4.3.A. SR 10-21-2013 �i
EOty lk Request for Action
River
To Item Number
Mayor and City Council 4.3a
Agenda Section Meeting Date Prepared by
Consent October 21, 2013 Justin Fe rite, P.E. City Engineer
Item Description Reviewed by
Natures Edge Business Center Final Pay Estimate Cal Portner, City Administrator
Reviewed by
Action Requested
Approve by motion the final payment for Natures Edge Business Center
Background/Discussion
Itemized below is the final payment for the Natures Edge Business Center Improvement project. I have
reviewed this pay estimate and find it to be accurate and in accordance with the contract documents.
The contractor has also submitted all final lien waivers and the consent of surety. Staff recommends the
approval of the attached estimate.
Financial Impact
PROJECT PAY EST. # CONTRACTOR AMOUNT
Natures Edge Business Center Final Burschville Construction,Inc. $21,682.66
The original bid for the project was $1,082,515.88. The final construction cost is $1,084,133.08,
$1,617.20 or 0.1% above the bid amount for the project.
Attachments
■ Pay Estimate
p 0 W I R I I a
ATURE
FINAL ESTIMATE CITY OF ELK RIVER Owner
Natures Edge Business Center-Phase 1
September 11, 2013
Honorable Mayor&City Council
City of Elk River
13065 Orono Parkway
P.O. Box 490
Elk River, MN 55330
RE: Natures Edge Business Center- Phase 1
Contractor: Burschville Construction, Inc.
Contract Amount: $1,082,515.88
Award Date:June 20, 2012
Dear Honorable Mayor and Council Members:
The following work has been completed on the above-referenced project by Burschville Construction, Inc.
Bid Schedule"A"-Street Construction
ITEM I ESTIMATED CONTRACT CONTRACT USED TO
NO, SPEC. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION
1 2101.501 CLEARING 1.6 ACRE $2,000.00 $ 3,200.00 1.8 $ 3,600.00
2 2101.506 GRUBBING 1.6 ACRE $2,000.00 $ 3,200.00 1.8 $ 3,600.00
3 2104.501 REMOVE CURB 152 LIN FT $4.00 $ 608.00 157.5 $ 630.00
4 2104.503 REMOVE CONCRETE PAVEMENT 72 So FT $4.00 $ 288.00 85.25 $ 341.00
5 2104.505 REMOVE BITUMINOUS PAVEMENT 2 SO YD $100.00 $ 200.00 0 $
6 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) 110 LIN FT $4.00 $ 440.00 95 $ 380.00
7 2104.601 LANDSCAPE RELOCATION 1 LUMP SUM $2,000.00 $ 2,000.00 1 $ 2,000.00
8 2105.501 COMMON EXCAVATION(EV)(P) 91,218 CU YD $2.07 $ 188,821.26 91,218 $ 188,821.26
9 2211.501 AGGREGATE BASE CLASS 5(CV)(P) 3,315 CU YD $22.001 $ 72,930.00 3,315 $ 72,930.00
10 2232.501 MILL BITUMINOUS SURFACE(2") 49 So YD $11.00 $ 539.00 9 $ 99.00
11 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 489 GALLONS $3.10 $ 1,515.90 400 $ 1,240.00
12 1 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(3,B)2.0"THICK 9,770 So YD $6.75 $ 65,947.50 9,333 $ 62,997.75
13 2360.501 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,B)2.5'THICK 9,770 So YD $8.50 $ 83,045.00 9,333 $ 79 330.50
14 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE(2,B)2.5'THICK 1,700 So YD $9,60 $ 16,320.00 1,656 $ 15,897.60
15 2511.501 RANDOM RIPRAP CLASS IV 33.3 CU YD $90.001$ 2,997.00 53 1 $ 4,770.00
16 2515.604 ARTICULATED BLOCK MAT CLOSED CELL TYPE 3 164 SO YD $85.00 $ 13,940.00 156.5 $ 13,302.50
17 2531.501 CONCRETE CURB&GUTTER DESIGN 8618 4,855 LIN FT $8.95 $ 43,452.25 4.891.5 $ 43,778.93
18 2531.507 8"CONCRETE DRIVEWAY PAVEMENT 288 SO FT $6.50 $ 1,872.00 307.5 $ 1,998.75
19 2531.618 TRUNCATED DOMES 88 So FT $26.00 $ 2,288.00 88 $ 2,288.00
20 2531.618 PEDESTRIAN CURB RAMP 922 SO FT $4.85 $ 4,471.70 670 $ 3,249.50
21 2535.501 BITUMINOUS CURB 302 LIN FT $7.501 $ 2,265.00 308 $ 2,310.00
22 2564.531 SIGN PANELS TYPE C 62.0 SO FT $35.25 $ 2,185.50 62 $ 2,185.50
23 2573.502 SILT FENCE,TYPE MACHINE SLICED 4,120 LIN FT $1.50 $ 6,180.00 5,953 $ 8,929.50
24 2573.530 STORM DRAIN INLET PROTECTION DEVICE 21 EACH $125.00 $ 2,625.00 17 $ 2,125.00
25 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE 1 EACH $1,000.00 $ 1,000.00 1 $ 1,000.00
26 2575.502 SEED MIXTURE 240 1,615 POUND $5.00 $ 8,075.00 1,550 $ 7,750.00
27 2575.511 MULCH MATERIAL TYPE 1 410 TON $210.001$ 9,030.00 41.85 $ 8,788.50
28 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 1,000 SO YD $1.25 $ 1,250.00 3,055 $ 3,818.75
29 2575.532 FERTILIZER TYPE 1 6,450 POUND $0.65 $ 4,192.50 6,600 $ 4,290.00
30 2575.601 EROSION CONTROL 1 LUMP SUM $1,000.00 $ 1,000.00 1 $ 1,000.00
31 2582.501 4"SOLID LINE WHITE-EPDXY 167 LIN FT $0.60 $ 100.20 0 $ -
32 2582.501 4"DOUBLE SOLID LINE YELLOW-EPDXY 11247 LIN FT $1.15 $ 1,434.05 1,215 $ 1,397.25
33 2582.503 1 CROSSWALK MARKING-EPDXY 360 SO FT $1.15 $ 414.00 126 $ 144.90
Total Bid Schedule"A" $ 547,826.86 $ 544,994.19
S:\Municipal\Aelkriver\ER301\Pay Estimates\er301pe PE-1
FINAL ESTIMATE CITY OF ELK RIVER Owner
Natures Edge Business Center-Phase.1
Bid Schedule"B"-Storm Sewer
ITEM ESTIMATED CONTRACT CONTRACT USED TO
NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION
34 2412.602 BULKHEAD 7 EACH $350.00 $ 2,450.00 7 $ 2,450.00
35 2501.515 15"RC PIPE APRON 2 EACH $600.00 $ 1,200.00 2 $ 1,200.00
36 2501.515 42"RC PIPE APRON 1 EACH $2,250.00 $ 2,250.00 1 $ 2,250.00
37 2503.511 30"CP PIPE SEWER 315 LIN FT $52.40 $ 16,506.00 315 $ 16,506.00
38 2503.511 36"CP PIPE SEWER 283 LIN FT $64.40 $ 18,225.20 283 $ 18,225.20
39 2503.541 15"RC PIPE SEWER DESIGN 3006 CL V 803 LIN FT $23.00 $ 18,469.00 809 $ 18,607.00
40 2503.541 18"RC PIPE SEWER DESIGN 3006 CL III 148 LIN FT $25.25 $ 3,737.00 155 $ 3,913.75
41 2503.541 21"RC PIPE SEWER DESIGN 3006 CL III 14 LIN FT $32.00 $ 448.00 18 $ 576.00
42 2503.541 24"RC PIPE SEWER DESIGN 3006 CL III 184 LIN FT $31.00 $ 5,704.00 184 $ 5,704.00
43 2503.541 27"RC PIPE SEWER DESIGN 3006 CL III 39 LIN FT $41.00 $ 1,599.00 39 $ 1,599.00
44 2503.541 42"RC PIPE SEWER DESIGN 3006 CL 111 21 LIN FT $100.00 $ 2,100.00 21 $ 2,100.00
45 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL(2 X 3) 13.7 LIN FT $277.40 $ 3,800.38 14.46 $ 4,011.20
46 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 50.2 LIN FT $304.60 $ 15,290.92 50.39 $ 15,348.79
47 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 15.2 LIN FT $332.25 $ 5,050.20 15.45 $ 5,133.26
48 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 16.6 LIN FT $321.70 $ 5,340.22 17.15 $ 5,517.16
49 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 9 LIN FT $396.15 $ 3,565.35 8.85 $ 3,505.93
50 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 5.8 LIN FT $670.00 $ 3,886.00 5.92 $ 3,966.40
51 2506.516 CASTING ASSEMBLY 21 EACH $475.00 $ 9,975.00 21 $ 9,975.00
Total Bid Schedule"B" $ 119,596.27 $ 120,588.69
Bid Schedule"C"-Sanitary Sewer
ITEM I ESTIMATED CONTRACT CONTRACT USED TO
NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION
52A 2502.603 WELDED STEEL PIPE-JACKED 50 LIN FT $360.00 $ 18,000.00 50 $ 18 000.00
52 2503.511 8"PVC PIPE SEWER SDR 35 835 LIN FT $21.25 $ 17 743.75 836 $ 17,765.00
53 2503.511 12"PVC PIPE SEWER SDR 35 1,486 LIN FT $27.00 $ 40,122.00 1,481 $ 39,987.00
54 2503.602 6"PVC PIPE PLUG-SEWER 4 EACH $50.00 $ 200.00 4 $ 200.00
55 2503.602 8"PVC PIPE PLUG-SEWER 1 EACH $75.00 $ 75.00 1 $ 75.00
56 2503.602 12"PVC PIPE PLUG-SEWER 1 EACH $100.00 $ 100.00 1 $ 100.00
57 1 2503.602 CONNECT TO EXISTING SANITARY SEWER 1 EACH $1,500.00 $ 1,500.00 1 $ 1,500.00
58 2503.603 6"PVC SANITARY SERVICE PIPE SDR 26 211 LIN FT $20.50 $ 4,325.50 218 $ 4,469,00
59 2503.603 CLEAN AND VIDEO TAPE PIPE SEWER 2,321 LIN FT $1.251$ 2,901.25 2,317 $ 2,896.25
60 2506.503 CONSTRUCT SANITARY STRUCTURE DESIGN 48-4007(0-12') 11 EACH $2,400.00 $ 26,400.00 11 $ 26,400.00
61 2506.503 CONSTRUCT EXTRA DEPTH SANITARY STRUCTURE(>12') 46.9 LIN FT $95.00 $ 4,455.50 56.61 $ 5,377.95
62 2506.516 CASTING ASSEMBLY 11 1 EACH $425.001$ 4,675.00 11 $ 4,675.00
Total Bid Schedule"C" $ 120,498.00 $ 121,445.20
Bid Schedule"D"-Watermain
ITEM ESTIMATED CONTRACT CONTRACT USED TO
NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION
63 2503.608 DUCTILE IRON FITTINGS 5,375 POUND $2.75 $ 14,781.25 5,619 $ 15,452.25
64 2503.608 6"WATERMAIN DUCTILE IRON CL 52 156 LIN FT $26.50 $ 4,134.00 152 $ 4,028.00
65 2503.608 8"WATERMAIN DUCTILE IRON CL 52 1,307 LIN FT $32.50 $ 42,477.50 1,307 $ 42,477.50
66 2503.608 16"WATERMAIN DUCTILE IRON CL 52 1,328 LIN FT $65.251$ 86 652.00 1,349 $ 88,022.25
67 2504.602 6"GATE VALVE AND BOX 7 EACH $1,225.00 $ 8,575.00 7 $ 8,575.00
68 2504.602 8"GATE VALVE AND BOX 6 EACH $1,675.00 $ 10,050.00 5 $ 8,375.00
69 2504.602 16"BUTTERFLY VALVE AND BOX 3 EACH $2,825.00 $ 8,475.00 3 $ 8,475.00
70 2504.602 CONNECT TO EXISTING WATERMAIN 2 EACH $2,250.00 $ 4,500.00 3 $ 6,750.00
71 2504.602 HYDRANT 6 EACH $3,200.00 $ 19,200.00 6 $ 19,200.00
Total Bid Schedule"D" $ 198,844.75 $ 201,355.00
S:\Municipal\Helkriver\ER301\Pay Estimates\er301pe PE-2
FINAL ESTIMATE CITY OF ELK RIVER Owner
Natures Edge Business Center-Phase 1
Bid Schedule"E"-Mobilization,Dewatering and Traffic Control
ITEM ESTIMATED CONTRACT CONTRACT USEDTO
NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION
72 2021.501 MOBILIZATION 1 LUMPSUM $20000.00 $ 20,000.00 1 $ 20,000.00
73 2105.601 DEWATERING 1 LUMP SUM $75,000.00 $ 75,000.00 1 $ 75000.00
74 2563.601 TRAFFIC CONTROL 1 LUMP SUM $750.00 $ 750.00 1 $ 750.00
Total Bid Schedule"E" $ 95,750.00 $ 95,750.00
Bid Schedule"A" $ 547,826.86 $ 544,994.19
Bid Schedule"B" $ 119,596.27 $ 120,588.69
Bid Schedule"C' $ 120,498.00 $ 121,445.20
Bid Schedule"D" $ 198,844.75 $ 201,355.00
Bid Schedule"E" $ 95,750.00 $ 95,750.00
Total Work Completed to Date $ 1,082,515.88 $ 1,084,133.08
Less Pay Estimate 1 $ 407,133.38
Less Pay Estimate 2 $ 483,961.66
Less Pay Estimate 3 $ 171,355.38
WE RECOMMEND FINAL PAYMENT OF: $ 21,682.66
Please verify the amount of previous payments, and the receipt of the following items prior to making payment.
1. Certificate of claims payment(lien waiver),
2. Affidavit of payment of States taxes(MN State TAX Form IC 134),
3. Letter of consent from surety firm.
APPROVALS:
CONTRACTOR: BURSCHVILLE CONSTRUCTION,INC.
Certification Dby Contractor: I certiifyp that all items and amounts are correct and complete.
Signed:
Title:jLkliubd q t6&4WDate
ENGINEET, HAKANS N ANDERSON
Certific on b;g a r: a recommend final payment for work and quantities as shown.
Signed
Title: I 1 Date_911ol 13
OWNER: CITY OF ELK RIVER
Signed:
Title: Date
S:\Municipal\Aelkriver\ER301\Pay Estimates\er301pe PE-3