Amdt1_Continuation.docx
DOCX document 21 KB Posted
- Attached to
- RECOVERY - EVANS CREEK ORV AREA ROADS - MT. BAKER-SNOQUALMIE NATIONAL FOREST - WASHINGTON
- Solicitation number
- AG-0489-S-10-0332
About this file
Amendment No. 1 Continuation with new replacement Schedule of Pay Items.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment_4.pdf | ||
| Amdt4_Continuation.docx | DOCX document | |
| Amendment_3.pdf | ||
| Amdt3_Continuation.docx | DOCX document | |
| Amendment_2.pdf | ||
| Amendment_1.pdf | ||
| Work Description 041310.pdf | ||
| Offer Submittal Package.doc | DOC document | |
| Drawings1-21.pdf | ||
| RFP_Evans_Ck_ORV_Roads.doc | DOC document |
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Page 2 of Amendment No. 1 Solicitation AG-0489-S-10-0332 Evans Creek ORV Area Roads – Mt. Baker-Snoqualmie NF
b. Add the attached Work Description. The following Errata/Corrections apply:
· For Item 321(15)(A) Aggregate Surfacing change the unit from “CY” to “TON” in two places [page 2 FSR 7920 ORV Park Entrance and page 3 FSR 7920 ORV Day Use].
· For Item 807F-1(2) Excavation for road/parking, this item is covered by the Excavator and Dump Truck hourly rental.
· Under “FSR 7920 ORV Day Use” change the quantity for Item 602(01)B from “120” LF to “60” LF.
· Under “Decommission Work” delete all entries for Sub-Item 60201A Install Road Closure Device. This work is covered under Sub-Item 650(04) Earth Mound.
c. Delete the original Schedule of Pay Items and substitute the attached 3 pages. Offers should be submitted on the Amendment pages. The following changes have been made:
BASE ITEMS:
Sub-Item 833F-1(2)(B) – the quantity is changed to 20 Each
OPTION A
Sub-Item 834F-1(5) - the quantity is changed to 0.05 Mile
Sub-Item 811F-1(1) has been added for Surfacing Shaping and Grading
OPTION B
Sub-Item 833F-1(2)a - the quantity is changed to 66 Each
Amendment No. 1
PART I—THE SCHEDULE
SCHEDULE OF ITEMS
EVANS CREEK ORV AREA ROADS
BASE ITEMS – ENTRANCE, ROAD 7920 & DAY USE
ITEM
NO.
| DESCRIPTION |
| EST QTY. |
| PAY UNIT |
| UNIT PRICE |
| AMOUNT |
| 157 |
| Soil Erosion and Pollution Control |
| 2 |
| EACH |
| $________ |
| $___________ |
| 173 |
| Establish Clearing Limits |
| 0.2 |
| MILE |
| $________ |
| $___________ |
| 201(02) |
| Clearing & Grubbing |
| 2 |
| LUMP SUM |
| $________ |
| $___________ |
| 251(12) |
| Hand Placed riprap |
| 3 |
| SQUARE YARD |
| $________ |
| $___________ |
| 251(14) |
| Placed Riprap Barrier Boulders, Class 8, Method A |
| 175 |
| EACH |
| $________ |
| $___________ |
| 321(15) |
| Aggregate Surface Course, Type 5/8” -, Compaction Method B |
| 13,932 |
| TON |
| $________ |
| $___________ |
| 553(01) |
| Precast Pre-stressed Concrete Member (wheel stop) |
| 44 |
| EACH |
| $________ |
| $___________ |
| 602(01)A |
| Install 24" HDPE culvert avg 40' lengths |
| 720 |
| LINEAR FOOT |
| $________ |
| $___________ |
| 602(01)B |
| Install 36" HDPE |
| 60 |
| LINEAR FOOT |
| $________ |
| $___________ |
| 605(03) |
| Geocomposite Underdrain System |
| 380 |
| LINEAR FOOT |
| $________ |
| $___________ |
| 619(01) |
| Install Double Arm Gate |
| 1 |
| EACH |
| $________ |
| $___________ |
| 635(51) |
| ARRA signage with posts |
| 1 |
| LUMP SUM |
| $________ |
| $___________ |
| 650(04) |
| Install Earth Mound Road Closure on 7920 road at mile post 6.5 |
| 1 |
| EACH |
| $________ |
| $___________ |
| 807F-1(2) |
| Excavator |
| 10 |
| HOUR |
| $________ |
| $___________ |
| 807F-1 (6) |
| Dump Truck |
| 10 |
| HOUR |
| $________ |
| $___________ |
| 811F-1 (1) |
| Surface Maintenance Level 3-5 Roads |
Average 16’ Running Surface ; Reshape surface & grade in new rock
| 2.4 |
| ROAD MILE |
| $________ |
| $___________ |
ITEM
NO.
| DESCRIPTION |
| EST QTY. |
| PAY UNIT |
| UNIT PRICE |
| AMOUNT |
| 832-1 |
| Load Place and Haul 800 CY under 1 mile |
| 1 |
| LUMP SUM |
| $________ |
| $___________ |
| 833F-1 (2)B |
| Culvert Removal - 12" to 24" sizes as part of a new installation of average 36’ length |
| 20 |
| EACH |
| $________ |
| $___________ |
| 834F-1 (1) |
| Clean and Recond. < 24" diameter |
| 24 |
| EACH |
| $________ |
| $___________ |
| 834F-1 (5) |
| Clean Ditches and Drainage Structures |
| 2.4 |
| MILE |
| $________ |
| $___________ |
| 851F-1 (2) |
| Hazard Obstruction Removal |
| 3 |
| EACH |
| $________ |
| $___________ |
| 881F-1 (1) |
| Mobilization |
| 1 |
| LUMP SUM |
| $________ |
| $___________ |
TOTAL ALL BASE PAYMENT ITEMS: $_____________
OPTION A: 7930 ROAD AND CAMPGROUND ROAD
ITEM
NO.
| DESCRIPTION |
| EST QTY. |
| PAY UNIT |
| UNIT PRICE |
| AMOUNT |
| 60201A |
| Install 24" HDPE culvert avg 40' length |
| 280 |
| LINEAR FOOT |
| $________ |
| $___________ |
| 811F-1 (1) |
| Surface Maintenance; |
Reshape surface & grade
| 0.15 |
| ROAD MILE |
| $________ |
| $___________ |
| 833F-1(2)b |
| Culvert Removal - 12" to 24" of avg. 36’ length sizes as part of a new installation |
| 7 |
| EACH |
| $________ |
| $___________ |
| 834F-1(5) |
| Clean Ditches and Drainage Structures |
| 0.05 |
| MILE |
| $________ |
| $___________ |
TOTAL ALL OPTION A PAYMENT ITEMS: $_____________
OPTION B: MULTIPLE ROAD DECOMMISSIONING
ITEM
NO.
| DESCRIPTION |
| EST QTY. |
| PAY UNIT |
| UNIT PRICE |
| AMOUNT |
| 650(04) |
| Install Road Closure Devices (See Decommission map) |
| 10 |
| EACH |
| $________ |
| $___________ |
| 833F-1(2)a |
| Culvert Removal - 12" to 36" of average 36’ length sizes; Turn into cross ditch after |
| 66 |
| EACH |
| $________ |
| $___________ |
| 833F-1(6) |
| Install Water Bar |
| 84 |
| EACH |
| $________ |
| $___________ |
| 836F-1(9) |
| Embankment Pullback |
| 500 |
| LINAR FOOT |
| $________ |
| $___________ |
TOTAL ALL OPTION B PAYMENT ITEMS: $_____________
GRAND TOTAL BASE + OPTION A: $________________
GRAND TOTAL BASE + OPTION B: $________________
GRAND TOTAL BASE + OPTIONS A + B : $________________
Offeror Name:
Mailing Address:
City, State, Zip:
Phone
Phone
Fax
E-Mail:
DUNS NUMBER:
TAX IDENTIFICATION NUMBER (TIN):
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