19-105869-00-SU-Exhibit #003-BondAmount Calc Amount-12-11-2020-V1
Unit Price ($)Unit Qty.Cost($)Qty.Cost($)
EROSION/SEDIMENT CONTROL
Backfill & compaction - embankment 6.50 CY 0.00 0.00
Check dams, 4" minus rock 78.00 EA 0.00 0.00
Crushed surfacing, 1 1/4" minus 98.00 CY 0.00 0.00
Ditching 8.00 CY 0.00 0.00
Excavation - bulk 3.00 CY 0.00 0.00
Fence, silt 2.00 LF 0.00 0.00
Fence, temporary (NGPE)2.00 LF 0.00 0.00
Hydroseeding 1.00 SY 0.00 0.00
Jute Mesh 2.00 SY 0.00 0.00
Mulch, by hand, 3" deep 3.00 SY 0.00 0.00
Mulch, by maching, 2" deep 1.00 SY 0.00 0.00
Piping, temporary, CPP, 6"12.50 LF 0.00 0.00
Piping, temporary, CPP, 8"19.00 LF 0.00 0.00
Piping, temporary, CPP, 12"24.00 LF 0.00 0.00
Plastic covering, 6mm thick, sandbagged 3.00 SY 0.00 0.00
Rip Rap, machine placed; slopes 50.00 CY 0.00 0.00
Rock Construction Entrance, 50'x15'x1'1,800.00 EA 0.00 0.00
Rock Construction Entrance, 100'x15'x1'3,600.00 EA 0.00 0.00
Sediment pond riser assembly 3,050.00 EA 0.00 0.00
Sediment trap, 5' high berm 21.00 LF 0.00 0.00
Sed. Trap, 5'high, riprap spillway berm section 79.00 LF 0.00 0.00
Seeding, by hand 1.00 SY 0.00 0.00
Sodding, 1" deep, level ground 8.00 SY 0.00 0.00
Sodding, 1" deep, sloped ground 9.50 SY 0.00 0.00
TESC Supervisor 84.00 HR 0.00 0.00
Water truck, dust control 130.00 HR 0.00 0.00
WRITE-IN ITEMS
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
CITY OF FEDERAL WAY DEVELOPMENT SERVICES BOND QUANTITIES WORKSHEET
ESC SUBTOTAL (C):
Project Name:
Permit No.:
Site Address:
On-Site Public
Improvements
Improvements to
Existing ROW
Updated 12/2019 1
Graceland Short Plat
20-101562-00-SM
37325 8th Ave S, Federal Way, WA
WORK QUANTITY CALCULATION IS ATTACHED AT END.
Page 1 of 7
GENERAL ITEMS
Backfill & Compaction- embankment 8.00 CY 0.00 0.00
Backfill & Compaction- trench 11.00 CY 0.00 0.00
Clear/Remove Brush, by hand 2,363.00 Acre 0.00 0.00
Clearing/Grubbing/Tree Removal 13,000.00 Acre 0.00 0.00
Excavation - bulk 2.50 CY 0.00 0.00
Excavation - Trench 5.00 CY 0.00 0.00
Fencing, chain link, vinyl coated, 6' high 18.00 LF 0.00 0.00
Fencing, chain link, gate, vinyl coated, 20' 1,563.00 Each 0.00 0.00
Fill & compact - common barrow 27.00 CY 0.00 0.00
Fill & compact - gravel base 30.00 CY 0.00 0.00
Fill & compact - screened topsoil 62.00 CY 0.00 0.00
Grading, fine, by hand 2.00 SY 0.00 0.00
Grading, fine, with grader 1.25 SY 0.00 0.00
Monuments with case, 18" long 104.00 Each 0.00 0.00
Sensitive Areas Sign 20.00 Each 0.00 0.00
Pond Sign 100.00 Each 0.00 0.00
Surveying, line & grade 850.00 Day 0.00 0.00
Surveying, lot location/lines 1,800.00 Acre 0.00 0.00
Traffic control crew ( 2 flaggers )98.00 HR 0.00 0.00
Wall, retaining, concrete 66.00 SF 0.00 0.00
Wall, rockery 13.00 SF 0.00 0.00
0.00 0.00
STREET IMPROVEMENT
AC Grinding, 4' wide machine < 1000sy 35.00 SY 0.00 0.00
AC Grinding, 4' wide machine 1000-2000sy 8.50 SY 0.00 0.00
AC Grinding, 4' wide machine > 2000sy 2.50 SY 0.00 0.00
AC Removal/Disposal 60.00 SY 0.00 0.00
Barricade, type III ( Permanent )55.00 LF 0.00 0.00
Curb & Gutter, vertical 15.00 LF 0.00 0.00
Curb and Gutter, demolition and disposal 20.00 LF 0.00 0.00
Curb, extruded concrete 4.50 LF 0.00 0.00
Sawcut, asphalt, 3" depth 3.50 LF 0.00 0.00
Sawcut, concrete, per 1" depth 3.00 LF 0.00 0.00
Sealant, asphalt 2.00 LF 0.00 0.00
Shoulder, AC, ( see AC road unit price )20.00 SY 0.00 0.00
Shoulder, gravel, 4" thick 11.00 SY 0.00 0.00
Sidewalk, 4" thick 40.00 SY 0.00 0.00
Sidewalk, 4" thick, demolition and disposal 36.00 SY 0.00 0.00
Sidewalk, 6" thick (Round-about, Cul-de-Sac)45.00 SY 0.00 0.00
Sidewalk, 6" thick, demolition and disposal 45.00 SY 0.00 0.00
Sign, handicap 100.00 Each 0.00 0.00
Sign, roadway 350.00 Each 0.00 0.00
Striping, thermoplastic, ( for crosswalk )3.50 SF 0.00 0.00
Striping, 4" reflectorized line 0.40 LF 0.00 0.00
0.00 0.00SUBTOTAL:
SUBTOTAL:
Updated 12/2019 2
818 LF 2,863.00
167SY 1,837.00
Page 2 of 7
STREET SURFACING
Additional 2.5" Crushed Surfacing 6.00 SY 0.00 0.00
HMA 1/2" Overlay, 1.5" deep 14.00 SY 0.00 0.00
HMA 1/2" Overlay 2" deep 18.00 SY 0.00 0.00
HMA Road, 0.25', 8" rock, First 2500 SY 28.00 SY 0.00 0.00
HMA Road, 0.25', 8" rock, Qty. over 2500 SY 21.00 SY 0.00 0.00
HMA Road, 0.30', 9" Rock, First 2500 SY 42.00 SY 0.00 0.00
HMA Road, 0.3', 9" Rock, Qty Over 2500 SY 35.00 SY 0.00 0.00
HMA Road 0.30', 0.50 ATB, First 2500 SY 33.00 SY 0.00 0.00
HMA Road 0.30', 0.50 ATB, Over 2500 SY 30.00 SY 0.00 0.00
HMA Road, 0.50', 0.50 ATB, First 2500 SY 45.00 SY 0.00 0.00
HMA Road, 0.50', 0.50 ATB, Over 2500 SY 42.00 SY 0.00 0.00
HMA Road, 0.30', 0.85' Class E & 0.50 CSTC 55.00 SY 0.00 0.00
HMA 3/4" or 1", 4" Depth 20.00 SY 0.00 0.00
Gravel Road, 4" rock, First 2500 SY 15.00 SY 0.00 0.00
Gravel Road, 4" rock, Qty. over 2500 SY 10.00 SY 0.00 0.00
Gravel Road, 4" rock, First 2500 SY 15.00 SY 0.00 0.00
Gravel Road, 4" rock, Qty. over 2500 SY 10.00 SY 0.00 0.00
Thickened Edge 11.00 LF 0.00 0.00
0.00 0.00
DRAINAGE
Pond Access Road 26.00 SY 0.00 0.00
Bollards - fixed 240.74 Each 0.00 0.00
Bollards - removable 452.34 Each 0.00 0.00
* (CBs include frame and lid)
Beehive 90.00 Each 0.00 0.00
CB Type I 1,650.00 Each 0.00 0.00
CB Type IL 1,850.00 Each 0.00 0.00
CB Type II, 48" diameter 2,550.00 Each 0.00 0.00
for additional depth over 4' 650.00 FT 0.00 0.00
CB Type II, 54" diameter 2,700.00 Each 0.00 0.00
for additional depth over 4'600.00 FT 0.00 0.00
CB Type II, 60" diameter 2,900.00 Each 0.00 0.00
for additional depth over 4'750.00 FT 0.00 0.00
CB Type II, 72" diameter 4,000.00 Each 0.00 0.00
for additional depth over 4'900.00 FT 0.00 0.00
Through-curb Inlet Framework (Add)550.00 Each 0.00 0.00
Cleanout, PVC, 6"250.00 Each 0.00 0.00
Cleanout, PVC, 8"300.00 Each 0.00 0.00
Roof Drain, PVC, 6"17.00 LF 0.00 0.00
Storm Main, ADS N-12, 8"25.00 LF 0.00 0.00
Storm Main, ADS N-12, 12"30.00 LF 0.00 0.00
Storm Main, ADS N-12, 15"35.00 LF 0.00 0.00
Storm Main, ADS N-12, 18"45.00 LF 0.00 0.00
Storm Main, ADS N-12, 24"55.00 LF 0.00 0.00
SUBTOTAL:
(4" Rock = 2.5 base & 1.5" top course; 9 1/2" Rock= 8" base & 1.5" top course)
Updated 12/2019 3
470SY 21,150.00
Page 3 of 7
Culvert, Concrete, 8"36.00 LF 0.00 0.00
Culvert, Concrete, 12"43.00 LF 0.00 0.00
Culvert, Concrete, 15"52.00 LF 0.00 0.00
Culvert, Concrete, 18"55.00 LF 0.00 0.00
Culvert, Concrete, 24"85.00 LF 0.00 0.00
Ditching 12.00 CY 0.00 0.00
Flow Dispersal Trench (1,436 base+)40.00 LF 0.00 0.00
French Drain (3' depth)39.00 LF 0.00 0.00
Geotextile, laid in trench, polypropylene 5.00 SY 0.00 0.00
Mid-tank Access Riser, 48" dia, 6' deep 2025.00 Each 0.00 0.00
Pond Overflow Spillway 18.00 SY 0.00 0.00
Restrictor/Oil Separator, 12"1500.00 Each 0.00 0.00
Restrictor/Oil Separator, 15"1550.00 Each 0.00 0.00
Restrictor/Oil Separator, 18"1680.00 Each 0.00 0.00
Riprap, placed 52.00 CY 0.00 0.00
Tank End Reducer (36" diameter)1280.00 Each 0.00 0.00
Trash Rack, 12"320.00 Each 0.00 0.00
Trash Rack, 15"325.00 Each 0.00 0.00
Trash Rack, 18"350.00 Each 0.00 0.00
Trash Rack, 21"375.00 Each 0.00 0.00
0.00 0.00
UTILITY POLES & STREET LIGHTING
Utility Pole(s) Relocation Lump Sum 0.00 0.00
Street Light Poles w/Luminaires 10,000.00 Each 0.00 0.00
Traffic Signal and Appurtenances Bid Price 0.00 0.00
Rectangular Rapid Flashing Beacon (RRFB)Bid Price 0.00 0.00
0.00 0.00
LANDSCAPING & VEGITATION
Street Trees 500.00 Each 0.00 0.00
Sod, Planter Strip 10.00 SY 0.00 0.00
Topsoil Type A (imported)30.00 CY 0.00 0.00
Trail, 4" chipped wood 9.00 SY 0.00 0.00
Trail, 4" top course 9.50 SY 0.00 0.00
Right-of-Way Landscaping, other LS 0.00 0.00
0.00 0.00
WRITE-IN-ITEMS
(Such as detention/water quality vaults.)
Stormwater Quality Vault 380,000.00 Each 0.00 0.00
Block Wall 16 SY 0.00 0.00
Yard Drain 225 CY 0.00 0.00
0.00 0.00SUBTOTAL:
Utility pole relocation costs must be accompanied by Franchise Utility's Cost Estimate
SUBTOTAL:
SUBTOTAL:
SUBTOTAL:
Updated 12/2019 4
1 Each 10,000.00
Page 4 of 7
TOTAL:(A)0.00 (B)0.00
0.00
0.00
0.00
0.00
0.00
$0.00
PERFORMANCE AMOUNT (70% OF BOND TOTAL):$0.00
MAINTENANCE AMOUNT (30% OF BOND TOTAL):$0.00
$0.00 $500.00 (Min., if 5% is < $500.00)
$0.00
$0.00
$0.00
EROSION/SEDIMENT CONTROL (Total C):
TOTAL BOND AMOUNT:
Up to $20,000 (5%):
$20,001 to $50,000 (4%):
20% CONTINGENCY:
ADMINISTRATIVE DEPOSIT AMOUNT (% OF BOND TOTAL)
$100,000 and up (2.5%):
$50,001 to $100,000 (3%):
EXISITNG PUBLIC ROADWAY IMPROVEMENTS (Total A):
FUTURE PUBLIC ROADWAY IMPROVEMENTS (Total B):
MOBILIZATION (10%):
SUBTOTAL (A + B + C + Mobilization):
Updated 12/2019 5
35,870.00
4% 1,434.00
Page 5 of 7
WORK QUANTITIES
1.Saw Cut: 518 ft on 373th St and 300 ft on 8th Ave =818ft
2.HMA ½”,AC :
1.373th St side walkway: (2 ft + 5ft) x 518 ft / 9 sf (SY) = 403 SY
2.8th Ave side: 2ft x 300ft/9sf = 67 SY
Total Area of SY =470 SY
3.Crushed Rock Shoulder at 8th Ave: 5ft x 300ft/9sf = 167 SY
4. Single Street Lighting at the intersection of 8th Ave and S 373th St: 1 EA
Street Lighting
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