2190_Pricing_Schedule-AMD-02.pdf

Spec. No. 2190

Pricing Schedule

(Phase 2B)

Hamilton City Flood Damage Reduction and Ecosystem Restoration Project

Phase 2B Glenn County, California

Base Contract (Sta. 0+00 to Sta. 129+61 and Sta. 195+50 to Sta. 216+00)

CLIN Description Estimated Quantity

Unit of Measure Unit Price Total Price

0001 Mobilization and Demobilization 1 JOB $ $

0002 Clearing and Grubbing* 21 AC $ $

Temporary Storm Water Pollution

Control

1 JOB $ $

J Levee Aggregate Surface Course

Removal*

2,320 CY $ $

0005 J Levee Stripping* 10,900 CY $ $

J Levee Degrade Unsuitable Material

Disposal*

25,000 CY $ $

0007 J Levee Degrade* 99,600 CY $ $

0008 Demolition and Removal 1 JOB $ $

Phase 2A Waterside Maintenance Road

Surface Course*

2,320 CY $ $

0010 Phase 2A Drainage Ditch Excavation* 2,500 CY $ $

0011 Topsoil Stripping* 6,450 CY $ $

0012 Observation Trench Excavation* 12,700 CY $ $

0013 Embankment Fill* 43,500 CY $ $

0014 Random Fill* 2,400 CY $ $

0015 Well Abandonment 1 EA $ $

0016 Grass Seeding and Erosion Control* 21 AC $ $

0017 Aggregate Surface Course* 3,602 TN

5,000 TN $ $

0018 Deer Fence* 2,950 LF $ $

0019 Post and Cable Fence* 1,150 LF $ $

Quantity

Unit of Measure Unit Price Total Price

0020 Stone Protection* 12,200 TN $ $

0021 Pipe Gates 2 EA $ $

0022 Double Swing Gates* 1 EA $ $

0023 Tree Removal 1 JOB $ $

TOTAL ESTIMATED PRICE $

NOTE: AC is acre, CY is cubic yard, EA is each, TN is ton, SY is square yard, and LF is linear foot.

*Indicates quantity is estimated and subject to Federal Acquisition Regulation clause 52.211-18 Variation in Estimated Quantity.

Option 1 (Sta. 129+61 to 195+50)

Quantity

Unit of Measure Unit Price Total Price

1001 Clearing and Grubbing* 23 AC $ $

Temporary Storm Water Pollution

Control

1 JOB $ $

1003 Demolition and Removal 1 JOB $ $

1004 J Levee Degrade* 28,500 CY $ $

1005 Topsoil Stripping* 10,100 CY $ $

1006 Observation Trench Excavation* 26,400 CY $ $

1007 Drainage Ditch Excavation* 2,600 CY $ $

1008 Pipe Trench Excavation* 5,900 CY $ $

1009 Embankment Fill* 112,400 CY $ $

1010 Random Fill* 4,400 CY $ $

1011 30” Steel Pipe* 2,550

LF $ $

1012 30” Flap Gate 1 EA $ $

Concrete Riser, Inlet, and Outlet

Structures

1 JOB $ $

1014 48” RCP Culvert 160 LF $ $

1015 48” Sluice Gate 1 EA $ $

1016 48” Flap Gate 1 EA $ $

1017 Aggregate Surface Course* 6,500 TN $ $

Quantity

Unit of Measure Unit Price Total Price

1018 Grass Seeding and Erosion Control* 23 AC $ $

1019 Deer Fence* 6,950 LF $ $

1020 Double Swing Gates* 4 EA $ $

1021 Stone Protection* 150 TN $ $

1022 Irrigation Systems Removal 1 JOB $ $

1023 Tree Removal 1 JOB $ $

1024 Existing Pump Structure Relocation 1 JOB $ $

1025 J Levee Stripping* 3,000 CY $ $

1026 J Levee Degrade Unsuitable Material

Disposal*

4,000 CY $ $

Option 2 (J Levee Alignment Sta. 98+75 to 106+60)

Estimated Quantity

Unit of Measure Unit Price Total Price

2001 Stone Protection* 23,500 TN $ $

Option 3 (Surplus J Levee Degrade Material Stockpiling)

Estimated Quantity

Unit of Measure Unit Price Total Price

3001 Clearing and Grubbing* 4.5 AC $ $

Temporary Storm Water Pollution

Control

1 JOB $ $

3003 Topsoil Stripping* 7,400 CY $ $

Surplus J Levee Degrade Material

Stockpiling*

54,000 CY $ $

3005 Grass Seeding and Erosion Control* 5 AC $ $

NOTE: AC is acre, CY is cubic yard, EA is each, TN is ton, SY is square yard, and LF is linear foot.

*Indicates quantity is estimated and subject to Federal Acquisition Regulation clause 52.211-18 Variation in Estimated Quantity.