09.c2 2022 Street Improvement Project - Contractor's Request for Payment No 3m i n n e s o t a
October 11,2022
Honorable Mayor and City Council
City of Scandia
14727 209"Street N.
Scandia,MN 55073-8503
Re:Contractor's Request for Payment No.3
2022 Street Improvement Project
Dear Mayor and Council:
Enclosed please find Contractor's Request for Payment No.3,for the 2022 Street Improvement
Project.We recommend the council approve Contractor's Request for Payment No.3 and pay
$148,232.94 to Astech Surface Technologies Corporation.This amount includes work performed
ditch grading,and remaining pipe work.This request includes withholding 5%retainage.
Please call me at (612)597-7140 ifthere are any questions or concerns regarding this
Contractor's Payment request.
Sincerely,
Ryan J.Goodman,P.E.
City Engineer
Enclosures:Contractor's Request for Payment No.3
14 72 7 209""SL.N .PO Box 12 8,Scandia,M innesota 550 73
Phone (65 1)433-2274 Fax (65 1)433-5 112 http://w w w .c i.scandia.m n.us
Contractor's Application for Payment
Owner:
Engineer:
City of Scandia
Bolton &Menk,Inc.
Contractor:Asphalt Surface Technologies Corporatior
Project:2022 Street Improvement Project
Contract:
Owner's Project No.:-----------Engineer's Project No.:0N1.124723-----------Agency's Project No..
Application No.:3
Application Period:From
Application Date:9/30/2022----'-~----9/3/2O22 to 9/30/2022
1.Original Contract Price
2.Net change by Change Orders
3.Current Contract Price (Line 1 +Line 2)
4.Total Work completed and materials stored to date
(Sum of Column G Lump Sum Total and Column J Unit Price Total)
5.Retainage
a.5%X $447,849.40 Work Completed
b·K $-Stored Materials
c.Total Retainage (Line S.a +Line S.b)
6.Amount eligible to date (Line 4-Line S.c)
7.Less previous payments
8.Amount due this application
9.Balance to finish,including retainage {Line 3-Line 4)
$453,893.63
$-
$453,893.63
$447,849.40
$22,392.47
$-
$22,392.47
$425,456.93
$277,223.99
$148,232.94
$6,044.23
Contractor's Certification
The undersigned Contractor certifies,to the best of its knowledge,the following:
(1)All previous progress payments received from Owner on account of Work done under the Contract have been applied on
account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for
Payment;
(2)Title to all Work,materials and equipment incorporated in said Work,or otherwise listed in or covered by this Application for
Payment,will pass to Owner at time of payment free and clear of all liens,security interests,and encumbrances (except such as
are covered by a bond acceptable to Owner indemnifying Owner against any such liens,security interest,or encumbrances);
and
(3)All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective.
Contractor:Asphalt Surface Technologies Corporation a/k/a ASTECH Corp.
Signature:
Name:
Date:
Title:
lo-13-202/
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Name:Name:
Title:
Date:Lo //4/>2zt
Title:
Date:
EICDC C-620 Contractor's Application for Payment
(c)2018 National Society of Professional Engineers for EJCDC.All rights reserved.
Progress Estimate -Unit Price Work
Owner:City of Scandia Owner's Project No.:
Engineer:Bolton &Menk,Inc.Engineer's Project No.:0N1.124723
Contractor:Asphalt Surface Technologies Corporation a/k/a ASTECH Corp.Agency's Project No.:
Project:2022 Street Improvement Project
Contract:
Application No.:3 Application Period:From 09/03/22 to 09/30/22 Application Date:09/30/22
A a C D I E F Fl I F2 G I H I J K L
Contract information Previous Estimate Work Completed Work
Completed %of
Estimated Value of Work and M ate rials Value of
Value of Bid Item Quantity Completed to Date Materials Currently Stored to Date ltem Balance to Finish
Bid Item Unit Price (CXE)Quantity Previous Value Previous Incorporated In (EXG)Stored (not in G)(H +I)(J/F)(F -I)
No.Description Item Quantity Units ($)($)Estimate Estimate the Work ($)($)($)(%)($)
Original Contract
BASE BID:
1 MOBILl2ATION 1.00 LUMP SUM 17,800.00 17,800.00 0.80 14,240.00 1.00 17,800.00 17,800.00 1009¥
2 TRAFFIC CONTROL 1.00 LUMP SUM 1,320.00 1,320.00 0.80 l,OS6.00 1.00 1,320.00 1,320.00 100%
3 CLEARING AND GRUBBING 1.00 LUMP SUM 7,000.00 7,000.00 1.00 7,000.00 1.00 7,000.00 7,000.00 100%
4 REMOVE SIGN AND POST 1.00 EACH 27.SO 27.50 27.50
5 SALVAGE AND REINSTALL MAILBOX 5.00 EACH 200.00 1,000.00 1,000.00
6 REMOVE STORM PIPE/CULVERT 184.00 UN FT 13.20 2,428.80 178.00 2,349.60 178.00 2,349.60 2,349.60 97%79.20
7 REMOVE STORM SEWER STRUCTURE AND SALVAGE CASTING 1.00 EACH 1,100.00 1,100.00 1.00 1,100.00 1.00 1,100.00 1,100.00 100%
8 SAWING BITUMINOUS PAVEMENT -FULL DEPTH 66.00 LIN FT 3.00 198.00 66.00 198.00 66,00 198.00 198.00 100%
9 RECLAIM BITUMINOUS PAVEMENT (8"THICK)16,680.00 SQYD 1.00 16,680.00 16,741.00 16,741.00 16,741.00 16,741.00 16,741.00 1 (61.00)
10 REMOVE BITUMINOUS PAVEMENT-DRIVEWAY 60.00 SQYD 13.20 792.00 174.80 2,307.36 174.80 2,307.36 2,307.36 291%(1,515.36
11 CLEAN PIPE CULVERT 62.00 UN FT 22.00 1,364.00 -1,364.00
12 DITCH GRADING 310.00 LIN FT 18.92 S,865.20 310.00 5,865.20 310.00 5,865.20 5,865.20 100%
13 SEDIMENT REMOVAL 50.00 UNFT 30.80 1,540.00 73.00 2,248.40 73.00 2,248.40 2,248.40 146%(708.40)
14 COMMON EXCAVATION 30.00 CUYD 35.00 1,050.00 4S.00 1,575.00 45.00 1,575.00 1,575.00 150%(525.00)
15 SUBGRADE EXCAVATION 280.00 CUYD 27.50 7,700.00 84.00 2,310.00 84.00 2,310.00 2,310.00 30%5,390.00
16 GEOTEXTILE FABRIC,TYPE V 840.00 SQYD 1.65 1,386.00 1,386.00
17 HAUL AWAY EXCESS RECLAIMED MATERIAL TO CITY GRAVEL 1,500.00 CU YD 18.81 28,215.00 1,200.00 22,572.00 1,200.00 22,572.00 22,572.00 80%5,643.00
18 TOLERANCE RECLAIM 16,680.00 SQYD 0.88 14,678.40 16,741.00 14,732.08 16,741.00 14,732.08 14,732.08 100%(53.68)
19 AGGREGATE SHOULDERING 660.00 TON 26.40 17,424.00 27.31 720.98 291.93 7,706.95 7,706.95 44%9,717.05
20 AGGREGATE SURFACING,3/4"MINUS LIMESTONE -5.00 TON 44.00 220.00 17.69 778.36 778.36 354%(558.36)
21 AGGREGATE SURFACING,1/2"MINUS TRAP ROCK-5.00 TON 44.00 220.00 5.03 221.32 221.32 101%(1.32)
22 AGGREGATE SURFACING,CLASS 5 10.00 TON 44.00 440.00 22.60 994.40 994.40 226%(5S4.40
23 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C)1,510.00 TON 76.45 115,439.50 1,631.12 124,699.12 124,699.12 108%(9,259.62
24 TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3,C)2,020.00 TON 75.24 151,984.80 2,009.21 151,172.96 2,009.21 151,172.96 151,172.96 99%811.84
25 BITUMINOUS MATERIAL FOR TACK COAT 1,170.00 GAL 3.19 3,732.30 850.00 2,711.50 2,711.50 73%1,020.80
26 TYPE SP 9.S UPPER WEARING COURSE MIXTURE (3,C)-60.00 SQ YD 57.20 3,432.00 114.00 6,520.80 114.00 6,520.80 6,520.80 190%(3,088.80)
27 BITUMINOUS FLUME 1.00 EACH 550.00 550.00 1.00 550.00 550.00 100%
28 SURMOUNTABLE CURB &GUTTER 160.00 LIN FT 45.6S 7,304.00 153.00 6,984.45 153.00 6,984.45 6,984.45 96%319.55
29 12"CMP,CULVERT (DRIVEWAY)44.00 LIN FT 48.40 2,129.60 44.00 2,129.60 44.00 2,129.60 2,129.60 100%
30 12"CMP,APRON (DRIVEWAY)2.00 EACH 550.00 1,100.00 4.00 2,200.00 4.00 2,200.00 2,200.00 200%(1,100.00
31 15 RC PIPE (CLASS 5)86.00 UN FT 52.80 4,540.80 86.00 4,540.80 86.00 4,540.80 4,540.80 100%
32 15"RC PIPE APRON (CLASS 5)3.00 EACH 1,100.00 3,300.00 3.00 3,300.00 3.00 3,300.00 3,300.00 100%
33 24"RC PIPE,CULVERT (CLASS 3)40.00 LIN FT 99.00 3,960.00 40.00 3,960.00 40.00 3,960.00 3,960.00 100%
34 24"RC PIPE APRON (CLASS 3)2.00 EACH 1,705.00 3,410.00 2.00 3,410.00 2.00 3,410.00 3,410.00 100%
35 27"DIA STORM SEWER CATCH BASIN AND SALVAGED 1.00 EACH 1,980.00 1,980.00 1.00 1,980.00 1.00 1,980.00 1,980.00 100%
36 INLET PROTECTION 1.00 EACH 200.00 200.00 1.00 200.00 1.00 200.00 200.00 100%
37 CULVERT END PROTECTION 14.00 EACH 126.50 1,771.00 14.00 1,771.00 14.00 1,771.00 1,771.00 100%
38 BIOLOG 400.00 UN FT 3.85 1,540.00 560.00 2,156.00 560.00 2,156.00 2,156.00 140%(616.00)
39 TOPSOIL BORROW 30.00 CUYD 55.00 1,650.00 14.00 770.00 174.00 9,570.00 9,570.00 580%(7,920.00)
40 TURF RESTORATION,SEED MIX 35-241 AND BLANKET 1,200.00 SQYD 4.40 5,280.00 1,200.00 5,280.00 5,280.00 100%
41 TURF RESTORATION,SEED MIX 25-151 AND BLANKET 100.00 SQYD 4.40 440.00 100.00 440.00 440.00 100%
42 4"DOUBLE YELLOW LINE,MULTI COMP 2,140.00 LIN FT 1.44 3,081.60 3,081.60
43 SIGN PANELS,TYPE C 18.75 sQFT 71.50 1,340.63 1,340.63
TOTAL BASE BID 446 ,615.13 286,111.23 441,395.90 441,395.90 99%5,219.23
ALTERNATE 1:
44 COMMON EXCAVATION 10.00 CUYD 38.50 385.00 10.00 385.00 10.00 385.00 385.00 100%
45 CONSTRUCT DRAINAGE STRUCTURE,DESIGN 48-4020 1.00 EACH 3,300.00 3,300.00 1.00 3,300.00 1.00 3,300.00 3,300.00 100%
Contractor's Ap plication for Payment
Unit Price
EJCDC C-620 Contractor's Application for Payment
(c)2018 National Society of Professional Engineers for EJCDC.All rights reserved.1 of 2
Progress Estimate -Unit Price Work
Ow ner:City of Scandia Owner's Project No.:
Engineer:Bolton &M enk,Inc.Engineer's Project No.:0N1.124723
Contractor:Asphalt Surface Technologies Corporation a/k/a ASTECH Corp.Agency's Project No.:
Project:2022 Street Improvement Project
Contract:
Application No.:3 Application Period:From 09/03/22 to 09/30/22 Ap plica tion Date:09/30/22
A B c I D I E I F Fl I F2 G I H I J K L
Contract Information Previous Estimate Work Completed Work
Completed %of
Estimated Value of Work and M ate ri als Value of
Value of Bid Item Quantity Completed to Date Materials Currently Stored to Date Item Balance to Finish
Bid Item Unit Price (C XE)Quantity Previous Value Previous Incorporated in (E X G)Stored (not in G)(H+I)0/F)(F-J)
No.Description Item Quantity Units ($)($)Estimate Estimate the Work ($)($)($)%)($)
46 GEOTEXTILE FILTER,TYPE IV 45.00 SQYD 3.30 148.50 45.00 148.50 45.00 148.50 148.50 100%
47 HAND-PLACED RIPRAP CL.11 18.00 CU YD 110.00 1,980.00 17.00 1,870.00 17.00 1,870.00 1,870.00 94%110.00
48 PERMANENT INLET PROTECTION 1.00 EACH 750.00 750.00 1.00 750.00 750.00 100%
49 SEDIMENT CONTROL LOG WOO TYPE 70.00 UN FT 5.50 385.00 385.00
50 EROSION CONTROL BLANKET,CATEGORY 25 12.00 SQYD 27.50 330.00 330.00
TOTAL ALTERNATE 1 7,278.50 5,703.50 6,453.50 6,453.50 494%825.00
TOTAL BASE BID +ALTERNATE 1,$453,893.63 $291,814.73 $447,849.40 $$447,849.40 89%/$6,044.23
Contractor's Application for Payment
Unit Price
EJCDC C-620 Contractor's Application for Payment
(c)2018 National So ciety of Professional Engineers for EJCDC.All rights reserved.2 of 2