4.5. SR 09-17-2018 Eclty1� ,.,�� Request for Action
River
To Item Number
Mayor and City Council 4.5
Agenda Section Meeting Date Prepared by
Consent September 17, 2018 Justin Femrite P.E.,Public Works Director
Item Description Reviewed by
Pay Estimates Lori Ziemer, Finance Director
Reviewed by
Cal Portner, City Administrator
Action Requested
Approve,by motion, the pay estimates detailed below.
Background/Discussion
The following pay estimates have been reviewed and found to be accurate and in accordance with the
approved contracts.
Financial Impact
PROJECT PAY EST. # CONTRACTOR AMOUNT
2017 Street Improvements Final North Valley,Inc. $45,531.26
Wastewater Treatment Facility Final Rice Lake Construction Group $229,073.08
Attachments
■ Pay Estimates
The Elk River Vision
A PehoMing community 2a itb revolutionary and spirited resourcefulness, exceptional POWERED By
service, and community engagement that encourages and inspires prosperity INAMIRE1
FINAL PAYMENT
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 1
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.13 LUMP SUM $80,250.77 10,432.60$ 0.13 10,432.60$
2 CLEARING 1 TREE $1,564.72 1,564.72$ 3 4,694.16$
3 GRUBBING 1 TREE $586.78 586.78$ 3 1,760.34$
4 REMOVE CURB AND GUTTER 4,730 LIN FT $3.23 15,277.90$ 4,818 15,562.14$
5 REMOVE CONCRETE PAVEMENT 990 SQ FT $2.61 2,583.90$ 1,168 3,048.48$
6 REMOVE CONCRETE WALK 750 SQ FT $2.09 1,567.50$ 947 1,979.23$
7 SAWING CONCRETE PAVEMENT (FULL DEPTH)90 LIN FT $3.16 284.40$ 94 297.04$
8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)103 LIN FT $1.98 203.94$ 103 203.94$
9 SALVAGE CHAIN LINK FENCE 50 LIN FT $16.05 802.50$ 70 1,123.50$
10 SALVAGE SIGN SUPPORT 3 EACH $26.75 80.25$ 2 53.50$
11 SALVAGE CASTING 13 EACH $110.48 1,436.24$ 13 1,436.24$
12 SUBGRADE EXCAVATION (EV)160 CU YD $11.73 1,876.80$ 248 2,909.04$
13 WATER 100 MGAL $27.82 2,782.00$ 66 1,836.12$
14 FULL DEPTH RECLAMATION 17,388 SQ YD $1.35 23,473.80$ 17,388 23,473.80$
15 HAUL FULL DEPTH RECLAMATION (LV)2,801 CU YD $7.14 19,999.14$ 3,391 24,211.74$
16 HAUL FULL DEPTH RECLAMATION (LV)416 CU YD $7.14 2,970.24$ 344 2,456.16$
17 MILL BITUMINOUS SURFACE (2")19 SQ YD $26.75 508.25$ 19 508.25$
18 BITUMINOUS MATERIAL FOR TACK COAT 807 GALLON $2.51 2,025.57$ 700 1,757.00$
19 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)513 TON $50.06 25,680.78$ 468 23,428.08$
20 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)1,756 TON $47.02 82,567.12$ 1,822.62 85,699.59$
21 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)2,194 TON $41.31 90,634.14$ 2,106.48 87,018.69$
22 15" RC PIPE SEWER DESIGN 3006 CLASS V 103 LIN FT $53.03 5,462.09$ 94 4,984.82$
23 CONNECT TO EXISTING STORM SEWER 8 EACH $1,988.64 15,909.12$ 8 15,909.12$
24 ADJUST VALVE BOX 5 EACH $303.82 1,519.10$ 6 1,822.92$
25 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 LIN FT $441.92 2,651.52$ 10 4,419.20$
26 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 38 LIN FT $419.82 15,911.18$ 44 18,472.08$
27 CASTING ASSEMBLY 10 EACH $524.78 5,247.80$ 13 6,822.14$
28 ADJUST FRAME AND RING CASTING 17 EACH $740.22 12,583.74$ 23 17,025.06$
29 SEAL CATCH BASIN 13 EACH $155.15 2,016.95$ 24 3,723.60$
30 4" CONCRETE WALK 380 SQ FT $6.37 2,420.60$ 515 3,280.55$
31 6" CONCRETE WALK 705 SQ FT $7.44 5,245.20$ 536 3,987.84$
32 CONCRETE CURB AND GUTTER DESIGN B618 4,730 LIN FT $12.79 60,496.70$ 4,818 61,622.22$
33 8" CONCRETE DRIVEWAY PAVEMENT 177 SQ YD $57.78 10,227.06$ 142.5 8,233.65$
34 TRUNCATED DOMES 100 SQ FT $48.15 4,815.00$ 75 3,611.25$
35 INSTALL SALVAGED FENCE 50 LIN FT $26.75 1,337.50$ 70 1,872.50$
36 TRAFFIC CONTROL 0.13 LUMP SUM $79,859.23 10,381.70$ 0.13 10,381.70$
37 INSTALL SIGN SUPPORT 3 EACH $80.25 240.75$ 2 160.50$
38 STABILIZED CONSTRUCTION EXIT 0.13 LUMP SUM $5,200.23 676.03$ 0.13 676.03$
39 FERTILIZER TYPE 1 228 POUND $1.02 232.56$ 228 232.56$
40 COMMON TOPSOIL BORROW (LV)270 CU YD $32.12 8,672.40$ 249 7,997.88$
41 SEEDING 1.25 ACRE $374.50 468.13$ 1.25 468.13$
42 SEED MIXTURE 25-131 126 POUND $3.20 403.20$ 126 403.20$
43 HYDRAULIC NATURAL TACKIFIER 2,760 SQ YD $0.75 2,070.00$ 2,760 2,070.00$
44 EROSION CONTROL 0.13 LUMP SUM $3,210.00 417.30$ 0.13 417.30$
45 PAVEMENT MESSAGE EPOXY 30 SQ FT $5.73 171.90$ 30 171.90$
46 4" SOLID LINE EPOXY 5,535 LIN FT $0.31 1,715.85$ 5,550 1,720.50$
47 24" SOLID LINE EPOXY 42 LIN FT $6.88 288.96$ 40 275.20$
48 4" DOUBLE SOLID LINE EPOXY 345 LIN FT $0.62 213.90$ 345 213.90$
49 CROSSWALK EPOXY 432 SQ FT $3.67 1,585.44$ 432 1,585.44$
460,720.25$ 476,450.83$
BID SCHEDULE "A" - S.A.P. 204-113-016 - ORONO PARKWAY
Total Bid Schedule "A"
FINAL PAYMENT
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 2
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.17 LUMP SUM $80,250.80 12,037.62$ 0.17 13,642.64$
2 REMOVE CURB AND GUTTER 5215 LIN FT $3.23 16,844.45$ 5,202 16,802.46$
3 REMOVE CONCRETE PAVEMENT 505 SQ FT $2.61 1,318.05$ 793 2,069.73$
4 REMOVE CONCRETE WALK 2,927 SQ FT $2.09 6,117.43$ 4,595 9,603.55$
5 REMOVE BITUMINOUS PAVEMENT 36 SQ YD $26.75 963.00$ 187 5,002.25$
6 SAWING CONCRETE PAVEMENT (FULL DEPTH)58 LIN FT $3.16 183.28$ 130 410.80$
7 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)311 LIN FT $1.98 615.78$ 311 615.78$
8 SALVAGE SIGN SUPPORT 12 EACH $26.75 321.00$ 18 481.50$
9 SALVAGE CASTING 9 EACH $110.48 994.32$ 12 1,325.76$
10 SUBGRADE EXCAVATION (EV)870 CU YD $19.56 17,017.20$ 1,105 21,613.80$
11 WATER 150 MGAL $27.82 4,173.00$ 36 1,001.52$
12 FULL DEPTH RECLAMATION 18,008 SQ YD $1.39 25,031.12$ 18,008 25,031.12$
13 HAUL FULL DEPTH RECLAMATION (LV)4121 CU YD $6.49 26,745.29$ 5,302 34,409.98$
14 HAUL FULL DEPTH RECLAMATION (LV)2608 CU YD $6.49 16,925.92$ 2,328 15,108.72$
15 MILL BITUMINOUS SURFACE (2")64 SQ YD $9.63 616.32$ 64 616.32$
16 MILL BITUMINOUS SURFACE (2.5")45 SQ YD $9.63 433.35$ 45 433.35$
17 BITUMINOUS MATERIAL FOR TACK COAT 829 GALLON $2.51 2,080.79$ 610 1,531.10$
18 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)465 TON $49.85 23,180.25$ 436.88 21,778.47$
19 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)2051 TON $46.04 94,428.04$ 2,161.55 99,517.76$
20 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)2,250 TON $40.72 91,620.00$ 2,320.24 94,480.17$
21 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 10 TON $197.95 1,979.50$ 103.13 20,414.58$
22 ADJUST VALVE BOX 6 EACH $513.54 3,081.24$ 6 3,081.24$
23 INSTALL CASTING 12 EACH $110.48 1,325.76$ 12 1,325.76$
24 ADJUST FRAME AND RING CASTING 5 EACH $740.22 3,701.10$ 8 5,921.76$
25 SEAL CATCH BASIN 12 EACH $155.15 1,861.80$ 12 1,861.80$
26 4" CONCRETE WALK 1,752 SQ FT $6.37 11,160.24$ 2,201 14,020.37$
27 6" CONCRETE WALK 1,175 SQ FT $7.44 8,742.00$ 2,379 17,699.76$
28 CONCRETE CURB AND GUTTER DESIGN B618 5,215 LIN FT $12.79 66,699.85$ 5,177 66,213.83$
29 7" CONCRETE DRIVEWAY PAVEMENT 58 SQ YD $77.04 4,468.32$ 103.7 7,989.05$
30 TRUNCATED DOMES 220.0 SQ FT $48.15 10,593.00$ 292 14,059.80$
31 TRAFFIC CONTROL 0.15 LUMP SUM $79,859.20 11,978.88$ 0.15 11,978.88$
32 INSTALL SIGN SUPPORT 9 EACH $80.25 722.25$ 18 1,444.50$
33 ADJUST HANDHOLE 2 EACH $428.00 856.00$ 1 428.00$
34 RIGID PVC LOOP DETECTOR 6'x6'4 EACH $909.51 3,638.04$ 1 909.51$
35 STORM DRAIN INLET PROTECTION 13 EACH $90.95 1,182.35$ 14 1,273.30$
36 STABILIZED CONSTRUCTION EXIT 0.15 LUMP SUM $5,200.27 780.04$ 0.15 780.04$
37 FERTILIZER TYPE 1 300 POUND $1.02 306.00$ 300 306.00$
38 COMMON TOPSOIL BORROW (LV)330 CU YD $34.25 11,302.50$ 354 12,124.50$
39 SEEDING 1 ACRE $374.51 374.51$ 1 374.51$
40 SEED MIXTURE 25-131 165 POUND $3.20 528.00$ 165 528.00$
41 HYDRAULIC NATURAL TACKIFIER 3,630 SQ YD $0.75 2,722.50$ 3,630 2,722.50$
42 EROSION CONTROL 0.15 LUMP SUM $3,210.07 481.51$ 0.15 481.51$
43 PAVEMENT MESSAGE EPOXY 99 SQ FT $5.73 567.27$ 99 567.27$
44 4" SOLID LINE EPOXY 770 LIN FT $0.31 238.70$ 770 238.70$
45 24" SOLID LINE EPOXY 118 LIN FT $6.88 811.84$ 156 1,073.28$
46 4" BROKEN LINE EPOXY 960 LIN FT $0.31 297.60$ 880 272.80$
47 4" DOUBLE SOLID LINE EPOXY 2210 LIN FT $0.62 1,370.20$ 2,183 1,353.46$
48 CROSSWALK EPOXY 1872 SQ FT $3.67 6,870.24$ 1,602 5,879.34$
500,287.45$ 560,800.83$
BID SCHEDULE "B" - S.A.P. 204-129-001 - JOPLIN STREET
Total Bid Schedule "B"
FINAL PAYMENT
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 3
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.17 LUMP SUM $80,250.82 13,642.64$ 0.17 13,642.64$
2 REMOVE CURB AND GUTTER 3490 LIN FT $3.23 11,272.70$ 3,579 11,560.17$
3 REMOVE CONCRETE PAVEMENT 1,016 SQ FT $2.61 2,651.76$ 1,318 3,439.98$
4 REMOVE CONCRETE WALK 2,468 SQ FT $2.09 5,158.12$ 3,951 8,257.59$
5 SAWING CONCRETE PAVEMENT (FULL DEPTH)84 LIN FT $3.16 265.44$ 170 537.20$
6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)125 LIN FT $1.98 247.50$ 125 247.50$
7 SALVAGE SIGN SUPPORT 5 EACH $37.45 187.25$ 14 524.30$
8 SALVAGE CASTING 15 EACH $107.00 1,605.00$ 16 1,712.00$
9 SUBGRADE EXCAVATION (EV)2,167 CU YD $18.54 40,176.18$ 3,673 68,097.42$
10 WATER 150 MGAL $27.82 4,173.00$ 92 2,559.44$
11 FULL DEPTH RECLAMATION 21,725 SQ YD $1.21 26,287.25$ 22,095 26,734.95$
12 HAUL FULL DEPTH RECLAMATION (LV)7,409 CU YD $6.26 46,380.34$ 7,846 49,115.96$
13 HAUL FULL DEPTH RECLAMATION (LV)7024 CU YD $6.25 43,900.00$ 7,894 49,337.50$
14 MILL BITUMINOUS SURFACE (2")44 SQ YD $9.63 423.72$ 44 423.72$
15 BITUMINOUS MATERIAL FOR TACK COAT 1,200 GALLON $2.51 3,012.00$ 1,025 2,572.75$
16 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)2,613 TON $45.99 120,171.87$ 2,651.43 121,939.27$
17 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)3,264 TON $41.24 134,607.36$ 3,085.55 127,248.08$
18 ADJUST VALVE BOX 15 EACH $513.54 7,703.10$ 16 8,216.64$
19 INSTALL CASTING 15 EACH $324.48 4,867.20$ 28 9,085.44$
20 ADJUST FRAME AND RING CASTING 11 EACH $740.22 8,142.42$ 14 10,363.08$
21 SEAL CATCH BASIN 15 EACH $155.15 2,327.25$ 16 2,482.40$
22 4" CONCRETE WALK 2,238 SQ FT $6.37 14,256.06$ 3,195 20,352.15$
23 6" CONCRETE WALK 230 SQ FT $7.44 1,711.20$ 756 5,624.64$
24 CONCRETE CURB AND GUTTER DESIGN B618 3490 LIN FT $12.79 44,637.10$ 3,609 46,159.11$
25 7" CONCRETE DRIVEWAY PAVEMENT 114 SQ YD $77.04 8,782.56$ 150 11,556.00$
26 8" CONCRETE DRIVEWAY PAVEMENT 40 SQ YD $57.78 2,311.20$ 50.4 2,912.11$
27 TRUNCATED DOMES 56 SQ FT $48.15 2,696.40$ 34 1,637.10$
28 TRAFFIC CONTROL 0.17 LUMP SUM $79,859.18 13,576.06$ 0.17 13,576.06$
29 INSTALL SIGN SUPPORT 5 EACH $80.25 401.25$ 14 1,123.50$
30 STORM DRAIN INLET PROTECTION 17 EACH $90.95 1,546.15$ 48 4,365.60$
31 STABILIZED CONSTRUCTION ENTRANCE 0.17 LUMP SUM $5,200.29 884.05$ 0.17 884.05$
32 FERTILIZER TYPE 1 72 POUND $1.02 73.44$ 72 73.44$
33 COMMON TOPSOIL BORROW (LV)130 CU YD $34.25 4,452.50$ 163 5,582.75$
34 SEEDING 0.25 ACRE $374.48 93.62$ 0.25 93.62$
35 SEED MIXTURE 25-131 40 POUND $3.20 128.00$ 40 128.00$
36 HYDRAULIC NATURAL TACKIFIER 871 SQ YD $0.75 653.25$ 871 653.25$
37 EROSION CONTROL 0.17 LUMP SUM $3,210.00 545.70$ 0.17 545.70$
38 PAVEMENT MESSAGE EPOXY 192 SQ FT $5.73 1,100.16$ 192 1,100.16$
39 4" SOLID LINE EPOXY 5,912 LIN FT $0.31 1,832.72$ 6,150 1,906.50$
40 24" SOLID LINE EPOXY 82 LIN FT $6.88 564.16$ 76 522.88$
41 4" BROKEN LINE EPOXY 649 LIN FT $0.31 201.19$ 560 173.60$
42 4" DOUBLE SOLID LINE EPOXY 3,170 LIN FT $0.62 1,965.40$ 4,203 2,605.86$
43 CROSSWALK EPOXY 537 SQ FT $3.67 1,970.79$ 612 2,246.04$
581,585.06$ 641,920.15$ Total Bid Schedule "C"
BID SCHEDULE "C" - S.A.P. 204-131-003 - BUSINESS CENTER DRIVE
FINAL PAYMENT
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 4
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.05 LUMP SUM $80,250.80 4,012.54$ 0.05 4,012.54$
2 REMOVE CURB AND GUTTER 16 LIN FT $21.40 342.40$ 16 342.40$
3 REMOVE SEWER PIPE (STORM)133 LIN FT $11.05 1,469.65$ 133 1,469.65$
4 REMOVE CONCRETE PAVEMENT 102 SQ FT $2.61 266.22$ 102 266.22$
5 REMOVE BITUMINOUS PAVEMENT 450 SQ YD $3.69 1,660.50$ 467 1,723.23$
6 REMOVE MANHOLES OR CATCH BASINS 3 EACH $441.92 1,325.76$ 3 1,325.76$
7 SAWING CONCRETE PAVEMENT (FULL DEPTH)17 LIN FT $3.16 53.72$ 17 53.72$
8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)298 LIN FT $1.98 590.04$ 424 839.52$
9 SALVAGE MAILBOX SUPPORT 14 EACH $37.45 524.30$ 14 524.30$
10 SUBGRADE EXCAVATION (EV)676 CU YD $12.53 8,470.28$ 922 11,552.66$
11 WATER 70 MGAL $27.82 1,947.40$ 0 -$
12 FULL DEPTH RECLAMATION 6,007 SQ YD $1.33 7,989.31$ 6,007 7,989.31$
13 HAUL FULL DEPTH RECLAMATION (LV)1736 CU YD $6.18 10,728.48$ 2,114 13,064.52$
14 HAUL FULL DEPTH RECLAMATION (LV)1,736 CU YD $6.18 10,728.48$ 2,012 12,434.16$
15 MILL BITUMINOUS SURFACE (1.5")24 SQ YD $26.75 642.00$ 24 642.00$
16 BITUMINOUS MATERIAL FOR TACK COAT 350 GALLON $2.51 878.50$ 320 803.20$
17 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)529 TON $47.87 25,323.23$ 502.5 24,054.68$
18 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)882 TON $40.23 35,482.86$ 908.2 36,536.89$
19 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 323 SQ YD $11.74 3,792.02$ 340.7 3,999.82$
20 15" RC PIPE APRON 1 EACH $828.60 828.60$ 1 828.60$
21 12" RC PIPE SEWER DESIGN 3006 CLASS V 6 LIN FT $52.48 314.88$ 6 314.88$
22 15" RC PIPE SEWER DESIGN 3006 CLASS V 91 LIN FT $53.03 4,825.73$ 91 4,825.73$
23 ADJUST VALVE BOX 2 EACH $303.82 607.64$ -$
24 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 LIN FT $441.92 1,325.76$ 3 1,325.76$
25 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 15 LIN FT $524.78 7,661.79$ 14.6 7,661.79$
26 CASTING ASSEMBLY 4 EACH $524.78 2,099.12$ 4 2,099.12$
27 ADJUST FRAME AND RING CASTING 2 EACH $110.48 220.96$ 2 220.96$
28 SEAL CATCH BASIN 4 EACH $155.15 620.60$ 4 620.60$
29 CONCRETE CURB AND GUTTER DESIGN B412 3,511 LIN FT $11.72 41,148.92$ 3,520 41,254.40$
30 6" CONCRETE DRIVEWAY PAVEMENT 144 SQ YD $52.97 7,627.68$ 147.5 7,813.08$
31 INSTALL MAILBOX SUPPORT 14 EACH $42.80 599.20$ 14 599.20$
32 TRAFFIC CONTROL 0.05 LUMP SUM $79,859.20 3,992.96$ 0.05 3,992.96$
33 STORM DRAIN INLET PROTECTION 6 EACH $90.95 545.70$ 6 545.70$
34 SEDIMENT CONTROL LOG TYPE COMPOST 320 LIN FT $1.87 598.40$ 0.0 -$
35 STABILIZED CONSTRUCTION EXIT 0.05 LUMP SUM $5,200.20 260.01$ 0.05 260.01$
36 CULVERT END CONTROLS 1 EACH $240.75 240.75$ 1 240.75$
37 FERTILIZER TYPE 1 261 POUND $1.02 266.22$ 261 266.22$
38 COMMON TOPSOIL BORROW (LV)150 CY $34.25 5,137.50$ 150 5,137.50$
39 SEEDING 1 ACRE $374.51 370.76$ 1 374.51$
40 SEED MIXTURE 25-131 191 POUND $3.20 611.20$ 191 611.20$
41 HYDRAULIC NATURAL TACKIFIER 4,206 SQ YD $0.75 3,154.50$ 4,206 3,154.50$
42 EROSION CONTROL 0.05 LUMP SUM $3,210.00 160.50$ 0.05 160.50$
199,447.07$ 203,942.55$
BID SCHEDULE "D" - S.A.P. 204-149-001 - 193RD AVENUE
Total Bid Schedule "D"
FINAL PAYMENT
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 5
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.06 LUMP SUM $80,250.83 4,815.05$ 0.06 4,815.05$
2 REMOVE CURB AND GUTTER 2160 LIN FT $5.20 11,232.00$ 1,859 9,666.80$
3 REMOVE CONCRETE PAVEMENT 1,412 SQ FT $1.46 2,061.52$ 2,778.2 4,056.17$
4 REMOVE CONCRETE WALK 2,230 SQ FT $1.09 2,430.70$ 4,612 5,027.08$
5 REMOVE BITUMINOUS PAVEMENT 774 SQ YD $4.84 3,746.16$ 1,619 7,835.96$
6 SAWING CONCRETE PAVEMENT (FULL DEPTH)230 LIN FT $3.16 726.80$ 282 891.12$
7 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)360 LIN FT $2.09 752.40$ 2,550 5,329.50$
8 SALVAGE SIGN SUPPORT 6 EACH $37.45 224.70$ 3 112.35$
9 SALVAGE CASTING 11 EACH $107.00 1,177.00$ 13 1,391.00$
10 MILL BITUMINOUS SURFACE (1.5")1,544 SQ YD $1.95 3,010.80$ 1,949 3,800.55$
11 MILL BITUMINOUS SURFACE 8,330 SQ YD $0.59 4,914.70$ 8,063 4,757.17$
12 BITUMINOUS MATERIAL FOR TACK COAT 883 GALLON $2.51 2,216.33$ 870 2,183.70$
13 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1530 TON $47.87 73,241.10$ 1,540.76 73,756.18$
14 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 185 TON $59.82 11,066.70$ 264.54 15,824.78$
15 ADJUST VALVE BOX 5 EACH $441.92 2,209.60$ 6 2,651.52$
16 INSTALL CASTING 11 EACH $110.48 1,215.28$ 13 1,436.24$
17 ADJUST FRAME AND RING CASTING 2 EACH $994.32 1,988.64$ 1 994.32$
18 SEAL CATCH BASIN 11 EACH $155.15 1,706.65$ 13 2,016.95$
19 4" CONCRETE WALK 1,400 SQ FT $6.37 8,918.00$ 991 6,312.67$
20 6" CONCRETE WALK 870 SQ FT $7.44 6,472.80$ 3,621.38 26,943.07$
21 CONCRETE CURB AND GUTTER DESIGN B618 2,160 LIN FT $12.79 27,626.40$ 1,966 25,145.14$
22 7" CONCRETE DRIVEWAY PAVEMENT 157 SQ YD $77.04 12,095.28$ 309.8 23,866.99$
23 TRUNCATED DOMES 294 SQ FT $48.15 14,156.10$ 100 4,815.00$
24 TRAFFIC CONTROL 0.06 LUMP SUM $79,859.17 4,791.55$ 0.06 4,791.55$
25 INSTALL SIGN SUPPORT 6 EACH $80.25 481.50$ 3 240.75$
26 STORM DRAIN INLET PROTECTION 11 EACH $90.95 1,000.45$ 12 1,091.40$
27 STABILIZED CONSTRUCTION EXIT 0.06 LUMP SUM $5,200.33 312.02$ 0.06 312.02$
28 COMMON TOPSOIL BORROW (LV)30 CU YD $47.06 1,411.80$ 60 2,823.60$
29 SEEDING 0.15 ACRE $374.47 56.17$ 0.15 56.17$
30 SEED MIXTURE 25-131 25 POUND $3.20 80.00$ 25 80.00$
31 HYDRAULIC NATURAL TACKIFIER 533 SQ YD $0.75 399.75$ 533 399.75$
32 EROSION CONTROL 0.06 LUMP SUM $3,210.00 192.60$ 0.06 192.60$
33 PAVEMENT MESSAGE EPOXY 71 SQ FT $5.73 406.83$ 71 406.83$
34 4" SOLID LINE EPOXY 240 LIN FT $0.31 74.40$ 280 86.80$
35 24" SOLID LINE EPOXY 70 LIN FT $6.88 481.60$ 29 199.52$
36 4" BROKEN LINE EPOXY 1,150 LIN FT $0.31 356.50$ 1,100 341.00$
37 4" DOUBLE SOLID LINE EPOXY 2,250 LIN FT $0.62 1,395.00$ 2,044 1,267.28$
38 CROSSWALK EPOXY 324 SQ FT $3.67 1,189.08$ 324 1,189.08$
210,633.96$ 247,107.66$
BID SCHEDULE "E" - S.A.P. 204-154-001 - EVANS STREET
Total Bid Schedule "E"
FINAL PAYMENT
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 6
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.44 LUMP SUM $80,250.00 35,310.00$ 0.44 35,310.00$
2 CLEARING 0.1 ACRE $21,698.20 2,169.82$ 0.1 2,169.82$
3 CLEARING 2 TREE $183.37 366.74$ 5 916.85$
4 GRUBBING 0.1 ACRE $14,363.70 1,436.37$ 0.1 1,436.37$
5 GRUBBING 3 TREE $103.91 311.73$ 5 519.55$
6 REMOVE CURB AND GUTTER 2,629 LIN FT $3.23 8,491.67$ 2,527 8,162.21$
7 REMOVE SEWER PIPE (STORM)166 LIN FT $11.05 1,834.30$ 166 1,834.30$
8 REMOVE CONCRETE PAVEMENT 6,942 SQ FT $2.61 18,118.62$ 6,834 17,836.74$
9 REMOVE CONCRETE WALK 990 SQ FT $2.09 2,069.10$ 757 1,582.13$
10 REMOVE BITUMINOUS PAVEMENT 5,348 SQ YD $4.43 23,691.64$ 6,207.5 27,499.23$
11 REMOVE RIPRAP 27 CU YD $38.67 1,044.09$ 27 1,044.09$
12 SAWING CONCRETE PAVEMENT (FULL DEPTH)728 LIN FT $3.16 2,300.48$ 795 2,512.20$
13 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)4767 LIN FT $1.98 9,438.66$ 8,257 16,348.86$
14 SALVAGE SIGN SUPPORT 17 EACH $37.45 636.65$ 12 449.40$
15 SALVAGE CASTING 22 EACH $110.48 2,430.56$ 16 1,767.68$
16 SALVAGE MAILBOX SUPPORT 104 EACH $37.45 3,894.80$ 114 4,269.30$
17 LANDSCAPE ALLOWANCE 1 ALLOWANCE $20,000.00 20,000.00$ 0.38 7,600.00$
18 REMOVE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 1,070.01$ 1 1,070.01$
19 SALVAGE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 1,070.01$ 1 1,070.01$
20 COMMON EXCAVATION (EV)3,707 CU YD $15.07 55,864.49$ 3,161 47,636.27$
21 SUBGRADE EXCAVATION (EV)6,113 CU YD $16.60 101,475.80$ 9,636 159,957.60$
22 WATER 250 MGAL $27.82 6,955.00$ 97 2,698.54$
23 AGGREGATE BASE CLASS 5 33 TON $26.75 882.75$ 10 267.50$
24 FULL DEPTH RECLAMATION 44993 SQ YD $1.50 67,489.50$ 45,449 68,173.50$
25 HAUL FULL DEPTH RECLAMATION (LV)10,492 CU YD $9.00 94,428.00$ 11,698 105,282.00$
26 HAUL FULL DEPTH RECLAMATION (LV)10,492 CU YD $9.00 94,428.00$ 14,358 129,222.00$
27 SHOULDER BASE AGGREGATE CLASS 2 50 TON $44.94 2,247.00$ 74.36 3,341.74$
28 MILL BITUMINOUS SURFACE (1.5")2,818 SQ YD $1.84 5,185.12$ 3,490 6,421.60$
29 MILL BITUMINOUS SURFACE 5,964 $1.03 6,142.92$ 5,774 5,947.22$
30 BITUMINOUS MATERIAL FOR TACK COAT 3,988 GALLON $2.51 10,009.88$ 4,045 10,152.95$
31 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)5,114 TON $48.75 249,307.50$ 5,074.5 247,381.88$
32 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1,117 TON $50.35 56,240.95$ 1,100.82 55,426.29$
33 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)6,618 TON $40.58 268,558.44$ 6,713.71 272,442.35$
34 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 1,241 SQ YD $13.14 16,306.74$ 1,295.1 17,017.61$
35 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 695 TON $67.92 47,204.40$ 986.93 67,032.29$
36 15" CS PIPE CULVERT 64 LIN FT $50.82 3,252.48$ 70 3,557.40$
37 12" GS PIPE APRON 1 EACH $248.58 248.58$ 1 248.58$
38 15" GS PIPE APRON 6 EACH $276.20 1,657.20$ 6 1,657.20$
39 15" RC PIPE APRON 3 EACH $828.60 2,485.80$ 3 2,485.80$
40 18" RC PIPE APRON 1 EACH $883.84 883.84$ 3 2,651.52$
41 24" RC PIPE APRON 2 EACH $1,436.25 2,872.50$ 0 -$
42 15" RC PIPE CULVERT DESIGN 3006 CLASS V 32 LIN FT $66.29 2,121.28$ 32 2,121.28$
43 12" RC PIPE SEWER DESIGN 3006 CLASS V 12 LIN FT $52.48 629.76$ 12 629.76$
44 15" RC PIPE SEWER DESIGN 3006 CLASS V 73 LIN FT $53.03 3,871.19$ 88 4,666.64$
45 18" RC PIPE SEWER DESIGN 3006 CLASS III 158 LIN FT $56.34 8,901.72$ 240 13,521.60$
46 24" RC PIPE SEWER DESIGN 3006 CLASS III 74 LIN FT $62.97 4,659.78$ -$
47 12" HDPE PIPE SEWER - DIRECTIONAL DRILLED 137 LIN FT $154.67 21,189.79$ 137 21,189.79$
48 ADJUST VALVE BOX 7 EACH $303.82 2,126.74$ 9 2,734.38$
49 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 9 LIN FT $441.92 4,012.63$ 9.08 4,012.63$
50 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 30 LIN FT $386.68 11,739.60$ 30.36 11,739.60$
51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020 4 LIN FT $718.12 3,095.10$ 4.31 3,095.10$
52 CASTING ASSEMBLY 9 EACH $524.78 4,723.02$ 10 5,247.80$
53 INSTALL CASTING 22 EACH $110.48 2,430.56$ 14 1,546.72$
54 ADJUST FRAME AND RING CASTING 7 EACH $740.22 5,181.54$ 5 3,701.10$
55 SEAL CATCH BASIN 31 EACH $155.15 4,809.65$ 26 4,033.90$
56 RANDOM RIPRAP CLASS III 25 CU YD $121.53 2,989.64$ 42.7 5,189.33$
57 GEOTEXTILE FILTER TYPE IV 86 SQ YD $5.52 474.72$ 108 596.16$
58 4" CONCRETE WALK 25 SQ FT $6.37 159.25$ 88 560.56$
59 6" CONCRETE WALK 990 SQ FT $7.44 7,365.60$ 583 4,337.52$
60 CONCRETE CURB AND GUTTER DESIGN B412 18,806 LIN FT $11.72 220,406.32$ 18,897 221,472.84$
BID SCHEDULE "F" - LOCAL FUNDING
FINAL PAYMENT
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 7
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
61 CONCRETE CURB AND GUTTER DESIGN B618 2559 LIN FT $12.79 32,729.61$ 2,401 30,708.79$
62 6" CONCRETE DRIVEWAY PAVEMENT 1,397 SQ YD $52.97 73,999.09$ 1,802.6 95,483.72$
63 7" CONCRETE DRIVEWAY PAVEMENT 106 SQ YD $77.04 8,166.24$ 94 7,241.76$
64 8" CONCRETE DRIVEWAY PAVEMENT 73 SQ YD $57.78 4,217.94$ 0 -$
65 CONCRETE DRAINAGE FLUME 61 SQ YD $115.56 7,049.16$ 50 5,778.00$
66 TRUNCATED DOMES 170 SQ FT $48.15 8,185.50$ 88 4,237.20$
67 BITUMINOUS CURB 1,710 LIN FT $2.14 3,659.40$ 2,461 5,266.54$
68 MAILBOX SUPPORT 15 EACH $101.65 1,524.75$ 10 1,016.50$
69 INSTALL MAILBOX SUPPORT 104 EACH $42.80 4,451.20$ 114 4,879.20$
70 TRAFFIC CONTROL 0.44 LUMP SUM $79,859.18 35,138.04$ 0.44 35,138.04$
71 INSTALL SIGN SUPPORT 17 EACH $80.25 1,364.25$ 12 963.00$
72 ADJUST HANDHOLE 2 EACH $428.00 856.00$ 0 -$
73 RIGID PVC LOOP DETECTOR 6'x6'4 EACH $909.51 3,638.04$ 0 -$
74 SILT FENCE, TYPE MS 2,280 LIN FT $1.87 4,263.60$ 477 891.99$
75 STORM DRAIN INLET PROTECTION 44 EACH $90.95 4,001.80$ 51 4,638.45$
76 SEDIMENT CONTROL LOG TYPE COMPOST 3450 LIN FT $1.87 6,451.50$ 2,606 4,873.22$
77 STABILIZED CONSTRUCTION EXIT 0.44 LUMP SUM $5,200.25 2,288.11$ 0.44 2,288.11$
78 CULVERT END CONTROLS 2 EACH $240.76 481.52$ 2 481.52$
79 FERTILIZER TYPE 1 2,173 POUND $1.02 2,216.46$ 1,436 1,464.72$
80 COMMON TOPSOIL BORROW (LV)1,092 CU YD $35.85 39,148.20$ 1,807 64,780.95$
81 SEEDING 7 ACRE $374.50 2,640.23$ 7.05 2,640.23$
82 SEED MIXTURE 25-131 1,549 POUND $3.20 4,956.80$ 1,549 4,956.80$
83 EROSION CONTROL BLANKETS CATEGORY 3 3,125 SQ YD $1.55 4,843.75$ 604 936.20$
84 HYDRAULIC NATURAL TACKIFIER 30,922 SQ YD $0.75 23,191.50$ 30,922 23,191.50$
85 EROSION CONTROL 0.44 LUMP SUM $3,210.02 1,412.41$ 0.44 1,412.41$
86 PAVEMENT MESSAGE EPOXY 45 SQ FT $5.73 257.85$ 45 257.85$
87 4" SOLID LINE EPOXY 2959 LIN FT $0.31 917.29$ 5,018 1,555.58$
88 24" SOLID LINE EPOXY 43 LIN FT $6.88 295.84$ 44 302.72$
89 4" BROKEN LINE EPOXY 622 LIN FT $0.31 192.82$ 600 186.00$
90 4" DOUBLE SOLID LINE EPOXY 1,180 LIN FT $0.62 731.60$ 0 -$
91 CROSSWALK EPOXY 270 SQ FT $3.67 990.90$ 0 -$
1,824,961.43$ 1,958,368.30$
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 COMMON EXCAVATION -CU YD $27.35 -623 17,039.05$
2 STABILIZING AGGREGATE (1.5" CLEAR ROCK)-TON $36.52 -327.78 11,970.53$
3 4" DRAIN TILE -LIN FT $13.13 -513 6,735.69$
4 GEOTEXTILE FABRIC -SQ YD $2.74 -5,244 14,368.56$
5 GRANULAR BORROW -CU YD $17.70 -994 17,593.80$
6 RECYCLE CLASS 5 -TON $18.31 -202.22 3,702.65$
7 ADDITIONAL TREE CLEARING NORFOLK STREET -LS $3,080.00 -1.00 3,080.00$
8 RESTORATION AT 19218 LOWELL CIRCLE -LS $2,024.55 -1.00 2,024.55$
76,514.83$
BID SCHEDULE "F" - LOCAL FUNDING - CONTINUED
Total Bid Schedule "F"
SCHEDULE G - LOCAL FUNDING FIELD CHANGE DIRECTIVE
FINAL PAYMENT
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 8
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 1 LUMP SUM $2,396.86 2,396.86$ 1 2,396.86$
2 REMOVE CONCRETE CURB AND GUTTER 70 LIN FT $17.83 1,248.10$ 173 3,084.59$
3 MILL BITUMINOUS SURFACE 7800 SQ YD $1.98 15,444.00$ 7,803 15,449.94$
4 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)1320 TON $52.38 69,141.60$ 1,227.22 64,281.78$
5 BITUMINOUS MATERIAL FOR TACK COAT 750 GAL $3.07 2,302.50$ 630 1,934.10$
6 ADJUST VALVE BOX 12 EACH $76.46 917.52$ 8 611.68$
7 ADJUST MANHOLE 6 EACH $195.49 1,172.94$ 14 2,736.86$
8 CONCRETE CURB AND GUTTER 70 LIN FT $31.28 2,189.60$ 173 5,411.44$
9 STORM DRAIN INLET PROTECTION 20 EACH $140.23 2,804.60$ 19 2,664.37$
10 TRAFFIC CONTROL 1 LUMP SUM $1,348.36 1,348.36$ 1 1,348.36$
11 COMMON TOPSOIL BORROW (LV)30 CU YD $52.32 1,569.60$ 20.5 1,072.56$
12 TURF ESTABLISHMENT 1 LUMP SUM $1,186.56 1,186.56$ 1 1,186.56$
102,179.10$
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 1.5" MILL FULL WIDTH 13,156.00 SQ YD $1.12 14,734.72$ 13,156 14,734.72$
2 1.5" 12.5 WEAR 240B 1140 TON $51.30 58,482.00$ 1,178 60,431.40$
3 TACK COAT 1105 GAL $3.08 3,403.40$ 620 1,909.60$
4 4" DOUBLE SOLID LINE YELLOW EPOXY 3448 LIN FT $0.85 2,930.80$ 3,798.00 3,228.30$
5 4" SOLID LINE WHITE EPOXY 530 LIN FT $0.43 227.90$ 455 195.65$
6 STOP BARS 78 LIN FT $11.30 881.40$ 94 1,062.20$
7 CROSSWALK BLOCKS EPOXY 288 SQ FT $6.03 1,736.64$ 504 3,039.12$
8 TRAFFIC CONTROL 1 LUMP SUM $810.12 810.12$ 1 810.12$
85,411.11$
SUMMARY OF WORK COMPLETED TO DATE
460,720.25$ 476,450.83$
500,287.45$ 560,800.83$
581,585.06$ 641,920.15$
199,447.07$ 203,942.55$
210,633.96$ 247,107.66$
1,824,961.43$ 1,958,368.30$
Schedule "G"76,514.83$
Schedule "H"102,179.10$
Schedule "I"85,411.11$
4,352,695.36$
Bid Schedule "B"
SCHEDULE H - CHANGE ORDER #1
SCHEDULE I - CHANGE ORDER #2
Bid Schedule "A"
Bid Schedule "C"
Bid Schedule "D"
Bid Schedule "E"
Bid Schedule "F"
TOTAL WORK COMPLETED TO DATE
QBOLTON
& MENK
Real People. Real Solutions.
August 28, 2018
Mr. Justin Femrite, P.E.
City Engineer
City of Elk River
13065 Orono Parkway
Elk River, MN 55330
RE: Elk River W WTF
WWTF Improvements Project
Project No.: T21.106811
Dear Justin:
12224 Nicollet Avenue
Burnsville, MN 55337-1649
Ph: 19521890-0509
Fax: 19521890-8065
Bolton-Menk.com
Please find enclosed Pay Application No. 33, the final pay application for the above referenced project.
Also enclosed is the Consent of Surety, IC -134s and lien waivers. I have reviewed the Pay Application
and associated documents and find it to be complete and in order. I recommend that payment be made in
the amount shown. If you agree, please sign and return one signed copy to the Contractor with payment
and one to me for our files.
If you have any questions on the above, please call.
Sincerely,
BOLTON & MENK, INC.
Seth A. PetersoOP.E.
Project Manager
Cc: Tej Bala, Bolton & Menk, Inc.
Enclosures
- Pay Application 33 —Final
- Consent of Surety
IC —134s
- Lien Waivers
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