5/15/2020
2020 Sewer Replacement Project
220 Sewer -r Replacement Project (1FB0779-021220)
SSS 2)? Vater Street: ee SUR Change Order Estimate
ltem No. | Units liem Description SME Shanes Sader, Quantity) Units Pelee Per Cann
1B LF {Remove Existing Sewer and Replace with 8" of 10" Sewer or Drain Pipe > to 13" Depth $ £00.00 20 LF |$ 2,000.00
1c LF Remove Existing Sewer and Replace with 12" Sewer or Drain Pipe 0 to 9 Depth $ E10.00 100 LF 3 1),000.00
Ip LF |Renmove Existing Sewer and Replace with 12" Sewer or Drain Pipe >9' to 13’ Depth $ 175.00 317 LF |$ 55,475.00
IBB LF Remove Existing Sewer and Replace with 12" Sewer or Drain Pipe >9' to 13’ Depth (BRIDGE) $ 350,00 104 LF $ 36,400.00
11 LF |Remove and Replace Existing Sewer Service with 6" Sewer Service All Depths $ 100,00 120 LF | $ 12,000.00
3 VF |6" Pye Chimney $ 150,00 20 VF $ 3,000-00
4A EA [8"x6", 10"x6", or 12°x6" PVC Wye $ 1,500.00 13 EA |$ 19,500.00
4c EA 12"x10", 15"x10", 18%%10" of 18"x12" PYC Wye 3 1,750,600 3 EA $ 5,250.00
4B EA Core Existing Sewer Manhole for 12", 15", or 18" PVC SDR-35 Pipe $ 750,00 ] EA $ 750.00
5A VF [Replace or Construct Sewer Manhole (4-foot Dia) $ 605,00 28 VF [$= 16,940,00
5B VF [Replace or Construct Sewer Manhole (5-foot Dia) 3 -
5B-B VF [Replace or Construct Sewer Manhole (5-foot Dia) (BREDGE} $ 1,500.00 12 VF | $ 18,000.00
5D VF [Sewer Manbaie Interna] yop Assembly $ 100.00 8 VF LS 800.00
5G EA Connect New Sewer to Existing Sewer Manhole with Existing Hole $ 750,00 1 EA i$ 750.00
5H EA —_| Connect Existing Sewer Line or Drain Lateral to New Sewer Manhoie $ — 1,500,00 3 EA 18 4,500.00
7 CY — |Flowable Mil For Pipe Abandoned In Place $ 200.00 4.5 cy {$ 900.00
BA CY — |Crushed Gravel $ 30.00 220 cy [$ 6,600.00
8B SY [Temporary Bituminous Pavement Patch including 18" Crashed Gravel Base 5 35,00 590 sy |§ 20,656.00
sc TON — |Hat Bituminous Pavement (Permanent Binder and Base Courses) 3 175,.00.| 290 TON | 3 50,750.00
8D LF — |Sawed Bituminous Pavement s 1.25 | 2,800 LF [8 3,500.00
SE CY = |Unclassificd Excavation $ 27.50 666 cy [3 18,156.00
A SY — |2" Bituminous Sidewalk Repair Including Crushed Gravel Base § 50.00 32 SY |3$ 1,600.00
10A LE Reset Granite Curb 5 25,00 52 LF $ 1,360,00
10C LF New Granite Curb (Sloped) § 40,00 8 LF |§ 320,00
11 SY Loam and Seed (6-Inch Depth) $ 25,00 30 SY $ 2,000,00
12 EA Silt Sack § 100,00 6 EA 3 606,00
13 LS __|Mobilization $40,000.00 1 LS | 3 40,000.00
14 Allow |Uniformed Police Officers $ 10,060,00 Allowance $ 10,000.00
15 HR [Flaggers $ 25.50 300 BR |S 7,650.00
16 LS Mai of Traffic $ 8,000.00 I LS $ 8,000.00
VW Allow [Avlowance for Unanticipated Hazardous Materials $ 5,000.00 Allowance $5,000.00
19 HR ENight Work Ordered by City $ 175,00 100 | HR [$ 17,500.00
20 Allow {Dewatering § 25,000.00 Allowance $ 25,000.00
20 Allow PwW Water Relocation $ 126,820.00 Allowance $ 126,820.00
TOTAL ESTIMATE FOR WATER STREET SUR's Estimate - Total: | $ 532,705.00
We expect that the infrastructure on Water Street will be completed above the existing water table, If ground water fs encountered this will present a
chang vin conditions and we will | negotiate compensation based on actual conditions,
“Amberst Street (Vernon to Beacon):
Item No,| Units Item Description
LF Sewer and 15" Sewer or to 115,
and Sewer Service with 6" Sewer Service AlE $100.00 $20,000.00
15"101 Point
15"x6” or 18"x6" PVC 1,650.00 a 14,850.00
to .
CY Gravel 00 . 400.00
31 00
Pavement 7.
750.00
EA
EA
AL ESTIMATED COST FOR AMHERST STREET 31
' a . . Price Per Change
Units Item Description Prices Quantity} Units Request
8" or 10" or Drain 0' to 9 105.00 LF 150.00
LF Sewer and with 15" Sewer or Drain Oto 115.00 LF $45,425.00
LF and Sewer Service with 6" AH 100,00 LF
BA 15" to 18" Sewer Point 00 EA $5
EA _{15°x6" of 18"x6" PVC 66 BA
BA [12"x10", ES"x 10", 18" EO" of 18x12" PVC 750.00 EA
VF or Construct Sewer Manhole (4-feat Dia 00 VF
with EA
VF or Construct Catch Basin (7 CBs . VF