revised Atch 1 Schedule of Items.xls
XLS spreadsheet 51 KB Posted
- Attached to
- Appalachian Ranger District Construction
- Solicitation number
- AG-4670-S-11-0052
- Issued by
-
Department of Agriculture Forest Service
About this file
Revised attachment 1 Schedule of items 5 pages
View the file
Other files
| File | Type | Posted |
|---|---|---|
| amend 14.pdf | ||
| amend 13.pdf | ||
| amend 12.pdf | ||
| amend 11.pdf | ||
| AMEND 10 E11-Revised 8.19.2011.pdf | ||
| amend 10.pdf | ||
| amend 9.pdf | ||
| SF 30 AMEND 8.doc | DOC document | |
| amend 7.pdf | ||
| amend 6.pdf | ||
| amend 5.pdf | ||
| SF 30 AMEND 4.doc | DOC document | |
| AMENDMENT 04 page 2.docx | DOCX document | |
| E11.pdf | ||
| M31.pdf | ||
| amendment 3.pdf | ||
| E21.pdf | ||
| amend.pdf | ||
| 37 SF 30 AMEND 1.doc | DOC document | |
| Atch 3 D Section C.pdf | ||
| Atch 3C Dwgs Sec S.pdf | ||
| Atch 3A Dwgs Sec E.pdf | ||
| Atch 3B Dwgs Sec M0.1 to P1.2.pdf | ||
| atch 4.pdf | ||
| Attch 2 A Specs..pdf | ||
| Atch 3 dwgs Sec A.pdf | ||
| Attachment 6 Exp Questionaire.doc | DOC document | |
| atch 8.pdf | ||
| ORCA GUIDE ATCH 9.doc | DOC document | |
| RFP_AG-4670-S-11-0052_Constructiondoc.doc | DOC document | |
| atch 5.pdf | ||
| Atch 1 Schedule of Items.xls | XLS spreadsheet | |
| Attch 2. Spec..pdf | ||
| Past Performance Questionaire ATch7.doc | DOC document |
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Text version
BID SCHEDULE
| ATTACHMENT 1 AMENDMENT 08 | dtd 8/17/2011 | ||||||
| BID SCHEDULE | |||||||
| APPALACHIAN RANGER DISTRICT | |||||||
| ADMINISTRATIVE OFFICE CONSTRUCTION | |||||||
| * | Item No. | Description | Method of Measurement | Qty | Unit | Unit Price | Total Price |
| 1 | MOBILIZATION & BONDING | LSQ | 1 | LS | $____________ | ||
| (Not to Exceed 5% of Total Bid) | |||||||
| 2 | SURVEY, LAYOUT & CONTROL | LSQ | 1 | LS | $____________ | ||
| by NC Licensed Surveyor | |||||||
| 3 | TEMPORARY & PERMANENT | ||||||
| Erosion and Sedimentation Control | |||||||
| A. | STR A1 - PC Endwall | DQ | 1 | LS | $____________ | ||
| B. | 18" Dia. CMP - A1 | AQ | 95 | LF | $____________ | $____________ | |
| C. | STR A2 - Outlet Control Structure | DQ | 1 | LS | $____________ | ||
| D. | STR B1 - PC Endwall | DQ | 1 | LS | $____________ | ||
| E. | 18" Dia. CMP - B1 | AQ | 133 | LF | $____________ | $____________ | |
| F. | STR B2 - Grated Drop Inlet | DQ | 1 | LS | $____________ | ||
| G. | 18" Dia. CMP - B2 | AQ | 73 | LF | $____________ | $____________ | |
| H. | STR B3 - Outlet Control Structure | DQ | 1 | LS | $____________ | ||
| I. | STR C1 - PC Endwall | DQ | 1 | LS | $____________ | ||
| J. | STR C2 - Grated Drop Inlet | DQ | 1 | LS | $____________ | ||
| K. | 18" Dia. CMP - C1 | AQ | 45 | LF | $____________ | $____________ | |
| L. | STR D1 - Headwall | DQ | 1 | LS | $____________ | ||
| M. | 18" Dia. CMP - D1 & D2 | AQ | 260 | LF | $____________ | $____________ | |
| N. | STR D2 & D3 - Concrete Drop Inlets | DQ | 2 | EA | $____________ | $____________ | |
| O. | Construction of Pond "A" complete | DQ | 1 | LS | $____________ | ||
| Incl. Sand & Sediment Chambers and | |||||||
| 6" PVC Outlet Pipe | |||||||
| P. | Construction of Pond "B" complete | DQ | 1 | LS | $____________ | ||
| Incl. Sand & Sediment Chambers | |||||||
| Q. | Silt Fence | AQ | 1,100 | LF | $____________ | $____________ | |
| R. | Temporary Gravel | AQ | 100 | TON | $____________ | $____________ | |
| Construction Entrance/Exit | |||||||
| S. | Temporary & Permanent | LSQ | 1 | LS | $____________ | ||
| Seeding, Fertilizing & Mulching | |||||||
| 4 | CLEARING, GRUBBING & DISPOSAL | LSQ | 1 | LS | $____________ | ||
| 5 | EARTHWORK | LSQ | 1 | LS | $____________ | ||
| 6 | MATERIALS SAMPLING & TESTING | LSQ | 1 | LS | $____________ | ||
| 7 | SITE UTILITIES | ||||||
| SEWER SYSTEM | |||||||
| A. | 8" Dia. SDR-35 GRAVITY SEWER | AQ | 1,085 | LF | $____________ | $____________ | |
| B. | 6" Dia. Sch. 40 PVC GRAVITY SEWER | AQ | 95 | LF | $____________ | $____________ | |
| C. | 6" Sewer Cleanout w/ concrete collar | LSQ | 1 | $____________ | |||
| D. | 4 FT. Dia. Precast Concrete Sewer MH | AQ | 7 | EA | $____________ | $____________ | |
| complete incl. ring & cover | |||||||
| E. | 16" Dia. x 1/4" thk. coated | AQ | 30 | LF | $____________ | $____________ | |
| black steel pipe casing | |||||||
| WATER SYSTEM | |||||||
| F. | 6" Dia. CLASS 350 D.I. Water pipe | AQ | 1,110 | LF | $____________ | $____________ | |
| G. | 6" Dia. Tapping Sleeve w/ Gate Valve | DQ | 1 | EA | $____________ | $____________ | |
| H. | 5-1/2" Fire Hydrant | LSQ | 1 | LS | $____________ | ||
| I. | 3" Dia. SDR-21 PVC Water pipe | AQ | 100 | LF | $____________ | $____________ | |
| J. | 2" Dia. SDR-21 PVC | AQ | 175 | LF | $____________ | $____________ | |
| K. | 2" Size MJ Gate Valve incl. valve box | DQ | 1 | EA | $____________ | $____________ | |
| L. | 3" Size MJ Gate Valve incl. valve box | DQ | 1 | EA | $____________ | $____________ | |
| M. | Precast Concrete Vault | LSQ | 1 | LS | $____________ | ||
| Complete incl. 3" meter, double check valve | |||||||
| & PR valve | |||||||
| PRIMARY & SECONDARY ELECTRICAL | |||||||
| N. | Trenching & backfilling 2 ft. wide x | AQ | 530 | LF | $____________ | $____________ | |
| 4 ft. deep trench for u.g. primary | |||||||
| O. | Concrete Pad for Transformer | LSQ | 1 | LS | $____________ | ||
| P. | MDP complete incl. Meters, Wireway, | DQ | 1 | LS | $____________ | ||
| Fused Disconnect and Grounding Grid & Clusters | |||||||
| 8 | GEOTHERMAL HEATING SYSTEM | ||||||
| A. | 6" Dia./300 ft. deep Test Wells (2 ea.) | AQ | 600 | LF | $____________ | $____________ | |
| B. | 6" Dia./300 ft. deep Wells (18 ea.) | AQ | 5,400 | LF | $____________ | $____________ | |
| C. | 2" Dia. Type 4 HDPE S&R Header | AQ | 700 | LF | $____________ | $____________ | |
| D. | 1" Dia. Type 4 HDPE Well Loops | AQ | 11,680 | LF | $____________ | $____________ | |
| E. | Well Abandonment, if needed | AQ | 600 | LF | $____________ | $____________ | |
| 9 | ACCESS ROAD, PARKING LOTS, SIDEWALKS & RELATED | ||||||
| A. | NC DOT ABC Stone Base | AQ | 2,500 | TON | $____________ | $____________ | |
| 8" thk. Roadbed, 6" thk. P.Lot, 3" thk. | |||||||
| Sidewalks, 6" thk. Gravel P.Lot) | |||||||
| B. | Access Roadway | ||||||
| 3"Depth HB Road Binder Course | AQ | 280 | TON | $____________ | $____________ | ||
| SuperPave I19B | |||||||
| C. | Access Roadway | ||||||
| 1-1/2" Depth HB Road Surface Course | AQ | 140 | TON | $____________ | $____________ | ||
| SuperPave S9.5B | |||||||
| D. | Parking Lot | ||||||
| 3"Depth HB Road Binder Course | AQ | 410 | TON | $____________ | $____________ | ||
| SuperPave I19B | |||||||
| E. | Parking Lot | ||||||
| 1-1/2" Depth HB Road Surface Course | AQ | 810 | TON | $____________ | $____________ | ||
| SuperPave S9.5B | |||||||
| F. | Precast Concrete Wheel Stops | AQ | 26 | EA | $____________ | $____________ | |
| G. | Parking Lot Signage | LSQ | 1 | LS | $____________ | ||
| H. | 4 inch thk. Concrete Sidewalks | AQ | 2,262 | SF | $____________ | $____________ | |
| complete incl. joints & finishing | |||||||
| I. | Flag Pole complete incl. | LSQ | 1 | LS | $____________ | ||
| underground electrical line | |||||||
| J. | Parking Lot Pole Mtd. Lights | DQ | 6 | EA | $____________ | $____________ | |
| K. | 6 FT. High Coated Chain-Link Fence | AQ | 350 | LF | $____________ | $____________ | |
| w/ 3-strand barb wire | |||||||
| L. | 6 ft. high x 24 ft. wide sliding gate | LSQ | 1 | LS | $____________ | ||
| w/ 3-strand barb wire | |||||||
| M. | Parking Lot Stripping | LSQ | 1 | LS | $____________ | ||
| 10 | OFFICE BUILDING CONSTRUCTION | ||||||
| A. | Structural & Architectural | LSQ | 1 | LS | $____________ | ||
| B. | Plumbing System incl. Fixtures | LSQ | 1 | LS | $____________ | ||
| C. | Heating, Ventilation and A/C | LSQ | 1 | LS | $____________ | ||
| D. | Elect. System incl. Lightning Protection | LSQ | 1 | LS | $____________ | ||
| E. | Tel/Data/Radio System | LSQ | 1 | LS | $____________ | ||
| F. | Access Control System | LSQ | 1 | LS | $____________ | ||
| TOTAL BASE BID | $____________ | ||||||
| Bid Option Items | |||||||
| * | Item No. | Description | Method of Measurement | Qty | Unit | Unit Price | Total Price |
| 11 | LANDSCAPING | ||||||
| Complete incl. Tree & Shrub planting, | LSQ | 1 | LS | $____________ | |||
| ground cover etc. | |||||||
| 12 | 85 Ft. High SSVSR RADIO TOWER | LSQ | 1 | LS | $____________ | ||
| complete including Foundation, Antennas | |||||||
| and Antenna Cables & Grounding in conduit | |||||||
| 13 | Concrete Pavement Parking Lot & | AQ | 4,560 | SY | $____________ | $____________ | |
| Driveway, incl. joints, reinforcement & finishing | |||||||
| (THIS ITEM REPLACES BOTH BID ITEMS 9D. AND 9E |
THEREFORE 9D. AND 9E. SHOULD NOT BE INCLUDED IN THE TOTAL PLUS OPTION ITEMS TOTAL.)
| TOTAL BASE + ALL OPTIONS ESTIMATE | $____________ | |
| * Any other item of work shown on the drawings or required by the specifications shall be | ||
| considered incidental to the bid items shown, and no additional payment will be made. |
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