. PRICE AMOUNT QTY. AMOUNT AMOUNT
SCHEDULE IV - STREET CONSTRUCTION
CITY PROJECT NO. 90-01
1 MobIlization Including Field Office, Type D L.S. 1.00 1,000.00 1,000.00 1.00 1,000.00 0.00
2 Clearing TREE 15.00 150.00 2.250.00 25.00 3,900.00 1,650.00
J Grubbing TREE 15.00 100.00 1,500.00 2300 2,300.00 800.00
.1 ProtecHve Snow Fence L.F. 335.00 2.00 670.00 637 00 1,274.00 604 00
5 Remove Concrete Sidewalk S.F. 270.00 0.25 67.50 309 ao 7725 9 75
6 Temporary Removal. Sprinkler Heads
on right-at-way EACH 35.00 10.00 350.00 25.00 250.00 l100.001
7 Remove and Salvage Rock Rataining Wall S.Y. 40.00 5.00 200.00 30.00 150.00 (50.001
8 Remove Concrete Driveway Pavement S.Y. 75.00 1.80 135.00 608.00 1.094.40 959.40
3 Reconstruct Existing M. H./C .8. V.F. 6.00 150.00 900.00 12.00 1,800.00 900.00
10 Renlove 8~turn!nous Pavement S.Y. 16.223.00 1.30 21,089.90 16.099.00 20,928 70 1161 20)
11 Transplant 2"-4" Tree EACH 1.00 150.00 150.00 0.00 0.00 1150.00)
12 Transplant 4".6" Tree EACH 1.00 150.00 150.00 0.00 0.00 1150.00)
13 Sawing Concrete Sidewalk L.F. 25.00 2.00 50.00 0.00 0.00 150.00)
14 Sawing Concrete Pavement L.F. 100.00 2.25 225.00 70.00 157.50 {57.50l
. Sawing Bituminous Pavement L.F. 1,137.00 1.00 1,137.00 715.00 715.00 (422.001
15 Common Excavation C.Y. 5,370.00 4.75 25,507.50 5,370.00 25,507.50 000
17 Subgrade Excavation C.Y. 5,520.00 4.95 27.324.00 5,520.00 27,324.00 0.00
18 Select Granular Borrow {CV) C.Y. 1,870.00 6.50 12,155.00 1,776.00 11,544.00 (611 001
19 Topsoil Borrow (LV) C.Y. 1,300.00 6.50 8,450.00 2.124.00 13,806.00 5,356.00
20 Subgrade Preparation S.Y. 18,679.00 0.35 6,537.65 17,285.00 6,049.75 1487.901
21 6" Aggregate Base Placed,
cl"5 100% Crushed S.Y. 17,650.00 2.50 44.125.00 25,000.00 62,500.00 18,375.00
22 BituminOus Base Course Type 31,
Placed 2" Thick S.Y. 13,984.00 245 34,250.80 13,750.00 33,687 50 1573.301
23 Bituminous Wear Course Type 41.
Placed 1 1/2" Thick S.Y. 13,984.00 2.05 28,667.20 13,750.00 28,187.50 (479.70)
24 Bituminous Driveway Wear Course Type 41
Placed 3 112" Thick S.Y. 756.00 13.60 10,281.50 1 .999.00 27,186.40 16,904.80
25 Bituminous Tack Coat GAL 1,044.00 1.70 1.774.80 1,000.00 1,700.00 174801
211 Construct Lannon ~hmestoneJ
Stone Retaining Wall S.F. 150.00 10.00 1,500.00 251.00 2,510.00 1.010.00
27 Adjust Valve Box - Water EACH 7.00 100.00 700.00 7.00 700.00 0.00
28 Adjust Existing Hydrant EACH 3.00 350.00 1,050.00 11.00 3,850.00 '2,800.00
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PROJECT NO. 90-01 SUMMMARY PAGE 4 chkd. by
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APPLICATION FOR PAYMENT NO.7 110icJ-j
. CONTRACT UNIT SCHEDULE WORl<. COMPUTED COMPENSA T1NG
CONTRACT ITEM UNIT OTY. PRICE AMOUNT OTY. AMOUNT AMOUNT
29 Adjust Existing Frame and Ring Castings EACH 19.00 150.00 2.850.00 19.00 2,850.00 0.00
30 Colored Concrete Curb Mountable L.F. 13,455.00 7.40 99,567.00 12,767,00 94,475.80 (5,091.20)
31 Colored Concrete Curb, 8-612
(Hilltop Lane Onlyl L.F. 473.00 7.60 3,594.80 384.00 2,918.40 (676.40)
32 4" Concrete Walk SF 200.00 2.00 400.00 309.00 618.00 218.00
33 6" Concrete Driveway Pavement S.Y. 250.00 25.00 6,250.00 398,00 9,950.00 3.700.00
34 Traffic Control L.S. 1.00 3.000.00 3,000.00 100 3.000.00 0.00
35 Bale Check EACH 80.00 6.00 480.00 77.00 462.00 118.001
36 Silt Fence, Heavy Duty l.F. 4,326.00 2.50 10,815.00 3,851.00 9,627.50 11,187501
37 Roadside Seeding ACRE 0.50 500.00 250.00 0.50 250.00 0.00
38 Seed Mixture 500 L.B. 25.00 6.00 150.00 25.00 150.00 0.00
39 Cultured Sod S.Y. 14,000.00 1.35 18,900.00 16.805.00 22,686.75 3.785.75
40 Mulch Material, Type I TON 1.00 420.00 420.00 0.00 0.00 1420.00)
41 Cummercial Fertilizer, 102020 L.B. 175.00 0.45 78.75 100.00 45.00 133.75)
TOTAL SCHEDULE IV, STREET CONSTRUCTION 378,963.50 425,232.95 45,269.45
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PROJECT NO. 90-01 SUMMMARY PAGE 5 chkd. by -
APPLICATION FOR PAYMENT NO.7 1 1 O~)4
eM CONTRACT UNIT SCHEDULE WORK COMPLETED COMPENSA TlNG
CONTRACT ITEM UNIT QTY. PRICE AMOUNT QTY. AMOUNT AMOUNT
SCHEDULE V - LANDSCAPING
CITY PROJECT NO. 90-01
A Pin Oak Quercus paulustris
3,5" eal. B&B EACH 7.00 347.00 2,429.00 7.00 2,429.00 0.00
B Maple Red Aeer rubrum
2,0" eal. B&B EACH a.oo 222.00 1,776.00 8.00 1.776.00 0.00
C Syline Honeyloeust, Gleditisa tnaeanthos
Ine,mes, 2.0" eal. B&B EACH 4.00 182.00 728.00 4.00 728.00 000
0 Red Splendor Crabapple, Malus spp.
1.5" eal. B&B EACH 5.00 145.00 725.00 5.00 725.00 0.00
E Amur Maple. clump, Acer ginnela
1.5" eal. 8&8 EACH 7.00 157.00 1,099.00 7.00 1.099.00 0.00
F Douglas Fir, Pseudolsuga menziesii
8' ht. 8&B EACH 3.00 242.00 726.00 3.00 726.00 0.00
G Black Hills Spruce, Picea glauca densara
8' ht. B&B EACH 4.00 242.00 968.00 4.00 968.00 0.00
H Black Hills Spruce, Pieea glauea densata
6' hI. B&B EACH 6.00 182.00 1.092.00 8.00 1,486.00 364.00
I Common lilac, Syringa vulgaris
36" ht. B&B EACH 20.00 41.00 820.00 21.00 861.00 41.00
J Common lilac, Syringa vulgaris
24" hI. Pot EACH 40.00 21.00 840.00 40.00 B40.00 0.00
. Cotoneaster, Cotoneaster acutifolia
30" ht. Pot EACH 50.00 21.00 1,050.00 50.00 1,050.00 0.00
L Is anti Dogwood, Carnus stolonifera "Isanti"
24" hI. Pot EACH 45.00 21.00 945.00 45.00 945.00 0.00
M High Bush Cranberry, Viburnum trilobum
24" ht. Pot EACH 32.00 21.00 672.00 33.00 693.00 21.00
N Bndal Wreath Spirea. Spirea x vanhouttei
24" ht. Pot EACH 54.00 21.00 1,134.00 54.00 1,134.00 0.00
0 Goldflame Spirea, Spirea japoniea bumalda
18" hr. Pot EACH 20.00 21.00 420.00 24.00 504 00 84.00
P Hosta, Royal Standard Host" sp.
1 gal. Pot EACH 30.00 11.00 330.00 40.00 440.00 110.00
Land~c..pe Materi/ll~
Black poly edger e.g. Valley VIew 5" L.F. 500.00 1.55 775.00 654.00 1,323.70 548.70
Shredded hardwood mulch S.Y. 200.00 2.50 500.00 360.00 900.00 400.00
Landscape FabriC S.Y. 150.00 1.00 150.00 320.00 320.00 170.00
TOTAL SCHEDULE V - LANDSCAPING 17.179.00 18.917.70 1.738.70
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PROJECT NO 90-01 SUMMMARY PAGE 6 chkd b', -
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APPLJCA TION FOR PA YMENT NO.7 1: 11/94
eM CONTRACT UNIT SCHEDULE WORK COMPlETED COMPENSATING
CONTRACT ITEM UNIT OTY. PRICE AMOUNT OTY. AMOUNT AMOUNT
SCHEDULE VI . ALTERNATE ITEMS
CITY PROJECT NO. 90-01
1 4" Perfor>ned T. P. Pipe Dra.n L.F. '.745.00 4.50 7,852.50 2,750.00 , 2,375.00 4,522.50
2 4" P.E. Inspection Tee V.F. 60.00 50.00 3,000.00 9.00 450.00 (2,550.001
3 Remove Sanitary Service Pipe L.F. 100.00 8.00 800.00 0.00 0.00 1800.001
<\ Remove Water Service Pipe L.F. 150.00 13.00 900.00 0.00 0.00 1900001
5 4 PVC Sanitary Sewer Service Pipe L.F. 100.00 12.00 1,200.00 0.00 0.00 11,200.00)
5 1" Copper Water Service L.F. 150.00 12.00 1,800.00 0.00 0.00 n,800.00)
7 Reconnect Sanitery Sewer Service EACH 6.00 150.00 900.00 0.00 0.00 (900.00)
8 Reconnect 1" Water Service EACH 6.00 1 00.00 600.00 0.00 0.00 (600.00l
9 1" Curb Stop and Box EACH 6.00 1 50.00 900.00 0.00 0.00 (900.001
10 Remove Sprinkler Pipe L.F. 300.00 1.00 30000 226.00 225.00 04 001
11 Poly Pipe 1 114" L.F. 300.00 0.55 165.00 0.00 0.00 \165001
12 Connector Tee EACH 20.00 1.50 30.00 0.00 0.00 (30.001
13 Sprinkler Head Taro 570 or equivalent EACH 25.00 37.00 925.00 0.00 000 1925.001
14 PCV Valve Box 6" Diameter EACH 3.00 10.00 30.00 0.00 0.00 (30.00)
. Topsoil Borrow ILV) C.Y. 86.00 8.50 559.00 0.00 0.00 1559.00)
Cultured Sod S.Y. 550.00 1.35 742.50 0.00 0.00 1742.50)
17 Remove Steel Gas Pipe L.F. 5,313.00 1.50 7,969.50 2,375.00 3,562.50 (4,40700)
Subtotal Items 1 and 2, Perforated Dra.ns 10.852.50 12,825.00 1,972.50
TOTAL SCHEDULE VI. ALTERNATE ITEMS 1.2 & 17 18,822.00 16,613.50 (2,208.50)
CHANGE ORDER NO.1
Trench 8ackfill Sand TON 9.70 2.977.37 28.880.49
Subgrade Stabilization Rock TON 12.50 1.273.86 15,923.25
Relocate Hydrant at Cottage Downs EACH 1.500.00 1.00 1.500.00
TOTAL CHANGE ORDER NO.1 46,303.74
CHANGE ORDER NO.2
ADDITIONS
Trench Backfill Sand TON 9.70 1,460.36 14,165.49
Over Depth Hydrant Relocation EACH 6.00 900.00 5.400.00
24" Steel Casing Jacked L.F 135.00 147.00 19.845.00
8" , 6" PVC Wye EACH 8500 18.00 1.530.00
13" PVC Service Pipe L.F. 1600 158.00 2.528.00
6" PVC Bend EACH 32.00 38.00 1,216.00
Select Granular Borrow, Mod. (eVI C.Y. 8.10 1,500.00 12,150.00
Geotextile Fabric S.Y. 1.80 18,679.00 33,622.20
Subtotal Additions 90,456.69
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PROJECT NO. 90-01 SUMMMARY PAGE 7 chkl1. bv
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APPLlCA110N FOR PAYMENT NO.7 1 10i94
CONTRACT UNIT SCHEDULE WORK COMPLETED COMPENSATING
VI CONTRACT ITEM UNIT QTY. PflIC E AMOUNT QTY. AMOUNT AMOUNT
CHANGE ORDER NO.2 (continued)
DEDUCTIONS
6" Water Main D.I.P. - Class 52 L.F. 17.50 1553.00) (9.677.50l
16" Steel Casing - Jacked L.F. 115.00 {110.00) (12.650.00)
Subtotal Deductions {22.327.50l
TOTAL CHANGE ORDER NO.2 68.129.19
CHANGE ORDER NO.3
ADDITIONS
Trench Backfill Sand TON 9.70 1,447.35 14,039.30
Common Excavation CX 5.25 1,300.00 6,825.00
Haul - Back & re-stacking charges, L.S. 780.00 1.00 780.00
6" 0.1. P. Water Main
Remove brick pillars EACH 150.00 11.00 1,850.00
Select Granular Borrow, Mod. (CV)' C.Y. 8.10 1,00000 8,100.00
6" Aggregate Base. CI. 5 S.Y. 2.55 25,000.00 63,750.00
12" PVC Slorm Pipe L.F. 2000 100.00 2,000.00
Special Pond Excavation CY 7.35 2.80000 20,580.00
Subtotal Additions 117.724.30
DEDUCTIONS
6" Aggregate Base, CI. 5 S.Y. 2.50 25,000.00 (52,500.001
Subtotal Deductions (62,500.001
. TOTAL CHANGE ORDER NO.3 55.224.30
CHANGE ORDER NO.4
ADDITIONS
Common Excavation C.Y. 5.25 284.00 1,491.00
Subgrade Excavation C.Y. 4.95 1.310.00 6,484.50
6" Aggregate Base, CI. 5 S.Y. 2.55 1.736.00 4,426.80
Red Rock for Driveway Repair TON 10.45 20.00 209.00
TOTAL CHANGE ORDER NO.4 12.611.30
CHANGE ORDER NO.5
ADDITIONS
1. Metal adjusting rings for MH's EACH 85.00 23.00 1,955.00
2. Install area drains at Stien Property L. S. 2,442.05 1 00 2,442.05
3. Pave turn-around at end of Edgemore L.S. 700.00 1.00 700.00
Per Vern Pankratz
4. Remove & Reconstruct 30' of Engle L.S. 1,044.50 1.00 1,044.50
Driveway for garbage truck turn around
5. Construct Grouted Common Stone Walk S.F. 486.00 9.00 4,374.00
6. Relocate clothes poles at Stein property L.S. 103.50 1 00 103.50
due [0 storm Sewer extension
7. Re-gradlng 122 Wilshire to Control Drainage L.S. 966.00 1 00 966.00
through swale 122 Wilshire including sod
8. Repair planting bed behind curb at L.S. 113.85 1 00 113.85
805 Park Terrace including rock
9. Additional Plantings, edger, fabric, to L.S. 277.7'3 , .00 277.7'3
continue hedge past hydrant
10. Labor to replace gate at 240 Bridle L.S. 69.00 1.00 89.00
due to construction
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PROJECT NO. 90-01 SUMMMARY PAGE 8 chkd by
APPLICATION FOR PAYMENT NO.7 1/1 0/94
.M CONTRACT UNIT SCHEDULE WORK COMPLETED COMPENSATING
CONTRACT ITEM UNIT QTY. PRICE AMOUNT QTY. AMOUNT AMOUNT
CHANGE ORDER NO.5 {continued}
11. labor to install street signs in bases L.S. 557.29 1.00 557.29
provided bV CitV
12. Equipment t.me to place matenal around L.S. 1.950.00 1.00 1,950.00
Hanson Pond per agreement with City
13. Additional cOst for high early concrete used L.S. 292.50 1.00 292.50
to expedite access to driveways
by property owners
14. Remove and replace curb at top of Hilltop L.F. 20.00 75.00 1,500.00
Lane to improve drainage off back yard areas
15. V5 Curb along driveway, remove and replace L.S. 1,365.00 1.00 1,365.00
16. Remove driveway curb at 705 Valley L.F. 4.00 69.00 276.00
17. Extra CL5 for driveways to replaG" TON a.50 154.56 1,313.76
extra thick Goncrete
Subtotal Additions 19,300.18
DEDUCTIONS
DEDUCT liqUidated Damages L.S. 7,500.00 1.00 (7,500.00l
Subtotal Deductions (7,500.00f
TOTAL CHANGE ORDER NO.5 11,800.18
SUMMARY:
SCHEDULE I: SANITARY SEWER 93,570.38
SCHEDULE II - WA TERMAIN 72,050.38
SCHEDULE III - STORM SEWER 89,776.25
. SCHEDULE IV . STREET CONSTRUCTION 425,232.95
SCHEDULE V - LANDSCAPING 18,917.70
SCHEDULE VI - AL TERNA TE ITEMS 16,613.50
CHANGE ORDER NO.1 46,303.74
CHANGE ORDER NO.2 58,129.19
CHANGE ORDER NO.3 55,224.30
CHANGE ORDER NO.4 12,611,30
CHANGE ORDER NO.5 11,800.18
910,229.B6
TOTAL
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PROJECT NO. 90-01 SUMMMARY PAGE 9 chkd. bV -