HomeMy WebLinkAbout6.i. Partial Payment #6 – Connemara Trail Extension, City Project 431 � RQSEMO�� EXECUTIVE SUMMARY
CITY COUNCIL
City Council Meeting: June 19, 2012
AGENDA ITEM: Partial Payment #6 — Connemara Trail AGENDA SECTION:
Extension, City Project 431 Consent
PREPARED BY: Andrew J. Brotzler, PE, Director of u lic AGENDA NO. �.� ,
Works / City Engineer
ATTACHIVIENTS: Partial Payment#6 APPROVED BY:
RECOMMENDED ACTION: Motion to Approve Partial Payment#6 for the Connemara
Trail Extension, City Project 431.
BACKGROUND:
Attached for Council considerarion is Partial Payment#6 fox the Connemara Trail Extension, City Project
431.
This pay voucher also includes Work OYder 1 foY Minor Extra Work,which is negoriated compensation to
upsize the watermain from 12-inch to 16-inch from the Bloomfield neighborhoods to the first future
intersection east of Auburn Avenue.
Work Order 1 results in a net increase of$21,132.50 (0.9 % of the original contract amount) for a revised
contract amount of$2,362,816.01. Work Orders included in Construction Pay Voucher No. 6 have been
approved by MnDOT Estimating.
SUMMARY:
Staff recommends Council approval of Partial Payment #6 for the Connemara Trail Extension, City
Project 431.
G:\ENGPROJ\431\ZOL0619 CC Paxtial Payment 6.doc�
- Owner: City of Rosemount Date: 617I2012
2875145th Street West
W�� Rosemount,MN 55068-4941
For Period: 5/1/2012 to 5I31/2012 Request No.: 6
Contractor: Minger Construction,Inc.
�_ 2471 Galpin Court
dc Associales,Inc. Chanhassen,MN 55317
Pey Voucher
RSMT-Connemara Trail Improvements
Client Contract No.:
Project No.:01916-18
Client Project No.:431
Protect Summarv
1 Original Contract Amount 52,341,883.51
2 Contract Changes-Addition $21,132.sU
3 Contra�t Changes-Deduction s0.00
4 Revised Contract Amount �2,362,816.01
5 Value Completed to Date ;1,902,458.35
6 Material on Hand $0.00
7 Amount Eamed �1,902,458.35
8 Less Retainage 5% $95,122.92
9 Subtotal $1,807,335.43
10 Less Amount Paid Previously $1,670,849.19
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO.6 5138,686.24
TFi{S tS TO CERTIFY THAT THE ITEMS OF WORK SHOWN iN THIS CERTIFICATE OF PARTIAL PAYMENT HAVE BEEN
ACTUALLY FIN�SHED FOR THE WORK COMPRISING THE ABOVE MENTIONED PROJECTS IN ACCORDANCE WITH
THE SPECIFICATIONS FiERETOFORE APPROVED.
R om nded f val by: Construction Observer:
W B 8 s t nc
��C�s�ec.
Approved by Contractor: Approved by Owner:
Minger struction,1 , City of Rosemount
Specif�d Cantract Completion Date: Dale:
6/30/2012
Comment:
Page 1
Project Material Status
Item Item Description Unils Unil Price Contract Ouantity to Currenl Amount lo
No. Quantity Dale Quantity aate
SCHEDULE A•SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION(5°h MAXIMUM) LUMP SUM $104,000.00 1 1 0 5104,000,00
2 2101.502 CLEARING TREE $265.00 3 3 0 i795.00
3 2101.507 GRUBBING TREE $265.00 3 3 0 5795.00
4 2104.501 REMOVE FENCE LIN FT $2.45 800 590 0 51,445.50
5 2104.501 REMOVE CURB AND GUITER lIN FT 35.90 60 Er0 50 5295.00
B 2104.503 REMOVE CONCRETE WALK SQ FT 51.15 350 0 0 50.00
7 2104.503 REMOVE BITUMINOUS WALK SQ FT E2.35 80 0 0 56.00
8 2104.503 REMOVE CONCRETE MEDIAN SQ FT 511.80 30 U 0 $0,00
9 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 53.50 150 187 180 558�.50
10 2104.509 REMOVE PERMANENT BARR�ADE EACH $28.40 3 3 0 579.20
11 2104.511 SAYYING CONCRETE PAVEMENT(FULL DEPTH) LIN Ff 511.80 20 0 0 i0.00
12 2704.513 SAWING BITUMINOUS PAVEMENT(PULL DEPTH) LIN FT 53.50 150 110.5 48 5388.75
13 2104.523 SALVAGE PERMANENT BARRICADE EACH $21.00 6 0 0 50.00
14 2105.501 COMMON EXCAVATION(P) CU YD 52.50 32700 30440 0 576,100•00
15 2105.607 SUBGRADE EXCAVATION(P) CU YD Z2.50 7400 7400 0 i18,500.00
16 2105.515 UNCLASSIFIED EXCAVATION CU YD 54.05 45D0 8240 0 t33,210.00
77 2105.521 GRANULAR BORROVY(CV) CU YD 50.01 13500 3069 0 530.89
18 2105.522 SELECT GRANUtAR BORROW(CV)(P) CU YD SS.15 13700 13700 4280 5111,655.00
19 2105.526 TOPSOIL BORROW(LV) CU YD $18.80 100 0 0 50.00
20 2105.801 MINOR GRADING 1 LUMP SUM 52,450.00 1 0 0 i0.00
21 2112.501 3UBGRADE PREPARATION ROAO 3TA 3332.00 27.� 5.2 0 51,728.4Q
22 2123.610 STREET SWEEPER(WITH PICKUP BROOM) HOUR 5145.00 40 2 � Z290.00
23 2130.601 WATER M GALLONS $28.10 100 0 0 50.00
24 2211.501 AGGREGATE BA3E CLAS3 S TON $73.80 9300 8133.43 8242.78 5112,241.33
25 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 53.15 1900 330 0 Z1,039,50
28 2380.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $52.06 4300 430 0 522,381.50
27 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C)TON $54.95 2150 450 0 524,727.50
28 2621.501 4"CONCRETE WALK SQ FT 52-55 4800 0 0 50.00
29 2521.511 2"BITUMINOUS WAIK SQ FT $1.10 41200 0 0 50.00
30 2531.501 CONCRETE CURB R GUTTER DESIGN B418 lIN FT $9.00 880 838,5 0 57.546.50
31 2531.501 CONCRETE CURB&GUTTER DESIGN B818 LIN FT $9.25 bB50 5726.5 4648 552.970.13
32 2531.802 CONCRETE I�DIAN NOSE DESIGN 7109 EACH E316.55 1 1 0 5318.55
33 2531.818 TRUNCATED DOMES SQ FT 529.5b 152 0 0 50.00
34 2545.523 4'NON-METALLIC CONDUIT LIN FT $7.80 250 810 0 i6,158.00
35 2554.602 PERMANENT BARRICADES(TYPE Iil) EACH 5150.00 10 0 0 50.00
36 2563.601 TRAFFIC CONTROL LUMP SUM $1,740.00 1 0.75 0 51,305.00
37 2564.531 SIGN PANELS TYPE C SQ FT 529.� 159.25 0 0 i0.00
38 2573.502 SILT FENCE,TYPE HEAVY DUTY LIN FT $1.80 8050 8948 0 511.116.80
39 2573.602 INLET PROTECTI�t EACH 5106.00 36 17 0 51,785.00
40 2573.602 TEMPORARY ROCK COI�TRUCTIOPI ENTRANCE EACH 5855.00 2 2 0 51,710.00
41 2575.501 SEEDMlG ACRE $133.00 7.8 10.37 1.55 51,399.95
42 2575.502 SEED MIXTURE 280 POUND S1•SU 390 550 0 5825.00
43 2b75.502 SEED AMXTURE 310 POUND 514.85 40 30 30 5445.50
44 2575.502 3EED MIXTURE 340 POUND 53.85 130 118 118 5454.30
45 2575.505 SODDiNG,TYPE LAWN(INCL.TOPSOIL d FERT.) SQ YD 52.55 1100 0 0 50.00
48 2575.511 MUICH AAATERIAL TYPE 1 TON $215.00 10 12.45 0 52.878.75
47 2575.523 EROSION CONTROI BLANKETS CATEGORY i SQ YD 50.80 2b00 0 0 5�.�
48 2575.523 EROSI�1 CONTROL Bf.ANKETS CATEGORY 3 SQ YD 50.90 10500 7500 750p i8,000.�
49 2575.532 FERTILIYER TYPE 7 POUND 50.40 1100 575 300 5230.00
50 2582.501 PAVEMENT MES8AGE(LEFT ARROW)PAINT EACH 553.00 6 0 0 SO•00
Page 2
Ifem Item Description Units Unit Price Co�trect Quantily lo Current Amount to
No. Quan6ly Date Quantily Date
51 2582.501 PAVEMENT MESSAGE(RIGHT ARROW�PAIMT EACH $53.00 2 0 0 $0.00
52 2582.501 PAVEMENT MESSAGE(LEFT ARROW)EPDXY EACH $130.00 6 0 0 50.00
53 2582.501 PAVEMENT MESSAGE(RIGHT ARROW)EPDXY EACH 5130.00 2 0 0 $0.00
54 2582.502 4"SOLIp LlNE WHITE-PAINT LIN FT $0.07 56� 0 0 $0.00
55 2592.502 4'SOI.ID LINE YELLOWPAINT LIN FT 50.15 230 0 0 $0.00
56 2582.502 24'SOLID LINE YELLOW-PAINT LIN FT 50.80 440 0 0 $0.00
57 2582.502 4"DOUBLE SOLIp LINE YELLOW-PAINT LIN FT 50.30 2400 0 0 50.00
58 2582.502 4"SOLID LIPfE WHITE-EPDXY LIN FT 50.25 5600 0 0 50.00
59 2582.502 4"SOLID LINE YELLOW-EPDXY LIN FT 50.30 230 0 0 50.00
60 2582.502 4"DOUBLE SOLID LiNE YELLOW-EPDXY LIN FT 50.55 2400 0 0 50.00
81 2582.502 24"SOLID LINE YELLOW-EPDXY LIN FT 55.30 440 0 0 ;0.00
Totals For Seoiion SCHEOULE A-SURFACE IMPROVEMENTS: $805,220.35
SCHEDULE B•SANITARY SEWER IMPROVEMENTS
82 2104.509 RENpVE MANHOLE EACH 35,500.00 1 1 0 55,500.�
63 2451.609 GRANULAR FOUNOATION ANO/OR BEDOING TON =30.60 10 0 0 50.00
84 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM 516,000.00 1 1 0 $18,000.00
65 2503.802 COI�IECT TO EXISTING SANITARY SEWER EACH 52.000.00 3 3 0 SB,000.00
66 2503.603 TELEVISE SANITARY SEWER LIN FT i5.00 182 182 0 i810.00
67 2503.803 8"PVC PIPE SEWER-SDR 26 LIN FT 335.00 162 182 0 55,670.00
68 2503.541 30'RC PIPE SEWER DESKiN 3a06 CLA3S III LIN FT S2aQ•00 20 11 0 f2,200•�
69 2506.bt8 CASTING ASSEMBLY EACH $650.00 4 2 0 Z1,300.�
70 2508.603 CON3T 48"DIA SAN SEWER MANHOLE LIN FT 5160.00 29.71 33.88 0 55,433.80
71 2508.8d3 CONST 72"DIA SAN SEWER MANHOLE LIN FT 5486.OU 17.33 8.83 0 Z4,282.55
Totals For Section SCHEDULE B-SANITARY SEWER IMPROVEMENTS: s49,198.15
SCHEOULE C-WATER MAIN IMPROYlMENTS
72 2104.501 REMOVE WATER MAIN UN FT 58.85 20 0 0 50.00
73 2104.523 SALVAGE HYDRANT�VALVE EACH 5730•0p 1 1 0 5730.00
74 2504.602 INSTALL SALVAGED HYDRANT,GATE VALVE,AND BOX EACH a1,100.00 1 1 0 51,700.00
75 2504.802 HYDRANT EACH 53,510.00 5 5 0 517.550.00
76 ' 2504,602 8"GATE VALVE AND BOX EACH 51.140.00 5 5 0 E5,700.00
77 2504.602 B"GATE VALVE AND BOX EACH 51,545.00 3 3 0 Z4,835.00
78 2504.802 1Y GATE VALVE AI�BOX EACH 52,600.00 7 8 0 515,800.00
79 2504.602 CONNECT TO EXISTINO WATER MAIN EACH $860.00 2 2 0 51,720.00
80 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $28.80 106 108 0 Z3,088.80
81 2504.603 8"WATER NWIN-DUCT IRON CL 52 L1N FT a34.3Q 202 208 0 57,134.40
82 2504.603 12"WATER MA{N-DUCT IRON Cl 52 UN FT 548.75 2905 2711 0 $132,161.25
83 2504.6�4"POLYSTYRENE INSULATION SQ YD 530.00 40 1.8 0 554.00
84 2504.BU8 DUCTIIE IRON FITTINGS POUND 52.85 1�00 4740 0 512.581.00
Totels For Sedion SCHEDULE C-WATER MAIN IMPROVEMENTS: 5202,034.45
SCHEDULE D-STORM BEWER IMPROVEMENT8
85 2501.515 18"RC PIPE APRON EACH 5830.00 1 1 0 3930.00
86 2501.515 24"RC PIPE APRON EACH j1,055.W 3 3 0 $3,185.00
87 2501.515 30"RC PIPE APRON EACH $1,250.00 1 1 0 $1.250,00
88 2501.802 48"RC PIPE APRON W/PILINCa EACH 55,955.00 2 2 0 511.910.00
89 2501.802 TRASH CiUARD FOR 18"PIPE APRON EACH 5240.00 7 1 0 Sz40.00
90 2501.602 TRASH GUARD FOR 24"PiPE APRON EACH Z575.00 3 3 0 51.545.00
91 2501.802 TRASH GUARD FOR 30"PIPE APRON EACH 5770.W 1 1 0 i770.00
92 2507.602 TRASH GUARD FOR 48"PIPE APRON EACH 51,450.00 2 2 0 52,900.00
93 2502.541 4"PERF PVC PIPE DWUW LIN FT 514.80 100 100 0 $1,480.00
94 2503.541 15"RC PIPE SEWER DESIGN 3008 CLASS V LIN FT 528,4� 836 812 0 521,438.80
Page 3
Item Item Description Units Unil Price Conlracl Quantity lo Current Amount lo
No. Quantily Dale Quantity Date
95 2503.541 16"RC PIPE SEWER DESIGN 3006 CLASS ill LIN FT S28•10 418 441 0 $12,392.10
96 2503.541 21"RC PIPE 3EWER DESIGN 3006 CLASS III LIN FT 531.25 406 406 0 $12,687.50
97 2503.541 24"RC PIPE SEWER OESIGN 3006 CLASS III LIN Ff 332.75 297 271 0 $8,875.25
98 2503.541 30"RC PIPE SE4VER DESIGN 3006 CLASS III LIN FT 544.00 1287 1295 0 $56,980.00
99 2503.541 33"RC PIPE SEWER DESIGN 3U08 CLASS NI LIN FT $49.40 82 B2 0 $4,050.80
100 2503.541 36'RC PIPE SEWER DESIGN 3006 CLASS III LIN Ff S59•00 548 542 0 Z31,878.00
101 2503.541 42"RC PIPE SEWER DES�GN 3006 CLASS III LIN FT 575.00 490 490 0 538,750.00
102 2503.541 48"RC PIPE SEWER DESIGN 3008 CLASS III LIN FT $90.00 212 198 0 517,820.00
103 2503.602 CONSTRUCT BULKHEAD EACH 5390.00 5 4 0 57,560.00
104 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN Ff 5224.00 57.63 46.91 0 =10,b07.84
105 2506.501 CONS7RUCT DRAINAGE STRUCTURE DESIGN 54-4020 LIN FT 5256.60 73.81 11.37 0 $2,917.54
106 2508.501 CONSTRUCT ORAINA(3E 3TRUCTURE DESIC3N 80-4020 LIN FT E272.40 37.28 34.67 0 59,444.11
107 2506.50f CONSTRUCT DRAlNAGE STRUCTURE DESIGN 66-4020 LIN FT $279.80 38.26 2B.84 0 i7,448.54
708 2506.5U1 CONSTRUCT DRAINAGE STRUCTURE DESI(3N 72-4020 LIN FT 5323.70 24.48 18.83 0 Sg.�.97
108 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT 5475.55 18.94 14.14 0 E6.724.28
110 2506.501 CONSTRUCT DRNNAGE STRUCTURE DESIC3N 96-4020 UN FT $515.80 23.64 25 0 i12,895.00
111 2508.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 51,055.00 2 2 0 ;2,710.00
112 2506.516 CASTING ASSFMBLY EACH i475.00 23 21 18 59,975.00
113 2508.602 CONSTRUCT DR/UNAGE STRUCTURE OESIGN SPECIAL 1 EACH E7,020.00 10 10 0 510.200.00
114 2508.802 CONSTRUCT DRAINAGE STRUCTURE DESIGN 3PECIAL 2 EACH E8,400.00 1 1 0 58,400.00
115 2fi06.602 CON3TRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 EACH 570,330.00 1 1 0 570,330.00
116 2506.802 CONSTRt1CT DRAINAGE STRUCTURE DESIGN SPECIAL 4 EACH 514,500.00 1 1 0 574,500.00
117 2511.501 RANOOM RIPRAP CLA33 IV CU YD 582.50 118 140 0 512.850.00
118 2671.601 RANDOM RIPRAP CLASS IV-GROUTED CU YD 3137.45 64 188 0 $22,818.70
11B 2511.515 GEOTEXTILE FiLTER fABRIC TYPE IV SQ YD 51.20 175 387 0 5484.40
Tolals For Sectfon SCHEDULE D-3TORM SEWER IMPROVEMENTS: S3T8,467.83
SCHEDULE E-TRUNK STORM 8EWER NIAPROVEMENTB
720 2451.609(3RANULAR FOUNDATION ANO/OR BEDDING TON 530.60 10 0 0 30.00
121 2503.541 48'RC PIPE SEWER DE31GN 3008 CLASS V LIN FT Y210.� 693 653 0 $137,130.00
122 2503.541 54"RC PIPE SEWER DE31GN 3008 CUSS V LIN FT 5220.00 897 �7 0 $197,340.�
123 2503.541 54'RC PIPE SEWER OESIGN 3006 SPECIAL LIN Ff ;1,060.� 272 272 0 3288,320.00
124 2503.602 CONSTRUCT BULKHEAO EACH 5530.00 2 2 0 51.080.00
125 2508.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $139.10 75 57.81 0 57,983.66
128 2506.501 CONSTRUCT ORAINAGE STRUCTURE DESiGN 84-4020 LIN FT 5442.55 45.61 51.81 0 522,928.62
727 2508.501 CONSTRUCT DRAINAGE STRUCTURE OE31GN 108�020 LIN Ff 51.00 50.01 19.99 0 i19.99
128 2506.518 CASTING ASSEMBLY EACH 5525.00 5 5 0 52,825.00
Totals For Saction 3CHEDULE E-TRUNK STORM SEWER IMPROVEMENT3: 5657.407.07
Backaheatl
129 2105.605 ERODIBLE ACRE WITHHOLDIMG ACRE (53,000.00) 0 3 0 (59,000.00)
7otals Fw Backsheat 1: ($9,0OO.OD)
Work Order i
130 2504.602 18"GATE VALVE AND BOX EACH 57,350.00 7 1 1 57,350.00
131 2504.803 16'WATER MAIN-DUCT�RON CL 52 LIN FT 574,50 185 165 185 ;73,782.50
Totala For Work Orcier 1: $21,132.50
ProjeclTolals: 51,902,458.35
Page 4
Project Payment Status
Owner:City of Rosemount
Client Project No.:431
Client Contract No.:
Project No.:01916-18
Contractor:Minger Construction, inc.
Contract Ch
No. Type Date Description Amount
BK1 Backsheet 8/31/2011 Erodible Acres Back Sheet $0.00
W01 Work Order 6N2/2012 Watermain Upsizing $21,132.50
ChangeOrderTotals: $21,132.50
Pa ment Summa
No. From To Date Payment Total Retainage Total Totai Work Total Work
Date Payment Per Retainage Payment+ Certified Per Certified
Payment Retainage Payment
1 S!1/2011 8/31/2Q11 $138,392.96 $138,392.96 $7,283.84 $7,283.84 $145,676.80 �145,676.80 a145,676.80
2 9/1/2011 9/30/2011 $618,027.80 $756,420.76 $32,527.78 $39,811.62 $796,232.38 �650,555.58 5796,232.38
3 10/1/2011 10/31/2011 $482,531.79 $1,238,952,55 $25,396.41 $65,208.03 $1,304,160,58 $451,260.02 $1,247,492.40
4 11/1/2011 11/30/2011 $119,783.83 $1,358,736.38 $350.62$65,558.fi5 $1,424,295.03 $63,680.fi9 $1,311,173.09
5 12/1/2011 4/30/2012 $311,812.81 $1,670,649.19 $19,513.72 $85,072.37 $1,755,721.56 $390,274.21 $1,70'1,447.30
6 5/1/2012 5/31/2012 $136,686.24 $1,807,335.43 $10,050.55 $95,122.92 $1,902,458,35 $201,011.05 $1,902,458.35
PaymentTotals: $1,807,335.43 $95,122.92 $1,902,458.35 $1,902,458.35
Proiect Summarv
Material On Hand: $0.00
Total Payment to Date: s1,807,335.43 Origlnal Contract: 52,341,883.51
Total Retalnage: a95,122.92 Contract Changes: 521,132.50
Total Amount Earned: 51,902,458.35 Revised Contract: 52,362,816.01
Page 5
STATE AID FOR LOCAL TRANSPORTATION June 2008
WORK ORDER FOR MINOR EXTRA WORK Page 1 of2
City/County of Rosemount_ Work Order No. 1
FEDERAL PROJECT NO. STATE AI�PROJECT N0. LOCAL PROJECT N0. CONTRACT NO.
208-104-006 431
CONTRACTOR NAME ADDRESS CITY STATE ZIP
Minger Construction,Inc. 2471 Galpin Courl,Suite 110, Chanhassen MN 55317
P.O.Box 236
LOCATION OF WORK: TOTAL WORK ORDER AMOUNT
Connemara Trail,Rosemount MN $21,132.50
In accordance with the terms of this Contract, you are hereby autho�ized and instructed
to perForm the work as altered by the following provisions.
This project consists of a newly constructed urban roadway with utilities connecting
Akron Avenue with the existing Connemara Trail.
The City of Rosemount decided to continue from the existing 16"water main to the first
intersection rather than reducing the pipe size prior to the intersection. All wark for this
item will be funded with local funds and constructed in accordance with the applicable
specifications.
The contractor shall provide all equipment, material and labor to construct the 16"water
main as determined by the Project Engineer.
This work is not expected to become, or affect the Controlling operation. Contract time
will not be altered as a result of this work except as provided in Mn/DOT Specification
1806.
Cost Breakdown
Group/
*Fund Unit
Cat. ltem No. Description Unit Price uanti Amount
2 2504.602 16"Gate Va4ve&Box Each $7,350 1 $7,350
2 2504.603 16"Water Main-Duct Iron CI 52 L.F. $74.50 185 $13,782.50
*Group/Funding ategory is quired for federal projects,
Approved by Approved by
Project �
Engineer: Contractor:
Print Name: �,����� Print Name: �,,.,���. ��
Date: Phone: ��-�ZZ� Date: �6 Phone: �5�.-3��'!1 80
Original to Project Engineer; Copy to Contractor
STATE AID FOR LOCAL TRANSPORTATION June 2008
WORK ORDER FOR MINOR EXTRA WORK Pa9e2 otz
O {< f�9n;DOT Estimat�ng fES L5!09112
Once contract has been fully executed,forward a copy to DSAE for funding review:
7he State of Minnesota is not a parficipant in this contract,signing by the District State Aid
Engineer is for FUND{NG PURPOSES ONLY. Reviewed for compliance with State and Federat
Ald RulestPolicy. Eligibility does not guarantee funds wiil be ava(lable.
This project is eligible for: _ Federal Funding _ State Aid Funding _ Local funds
Dis#rict State Aid En ineer: Date: