A001.pdf
PDF 1 MB Posted
- Attached to
- WY FLAP US212(8) Beartooth Highway Federal contract opportunity
- Solicitation number
- DTFH6816B00026
About this file
Amendment A001
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Tabs_-_Bid_Opening_3_2_2017.pdf | ||
| QA.docx | DOCX document | |
| Bid_Opening_Summary.pdf | ||
| QnA_2_28_17_for_posting.pdf | ||
| QnA_2_27_17_for_posting.pdf | ||
| A002.pdf | ||
| QnA_2_21_17_for_posting.pdf | ||
| Questions_and_Answers_during_Advertisement_for.pdf | ||
| DTFH6816B00026_IFB.pdf | ||
| Pages_60_to_118_from_WY_FLAP_US212(8)_100__XS_Set_11-01-2016-2.pdf | ||
| Pages_67_to_132_WY_FLAP_US212(8)_100__Plan_Set_11-28-2016.pdf | ||
| Pages_1_to_66from_WY_FLAP_US212(8)_100__Plan_Set_11-28-2016-3.pdf | ||
| Pages_133_to_198_WY_FLAP_US212(8)_100__Plan_Set_11-28-2016-2.pdf | ||
| Pages_1_to_59_from_WY_FLAP_US212(8)_100__XS_Set_11-01-2016.pdf | ||
| WY.HPP.4-1(5).Beartooth_Highway.Pavements.2008.pdf | ||
| Revised_Final_Fish_Passage_Memo.pdf | ||
| Site_Visit_Sign_In_9.27.16.pdf | ||
| DTFH6816B00026_IFB.pdf | ||
| Final_Fish_Passage_Recommendation_January_2005.pdf | ||
| WY_FLAP_US212(8)_95__Sheets_A1_and_A-6.pdf |
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Text version
Jeremiah.Rogers Typewritten Text
Jeremiah.Rogers Typewritten Text
Jeremiah.Rogers Typewritten Text
B I D S C H E D U L E Account: ALL
Project No: WY/ FLAP US212(8)
Name: Beartooth Highway CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
15101-0000 Line A0020 ALL LPSM $
15206-0000 Line A0040 3.773 km $ $
15214-1000 Line A0060 ALL LPSM $
15215-1000 Line A0080 3 Each $ $
15215-3000 Line A0100 20 Each $ $
15216-2000 Line A0120 7.545 km $ $
15301-0000 Line A0140 ALL LPSM $
15401-0000 Line A0160 ALL LPSM $
15501-0000 Line A0180 ALL LPSM $
15703-1500 Line A0200 17.100 ha $ $
15705-0100 Line A0220 7,500 m $ $
15705-1400 Line A0240 225 m $ $
15706-0200 Line A0260 130 Each $ $
15706-0300 Line A0280 25 Each $ $
15706-1600 Line A0300 1 Each $ $
15802-0000 Line A0320 ALL LPSM $
20101-0000 Line A0340 15.000 ha $ $
20202-0000 Line A0360 200 m2 (CQ) $ $
20301-0400 Line A0380 1 Each $ $
20301-1100 Line A0400 1 Each $ $
20301-1900 Line A0420 14 Each $ $
20301-2400 Line A0440 8 Each $ $
Mobilization
Slope, reference, and clearing and grubbing stake
Survey and staking, bridge
Survey and staking, approach road
Survey and staking, drainage structure
Survey and staking, grade finishing stakes
Removal of bridge
Removal of gate
Removal of pipe culvert
Soil erosion control, check dam
Soil erosion control, sandbag
Soil erosion control, stabilized construction entrance
Contractor quality control
Contractor testing
Construction schedule
Soil erosion control, temporary soil tackifier
Soil erosion control, silt fence
Soil erosion control, sediment log
Removal of signs
Watering for dust control
Clearing and grubbing
Selective clearing
Schedule Total: ________________________
Submitted by: _________________________
A-6 Amendment A001
Project No: WY/ FLAP US212(8)
Name: Beartooth Highway CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
20301-2700 Line A0460 1 Each $ $
20303-1600 Line A0480 3,000 m2 $ $
20401-0000 Line A0500 64,000 m3 $ $
20402-0000 Line A0520 5,200 m3 $ $
20441-0000 Line A0540 4,500 m3 $ $
20701-0700 Line A0560 18,000 m2 $ $
20801-0000 Line A0580 200 m3 (CQ) $ $
20803-0000 Line A0600 600 m3 (CQ) $ $
20811-0000 Line A0620 500 m2 $ $
21101-1000 Line A0640 10,000 m2 $ $
25101-2000 Line A0660 150 m3 $ $
25101-3000 Line A0680 150 m3 $ $
25101-3000 Line A0700 50 m3 $ $
25101-4000 Line A0720 200 m3 $ $
25120-2000 Line A0740 120 m $ $
25125-0000 Line A0760 300 Each $ $
30101-0000 Line A0780 30,000 t $ $
40301-0000 Line A0800 7,500 t $ $
40920-1000 Line A0820 20 t $ $
41103-0000 Line A0840 42,000 m2 $ $
41105-0000 Line A0860 330 t $ $
41201-1000 Line A0880 20.0 t $ $
Shoring and bracing (Other Structures)
Roadway obliteration, method 1
Placed riprap, class 2
Roadway excavation
Subexcavation
Waste
Earthwork geotextile, type II-A
Structure excavation
Structural backfill (Mechanically Reinforced)
Removal of structure (Shower House)
Removal of pavement, asphalt
Riprap ditch, class 2
Boulder
Aggregate base
Hot asphalt concrete pavement
Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h
Prime coat (grade MC-70)
Placed riprap, class 3 (With Soil)
Placed riprap, class 3
Placed riprap, class 4
Blotter
Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h
A-7 Amendment A001
Project No: WY/ FLAP US212(8)
Name: Beartooth Highway CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
55201-0200 Line A0900 205 m3 (CQ) $ $
55302-1000 Line A0920 191.20 m (CQ) $ $
55401-2000 Line A0940 31,288 kg (CQ) $ $
55601-0900 Line A0960 82 m (CQ) $ $
56305-0000 Line A0980 480 m2 (CQ) $ $
56901-0000 Line A1000 114 m $ $
56905-0000 Line A1020 1 Each $ $
60103-2160 Line A1040 2 Each $ $
60201-0300 Line A1060 5 m $ $
60201-0600 Line A1080 60 m $ $
60201-0800 Line A1100 260 m $ $
60201-0900 Line A1120 120 m $ $
60201-1000 Line A1140 30 m $ $
60202-1600 Line A1160 50 m $ $
60210-0300 Line A1180 2 Each $ $
60210-0600 Line A1200 6 Each $ $
60210-0800 Line A1220 20 Each $ $
60210-0900 Line A1240 14 Each $ $
60210-1000 Line A1260 2 Each $ $
60212-0300 Line A1280 1 Each $ $
60212-0800 Line A1300 2 Each $ $
60212-0900 Line A1320 1 Each $ $
Rock stain
Micropiles
Micropile load verification test
Concrete, headwall for 2400mm equivalent diameter pipe culvert
200mm pipe culvert
450mm pipe culvert
Structural concrete, class A (AE)
Precast, prestressed concrete box beam, type B1-48
Reinforcing steel, epoxy coated
Bridge railing, steel (WYDOT TL-3)
End section for 600mm pipe culvert
End section for 750mm pipe culvert
End section for 900mm pipe culvert
Elbow, 200mm
Elbow, 600mm
Elbow, 750mm
600mm pipe culvert
750mm pipe culvert
900mm pipe culvert
2400mm equivalent diameter arch or elliptical pipe culvert
End section for 200mm pipe culvert
End section for 450mm pipe culvert
A-8 Amendment A001
Project No: WY/ FLAP US212(8)
Name: Beartooth Highway CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
60404-1000 Line A1340 1 Each $ $
60901-0400 Line A1360 600 m $ $
60908-1000 Line A1380 750 m2 $ $
61501-0800 Line A1400 30 m2 $ $
61701-1150 Line A1420 150 m $ $
61702-1100 Line A1440 4 Each $ $
61707-0000 Line A1460 62 m (CQ) $ $
61902-0000 Line A1480 1 Each $ $
62002-0000 Line A1500 150 m2 $ $
62026-1000 Line A1520 15 m2 (CQ) $ $
62201-0150 Line A1540 160 Hour $ $
62201-0350 Line A1560 100 Hour $ $
62201-0900 Line A1580 110 Hour $ $
62201-1300 Line A1600 90 Hour $ $
62201-2850 Line A1620 90 Hour $ $
62201-3000 Line A1640 170 Hour $ $
62201-3150 Line A1660 80 Hour $ $
62301-0000 Line A1680 130 Hour $ $
62302-1000 Line A1700 120 Hour $ $
62302-1100 Line A1720 160 Hour $ $
62402-0200 Line A1740 8.000 ha $ $
62407-0000 Line A1760 17,000 m3 $ $
Structure transition railing
Gate
Stone masonry
Remove and reset stone masonry
Dump truck, 7 cubic meter minimum capacity
Backhoe
Catch basin, type 1
Curb, concrete, 150mm depth
Paved ditch, asphalt
Sidewalk, aggregate
Guardrail system G3 (Wyoming Box Beam System G3 Steel Posts)
Terminal section, type FAT-G3 (Wyoming Box Beam End Anchorage)
Special labor, hired technical services
Special labor, hired survey services
Furnishing and placing topsoil, 75mm depth
Placing conserved topsoil
Wheel loader, 2 cubic meter minimum rated capacity
Bulldozer, 120kW minimum flywheel power
Motor grader, 3.6 meter minimum blade
Hydraulic excavator
Hydraulic excavator, crawler mounted, 0.7m3 minimum capacity with thumb attachment
General labor
A-9 Amendment A001
Project No: WY/ FLAP US212(8)
Name: Beartooth Highway CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
62510-1000 Line A1780 2.000 ha $ $
62510-1000 Line A1800 9.000 ha $ $
62510-1000 Line A1820 4.000 ha $ $
62510-1000 Line A1840 10.000 ha $ $
62515-3000 Line A1860 19.000 ha $ $
62520-0000 Line A1880 18.000 ha $ $
62631-0000 Line A1900 1.000 ha $ $
62631-0000 Line A1920 2.000 ha $ $
62631-0000 Line A1940 3.000 ha $ $
62901-0700 Line A1960 750 m2 $ $
63301-0000 Line A1980 12 Each $ $
63301-0000 Line A2000 3 Each $ $
63309-0100 Line A2020 211 Each $ $
63309-0300 Line A2040 27 Each $ $
63309-0900 Line A2060 39 Each $ $
63309-1000 Line A2080 211 Each $ $
63316-1000 Line A2100 6 Each $ $
63404-0200 Line A2120 700 L $ $
63501-1000 Line A2140 ALL LPSM $
63502-1300 Line A2160 210 Each $ $
63502-1500 Line A2180 40 Each $ $
63502-1700 Line A2200 185 Each $ $
Seeding, dry method (Seed Mix A: Riparian/Wetland)
Seeding, dry method (See Mix C)
Plantings (List 7)
Rolled erosion control product, type 2.C
Sign system
Sign system (Special)
Delineator, type 1
Delineator, type 3
Seeding, dry method (Seed Mix D: Forbs)
Seeding, dry method (See Mix E: Ghost Creek)
Mulching, hydraulic method, bonded fiber matrix
Fertilizer (Organic)
Plantings (List 1)
Plantings (List 3)
Temporary traffic control, warning light type A
Temporary traffic control, warning light type C
Delineator, type flexible
Delineator, type snowpole
Remove and reset sign
Pavement markings, type B
Temporary traffic control, traffic and safety supervisor
Temporary traffic control, drum
A-10 Amendment A001
Project No: WY/ FLAP US212(8)
Name: Beartooth Highway CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
63502-2000 Line A2220 4 Each $ $
63502-2100 Line A2240 9 Each $ $
63502-3100 Line A2260 2 Each $ $
63503-0300 Line A2280 50 m $ $
63503-1000 Line A2300 2,500 m $ $
63504-1000 Line A2320 80.0 m2 $ $
63505-1000 Line A2340 9.360 km $ $
63506-0500 Line A2360 7,000 Hour $ $
64703-1000 Line A2380 25 Each $ $
Temporary traffic control, portable changeable message sign
Temporary traffic control, crash cushion
Temporary traffic control, traffic signal system
Temporary traffic control, barricade type 3
Temporary traffic control, plastic fence
Temporary traffic control, construction sign
Temporary traffic control, pavement markings
Temporary traffic control, flagger
Mitigation, landscaping log
A-11 Amendment A001
| Full Appendix B.pdf |
| APPENDIX B.pdf |
| subcontractingplan |
| Amendment AA01 NV FTNP LAKE 114(1) Plan Sheets.pdf |
| A01_TTL w-DDR-006.pdf |
| A05_TYP_01-001.pdf |
| A06_TYP_02-002.pdf |
| A07_TYP_03-003.pdf |
| A08_TYP_04-004.pdf |
| A09_TYP_05-005.pdf |
| Text1: |
| Text2: |
| 0: 1 |
| 1: 7 |
| Text3: |
| 0: A001 |
| 1: 2/24/2017 |
| 2: |
| 0: |
| 1: WY FLAP US212(8) |
| Text4: |
| 0: |
| 0: FEDERAL HIGHWAY ADMINISTRATION |
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 WEST DAKOTA AVENUE, SUITE 360
LAKEWOOD, COLORADO 80228
ATTENTION: RYAN PHILLIPS
1:
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| Text6: |
| 0: DTFH6816B00026 |
| 1: 01/25/2017 |
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| Check Box7: |
| 0: Yes |
| 2: Yes |
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| 0: Off |
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| 2: Yes |
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| Text10: 0* |
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| Text12: * See Item 14 Below |
| Text13: PLANS |
Remove and replace bid schedule sheets A6 - A13 with the attached A6 - A11 pages.
*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)
| Text14: |
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| 0: 6905001 |
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| Check Box1: |
| 0: Yes |
| 1: Off |
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