Amendment 0001 - Pricing Schedule.pdf
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- Attached to
- Sacramento River East Levee (SREL) Contract 1
- Solicitation number
- W9123820B0003
About this file
This document includes a pricing schedule amendment and related federal contract opportunity notice for levee repair work along the Sacramento River East Levee in California. The pricing schedule amendment provides estimated quantities, unit prices, and total prices for various line items required to complete cutoff wall construction, levee degradation and reconstruction, erosion repairs, utility relocations, and other work along three miles of the levee. The federal contract opportunity seeks bids to provide all necessary labor, materials, equipment, and supervision to finish all work within one construction season by October 2020 in accordance with the drawings and specifications. The Army Corps of Engineers district in Sacramento will award a contract for repairing the levee through cutoff walls, stability berms, erosion protections, and related improvements while coordinating with local agencies and protecting adjacent properties.
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Pricing Schedule - American River Common Features 2016 - Sacramento River East Levee, Contract 1
Page 1 of 15 AMD - 01
CLIN 0001 - CUTOFF: SB Wall to (-35' to -30') Stations: 1199+00 - 1207+75 (875')
Contract Line
Item No.
Item Description Estimated
Quantity Unit Unit Price Total Price
1.1 Mobilization and
Demobilization 1 JOB $ $
1.2 Traffic Control 1 JOB $ $
1.3 Storm Water Pollution
Control 1 JOB $ $
1.4 Vibration Monitoring 1 JOB $ $
1.5 Clearing and Grubbing* 1.5 AC $ $
1.6 Tree Stump Removal 11 EA $ $
1.7 Stripping* 1,192 CY $ $
1.8 Remove Asphalt
Concrete* 990 SY $ $
1.9 Remove Stairway and Foundations, and Restore Levee Slope
1 EA
1.10 Levee Excavation (Levee Degrade and Cutoff Trench)*
15,998 CY
1.11 SB Cutoff Wall* 59,314 SF $ $
1.12 Levee Embankment Fill
(Soil Type 1)* 15,299 CY $ $
1.13 Class 2 Aggregate Base* 670 TN $ $
1.14 Asphalt Concrete Paving* 190 TN $ $
1.15 Striping* 1,040 LF $ $
1.16 Erosion Control Seeding* 1.5 AC $ $
TOTAL $
NOTE: AC is acre, CY is cubic yard, TN is ton, SF is square Foot, and SY is square yard.
*Indicates quantity is estimated and subject to Federal Acquisition Regulation clause 52.211-18 Variation in Estimated Quantity.
Bold Italic font signifies revised or newly added information
Page 2 of 15 AMD - 01
CLIN 0002 - CUTOFF: DMM Wall to (-95' to -15')
Stations: 1282+90 - 1300+80 (1790')
Item No.
Item Description Estimated Quantity
Unit Unit Price Total Price
2.1 Mobilization and
Demobilization
1 JOB $ $
2.2 Traffic Control 1 JOB $ $
2.3 Storm Water Pollution
Control
1 JOB $ $
2.4 Vibration Monitoring 1 JOB $ $
2.5 Clearing and Grubbing* 5.4 AC $ $
2.6 Tree Stump Removal 2 EA $ $
2.7 Stripping * 4,363 CY $ $
2.8 Remove Stairway 5 EA $ $
2.9 Remove Aggregate
Surfacing*
3,978 SY $ $
2.10 Remove and Dispose
Existing Standpipe (STA 1291+35)
1 JOB $ $
2.11 Levee Excavation (Levee
Degrade and Cutoff Trench)*
13,058 CY $ $
2.12 DMM Cutoff Wall* 204,830 SF $ $
2.13 Levee Embankment Fill
(Soil Type 1)*
12,074 CY $ $
2.14 Class 3 Aggregate
Surface Course*
1,547 TN $ $
2.15 Erosion Control Seeding* 5.4 AC $ $
TOTAL $
Page 3 of 15 AMD - 01
CLIN 0003 - CUTOFF: DMM Wall to (-105') Stations: 1534+00 - 1547+50 (1,350')
Line Item
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
3.1 Mobilization and
Demobilization 1 JOB $ $
3.2 Traffic Control 1 JOB $ $
3.3 Storm Water Pollution
Control 1 JOB $ $
3.4 Vibration Monitoring 1 JOB $ $
3.5 Clearing and Grubbing * 2.7 AC $ $
3.6 Stripping * 1,319 CY $ $
3.7 Remove Asphalt
Concrete* 740 SY $ $
3.8 Remove Aggregate
Surfacing* 1,579 SY $ $
3.9 Remove and Dispose Grouted 8" Pipe (STA 1534+81)
1 JOB
3.10 Remove and Dispose 6" Steel Irrigation Pipe
(STA 1540+27)
JOB $ $
3.11 Remove and Replace 3" Electrical Conduit (STA 1549+54)
JOB $ $
3.12
Remove and Dispose 8" Steel Pipe Encased in Concrete (STA 1547+61)
JOB $ $
3.13 Levee Excavation (Levee Degrade and Cutoff Trench)*
7,040
CY $ $
3.14 DMM Cutoff Wall* 166,500 SF $ $
3.15 Levee Embankment Fill
(Soil Type 1)* 7,332 CY $ $
3.16 Class 3 Aggregate
Surface Course* 1,141 TN $ $
3.17 Erosion Control
Seeding* 2.7 AC $ $
Page 4 of 15 AMD - 01
CLIN 0004 - CUTOFF: SB Wall and SCCB Wall to (-55' to -30') Stations: 1547+20 - 1640+00 (9,260')
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
4.1 Mobilization and
Demobilization 1 JOB $ $
4.2 Traffic Control 1 JOB $ $
4.3 Storm Water Pollution
Control 1 JOB $ $
4.4 Vibration Monitoring 1 JOB $ $
4.5 Clearing and
Grubbing* 18.5 AC $ $
4.6 Stripping* 9,488 CY $ $
4.7 Remove Asphalt
Concrete* 8,637 SY $ $
4.8 Remove Concrete Retaining Wall (STA 1549+80)
JOB $ $
4.9 Remove Aggregate
Surfacing* 1,111 SY $ $
4.10 Remove Curb* 78 LF $ $
4.11 Remove and Dispose - Irrigation Line
(STA 1552+10)
JOB $ $
4.12
Remove and Dispose Abandoned 2" Electrical Conduit
(STA 1634+00)
JOB $ $
4.13
Remove and Dispose Abandoned 10" Steel Electrical Pipe
(STA 1635+16)
JOB $ $
4.14 Remove and Dispose Abandoned Irr Pipe
(STA 1635+16)
1 JOB
4.15
Remove and Dispose of Irrigation systems (STA 1549+89 to
1557+50) 1 JOB $ $
4.16
Remove and Dispose - Abandoned 12" Steel Irrigation Line
(STA 1571+84)
1 JOB
Page 5 of 15 AMD - 01
4.17 Remove and Dispose Irrigation Line
(STA 1576+52)
1 JOB
4.18 Remove and Dispose - 2" PVC Within Levee Crest (STA 1579+50)
1 JOB
4.19 Remove and Dispose 4" Irrigation Pipe
(STA 1613+07)
1 JOB
4.20
Remove and Dispose Existing Pipe, Details Unknown
(STA 1554+44)
1 JOB
4.21 Remove and Dispose Abandoned 4" Pipe Riser (STA 1613+48)
1 JOB
4.22 Remove and Dispose Chain Posts (STA 1550+20 - 1554+20)
87 EA
4.23 Median Curb, Type 14
A* 480 LF $ $
4.24 Remove and Replace
Concrete Median*
84 LF $ $
4.25
Remove and Dispose Stairway and Foundations, and Restore Levee Slope
5 EA
4.26 Remove and Replace Concrete Walkway with Handrail
1 JOB
4.27
Remove and Replace 1.25" Galvanized Steel Electrical Conduit
(STA 1552+68)
1 JOB
4.28 Remove and Replace
Pipe Gate 3 EA $ $
4.29 Remove and Replace
Sign 2 EA $ $
4.30 Remove and Dispose
Abandoned Gate Posts 3 EA $ $
4.31 Remove and Dispose
Monitoring Well 1 JOB $ $
4.32 Levee Excavation (Levee Degrade and Cutoff Trench)*
90,802 CY
4.33 SB Cutoff Wall* 613,640 SF $ $
4.34 SCCB Cutoff Wall* 120,000 SF $ $
Page 6 of 15 AMD - 01
4.35 Levee Embankment
Fill (Soil Type 1)* 92,402 CY $ $
4.36 Class 2 Aggregate
Base* 7,800 TN $ $
4.37 Asphalt Concrete
Paving*
2,162
2,169 TN $ $
4.38 Handicap Ramp per COS Std Drawing T-71
1 EA
4.39 Curb (Type 3)* 151 LF $ $
4.40 Traffic Rated Vault
and Cover 1 EA $ $
4.41 Temporary Railing
(Type K) 1 EA $ $
4.42 Traffic Sign 14 EA $ $
4.43 Striping*
2,250
2,420 LF $ $
4.44 Garcia Bend Traffic
Markings 1 JOB $ $
4.45 Erosion Control
Seeding
18.5 AC $ $
4.46 Temporary
Delineators 17 EA $ $
Page 7 of 15 AMD - 01
CLIN 0005 - EROSION REPAIR: PL 84-99 SITE 0441-21
Stations: 1274+55 - 1274+85 (30')
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
5.1 Mobilization and
Demobilization 1 JOB $ $
5.2 Storm Water Pollution
Control 1 JOB $ $
5.3 Clearing and
Grubbing* 0.1 AC $ $
5.4 Stripping* 15 CY $ $
5.5 Levee Excavation And
Disposal (Offsite)* 90 CY $ $
5.6 Soil-Filled Quarry
Stone* 90 CY $ $
5.7 Erosion Control
Seeding* 0.1 AC $ $
Page 8 of 15 AMD - 01
CLIN 0006 - EROSION REPAIR: PL 84-99 SITE 0441-23
Stations: 1578+75 - 1579+25 (50')
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
6.1 Mobilization and
Demobilization 1 JOB $ $
6.2 Storm Water Pollution
Control 1 JOB $ $
6.3 Clearing and
Grubbing* 0.1 AC $ $
6.4 Tree Removal 1 JOB $ $
6.5 Stripping* 40 CY $ $
6.6 Quarry Stone* 1,230 TN $ $
6.7 Soil-Filled Quarry
Stone* 730 CY $ $
6.8 Coir Fabric* 190 SY $ $
6.9 Soil Fill Material* 50 CY $ $
6.10 Levee Embankment
Fill (Soil Type 2)* 10 CY $ $
6.11 Class 2 Aggregate
Base* 200 TN $ $
6.12 Erosion Control
Seeding* 0.2 AC $ $
Page 9 of 15 AMD - 01
OPTION ITEMS
OPTION ITEM 1
OPTIONAL CLIN 1001 1003 – BERM: Seepage Berm Stations: 1125+52 – 1130+00 (448’)
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
1003.1 1001.1
Mobilization & Demobilization 1 JOB $ $
1003.2
1001.2 Traffic Control 1 JOB $ $
1003.3 1001.3
Storm Water Pollution Control 1 JOB $ $
1003.4
1001.4 Vibration Monitoring 1 JOB $ $
1003.5 1001.5
Clearing and Grubbing* 2.1 AC $ $
1003.6
1001.6 Tree Stump Removal 71 EA $ $
1003.7
1001.7 Stripping* 1,718 CY $ $
1003.8 1001.8
Remove and Dispose
– Concrete Encased Storm Drain Lines and Headwall (STA 1127+42 – 1127+61)
1 JOB
1003.9 1001.9
Remove and Dispose - Abandoned Gas Main
(STA 1126+50 –
1130+20)
1 JOB
1003.10 1001.10
Remove and Dispose
– Existing Rails, Ties and Ballast (STA 1126+00 – 1130+50)
1 JOB
1003.11 1001.11
Remove and Replace Chain Link Fence* 740 LF $ $
1003.12 1001.12
Levee Embankment Fill (Soil Type 2)* 12,700 CY $ $
1003.13
1001.13 18” Storm Drain* 660 LF $ $ 1003.14 1001.14
Type G2 Drainage Inlet (STA 1128+18) 1 EA $ $
1003.15 1001.15
OMPI Steel Pipe Inlet
(STA 1124+96, STA
1127+09, STA
1130+20)
3 EA
Page 10 of 15 AMD - 01
1003.16 1001.16
Drainage Swale (STA
1126+89 – 1128+18)* 280 LF $ $
1003.17 1001.17
16’ Wide Gate (Caltrans Standard Plan A85)
(STA 1128+84)
2 EA
1003.18 1001.18
Erosion Control Seeding* 2.1 AC $ $
OPTION ITEM 2
OPTIONAL CLIN 1002 1004 – Tree Removal Stations: 1125+52 - 1130+00 (448')
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
1002 Tree Removal 71 EA $ $
OPTION ITEM 3
OPTIONAL CLIN 1003 1005 - CUTOFF: SCCB Wall to -10' Stations: 1116+00 - 1125+50 (950')
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
1005.1 1003.1
Mobilization and Demobilization 1 JOB $ $
1005.2
1003.2 Traffic Control 1 JOB $ $
1005.3 1003.3
Storm Water Pollution Control 1 JOB $ $
1005.4
1003.4 Vibration Monitoring 1 JOB $ $
1005.5 Clearing and Grubbing* 0 AC $ $
1005.6 1003.6
Remove Asphalt Concrete* 3,378 SY $ $
1005.7 1003.7
Remove and Replace Curb and Gutter* 25 LF $ $
Page 11 of 15 AMD - 01
1005.8 1003.8
Remove and Replace Irrigation Utilities
(STA 1115+75)
1 JOB
1005.8.1 Remove 2" Irr Pipe* 20 LF $ $
1005.8.2 Remove Water Meter 1 EA $ $
1005.8.3
Remove Backflow Device 1 EA $ $
1005.8.4 Remove Irrigation Box 2 EA $ $
1005.8.5
Install 2" PVC Sched 80 PVC pipe* 60 LF $ $
1005.8.7
New 2" Backflow Preventer 1 EA $ $
1005.8.9
Connect to Ex Irr System 1 EA $ $
1005.9 1003.9
Remove and Replace 8" PVC Storm Drain Pipe
(STA 1120+00)
1 JOB
1005.10 1003.10
Remove and Replace 8" PVC Storm Drain Pipe
(STA 1124+38)
1 JOB
1005.11 1003.11
Expose 8" Asbestos Water line for SAFCA Removal and abandonment
(STA 1121+47)*
44 LF
1005.12 1003.12
Expose 8" Asbestos Water line for SAFCA Removal
(STA 1123+95)*
22 LF
1005.13 1003.13
Expose 6" Sewer Force Main for SAFCA Removal
(STA 1124+77)*
24 LF
1005.14 1003.14
Place 6" DR-18 C900 PVC SSFM with 2 transition couplings*
15 LF
1005.15 1003.15
Remove and Replace 1.25" Electrical Conduit
(STA 1125+15)
1 JOB
1005.16 1003.16
Remove and Replace Gutter Drain (COS STD
DWG 8-42)
(STA 1124+25)
1 JOB
1005.17 1003.17
20 LF DR-18 C900
PVC Pipe with 10LF 16"Ø steel casing centered on pipe for
1 EA
Page 12 of 15 AMD - 01 protection & 2 transition couplings.
1005.18
1003.18 SCCB Cutoff Wall* 48,023 SF $ $
1005.19 1003.19
Class 2 Aggregate Base* 294 TN $ $
1005.20 1003.20
Asphalt Concrete Paving* 960 TN $ $
1005.21
1003.21 Relocate Water Main 1 JOB $ $
1005.21.1
Remove & Dispose 4" Water Main
(STA 118+38)*
13 LF
1005.21.2
Remove & Dispose 6"
(STA 118+49)*
13 LF
1005.21.3
Remove & Dispose 8"
(STA 1121+47)*
13 LF
1005.21.4
Install 8" C-900 PVC water main* 750 LF $ $
1005.21.5
Install 8"x8"x8" tee with 8" blind flange tapped
2"
1 EA
1005.21.6 install 8" x 4" x 8" tee and couplings at STA
1118+38
1 EA
1005.21.7 install 8" x 6" x 8" tee and couplings at STA
1118+49
1 EA
1005.22 1003.22
3-Foot by 4-Foot by 10- Foot Trench Box 2 EA $ $
1005.23
1003.23 Striping 1 JOB $ $
OPTION ITEM 4
OPTIONAL CLIN 1004 1001– Remove & dispose Faucet Stations: 1610+00 – 1611+50 (150')
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
1004.1 Remove and Dispose Faucet
(STA 1611+09)
1 JOB
Page 13 of 15 AMD - 01
1004.2
Clearing and Grubbing at levee toe from STA 1610+00 to 1611+50*
0.1 AC
OPTIONAL CLIN 1002 – Clearing & Grubbing at levee toe
Clearing and Grubbing at levee toe from STA 1610+00 to 1611+50*
0.1 AC
OPTION ITEM 5
OPTIONAL CLIN 1005 1006 - BERM: Thicken Berm, Drained Berm Stations: 1096+75 - 1102+00 (525')
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
1006.1 1005.1
Mobilization and Demobilization 1 JOB $ $
1006.2
1005.2 Traffic Control 1 JOB $ $
1006.3 1005.3
Storm Water Pollution Control 1 JOB $ $
1006.4
1005.4 Vibration Monitoring 1 JOB $ $
1006.5
1005.5 Clearing and Grubbing* 1.5 AC $ $
1006.6
1005.6 Tree Stump Removal 1 EA $ $
1006.7
1005.7 Stripping* 948 CY $ $
1006.8 1005.8
Remove and Replace Chain Link Fence* 590 LF $ $
1006.9
1005.9 16' CLF Gate 1 EA $ $ 1006.10 1005.10
Levee Excavation And Disposal (Offsite)* 3074 CY $ $
1006.11 1005.11
Levee Embankment Fill (Soil Type 2)* 10,368 CY $ $
1006.12 1005.12
Berm Drainage Layer - Filter Layer* 1,469 CY $ $
1006.13 1005.13
6" Slotted PVC (SDR
26) Pipe* 530 LF $ $
Page 14 of 15 AMD - 01
1006.14 1005.14
6" Solid PVC (SDR 26) Pipe* 50 LF $ $
1006.15 1005.15
Connect 6" PVC Drain to SDMH (STA 1098+74)
1 JOB
1006.16
1005.16 CIPP Lining* 484 LF $ $
1006.17 1005.17
Raise Storm Drain Manhole 1 EA $ $
1006.18 1005.18
Raise Collector Pipe Cleanout 1 EA $ $
1006.19 1005.19
Erosion Control Seeding* 2 AC $ $
1006.20
1005.20 Raise Vent Stack 1 EA $ $
1005.21 Temporary Railing
(Type K) 2 EA $ $
OPTION ITEM 6
OPTIONAL CLIN 1006 - CUTOFF: DMM Wall to (-95' to -15') Stations: 1282+90 - 1300+80 (1,790')
Item No.
Item Description Estimated Quantity Unit Unit Price Total Price
1006.1 Mobilization and
Demobilization 1 JOB $ $
1006.2 Traffic Control 1 JOB $ $
1006.3 Storm Water Pollution
Control 1 JOB $ $
1006.4 Vibration Monitoring 1 JOB $ $
1006.5 Clearing and Grubbing* 5.4 AC $ $
1006.6 Tree Stump Removal 2 EA $ $
1006.7 Stripping * 4,363 CY $ $
1006.8 Remove Stairway and
Foundations, and Restore Levee Slope
5 EA
1006.9 Remove Aggregate
Surfacing* 3,978 SY $ $
1006.10 Remove and Dispose
Existing Standpipe (STA 1 JOB $ $
Page 15 of 15 AMD - 01
1291+35)
1006.11 Levee Excavation (Levee
Degrade and Cutoff Trench)*
13,058 CY
1006.12 DMM Cutoff Wall* 204,830 SF $ $
1006.13 Levee Embankment Fill
(Soil Type 1)* 12,074 CY $ $
1006.14 Class 3 Aggregate
Surface Course* 1,547 TN $ $
1006.15 Erosion Control
Seeding* 5.4 AC $ $
OPTION ITEM 7
OPTIONAL CLIN 1007 – Controlled Levee Degrade Stations: 1282+00 – 1301+00 and 1600+00 – 1640+00 (1,000')
No.
Item Description Estimated
Quantity Unit Unit Price Total Price
1007.1 Controlled Levee
Degrade* 1,000 LF $ $
GRAND TOTAL, including ALL OPTION ITEMS $
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