J-01 IDIQ ELINs REV.xls
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- IDIQ Painting, Paving, and Roofing, Rota, Spain
- Solicitation number
- N33191-20-R-4024
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| File | Type | Posted |
|---|---|---|
| Rota IDIQ Amend 0003 21 AUG 2020.pdf | ||
| N3319120R4024 Amendment 0002.pdf | ||
| N3319120R4024 Amendment 0001.pdf | ||
| N33191-20-R-4024 IDIQ Rota Solicitation.pdf | ||
| J-01 IDIQ ELINs.pdf |
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ELIN-BASE PERIOD IQ
| EXHIBIT LINE ITEM NUMBERS | ||||||
| SOLICITATION NO. N33191-20-R-XXXX | ||||||
| EXHIBIT A - CLIN 0002 | ||||||
| PROVIDE UNIT PRICES FOR INDEFINITE DELIVERY INDEFINITE QUANTITY WORK | ||||||
| ELINs A700 through A869 | ||||||
| ELIN | SHORT DESDRIPTION | FULL DESDRIPTION | EST | |||
| QTY | UNIT OF | |||||
| ISSUE | Unit Price (USD) | Total (USD) | ||||
| UNIT PRIDED TASK (UPT) WORK | ||||||
| DEMOLITION AND REMOVAL | ||||||
| A700 | Demolition and Removal of Bituminous Asphalt Pavement | The Contractor shall perform the demolition and removal of existing bituminous asphalt pavement. The asphalt pavement shall be saw cut, to a minimum depth of 150 mm, extending out 30.5 cm beyond the edge of the aggregate base to be removed. All saw cuts shall be made with vertical straight faces making one pair of faces at right angles to traffic flow. Broken pavement, debris and resulting loose material shall be removed from limits of the station daily. All work shall be performed in accordance with Sections 01 57 19.00 20 - “Temporary Environmental Controls” & 02 41 00 - “Demolition”. Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width (L x W). Dimensions and locations will be specified on the task order. | 240 | SM | 0.00 | |
| A701 | Cold Milling of Bituminous Asphalt Pavements | The Contractor shall perform cold milling 5 cm depth on existing bituminous asphalt pavement. All debris and resulting loose milled material shall be removed from limits of the station daily. All work shall be performed in accordance with Sections 32 0116 17 - "Cold Milling". Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width (L x W). Dimensions and locations will be specified on the task order. | 960 | SM | 0.00 | |
| A702 | Demolition and Removal of Aggregate Base | The Contractor shall perform the demolition and removal of existing aggregate to a minimum depth of 20 cm. Typical details will be provided with each task order. Debris and resulting loose material shall be removed from limits of the station daily. All work shall be performed in accordance with Sections 01 57 19.00 20 - “Temporary Environmental Controls” & 02 41 00 - “Demolition”. Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, area length by width by depth (L x W x D). Dimensions and locations will be specified on the task order. | 2,500 | CM | 0.00 | |
| A703 | Removal and Reinstallation or Disposal of Concrete Wheel Stops | The Contractor shall perform the removal and reinstallation or disposal of existing concrete wheel stops. All work shall be performed in accordance with Sections 01 57 19.00 20 - “Temporary Environmental Controls” & 02 41 00 - “Demolition”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 100 | EA | 0.00 | |
| A704 | Demolition and Removal of Concrete Curbs | The Contractor shall perform the demolition and removal of existing pre-cast concrete curbs. All work shall be performed in accordance with Section 01 57 19.00 20 - “Temporary Environmental Controls” & 02 41 00 - “Demolition”. Unit of measurement shall be linear meters (LM). Units and locations will be specified on the task order. | 125 | LM | 0.00 | |
| A705 | Demolition and Removal of Storm Drainage Headwalls | The Contractor shall perform the demolition and removal of existing storm drainage headwalls. Broken concrete, debris and resulting loose material shall be removed from limits of the station daily. All work shall be performed in accordance with Section 01 57 19.00 20 - “Temporary Environmental Controls” & 02 41 00 - “Demolition”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 240 | EA | 0.00 | |
| A706 | Demolition and Removal of Concrete Pipe Culverts | The Contractor shall perform the removal of existing pipe culverts. Old culvert pipe, debris and resulting loose material shall be removed from limits of the station daily. All work shall be performed in accordance with Section 01 57 19.00 20 - “Temporary Environmental Controls” & 02 41 00 - “Demolition”. Unit of measurement shall be linear meters (LM). Units and locations will be specified on the task order. | 960 | LM | 0.00 | |
| A707 | Demolition and Removal of Concrete Sidewalks | The Contractor shall perform demolition and removal of existing concrete sidewalks, all as indicated on the contract task order and site plans (as applicable). Where required and indicated, concrete shall be saw cut. Typical details will be provided with each task order. Broken concrete, debris and resulting loose material shall be removed from limits of the station daily. All work shall be performed in accordance with Sections 01 57 19.00 20-“Temporary Environmental Controls” & 02 41 00-“Demolition”. Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width (L x W) considering an average depth of 0.1m . Dimensions and locations will be specified on the task order. | 2,500 | SM | 0.00 | |
| A708 | Demolition and Removal of Reinforced Concrete Slabs | Includes all labor, materials, equipment, supervision and transportation required to perform the demolition and removal of existing plain concrete slabs, all as indicated on the contract delivery order and site plans (as applicable). Where required and indicated, concrete shall be saw cut. Typical details will be provided with each delivery order. Broken concrete, debris and resulting loose material shall be removed from limits of the station daily. All work shall be performed in accordance with Sections 01575-“Temporary Environmental Controls” & 02220-“Demolition and Removal”. | ||||
| Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, area length by width by depth (L x W x D). Dimensions and locations will be specified on the task order. | 1,200 | CM | 0.00 | |||
| A709 | Reserved nos. | |||||
| A710 | Reserved nos. | |||||
| A711 | Reserved nos. | |||||
| EARTHWORK | ||||||
| A712 | Earthwork for Construction of Bituminous Asphalt Pavements | The Contractor shall perform the general earthwork required for the construction of bituminous asphalt paved roads and parking lots. The work includes performing site preparation, excavation, compaction, removal of excess material and grading, all as necessary to construct bituminous asphalt paved roads, and parking lots at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #'s 7 & 8. All work shall be performed in accordance with Section 31 23 00.00 20 - “Excavation and Fill”. Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, area length by width by depth (L x W x D). Dimensions, slopes and finished grade will be specified on the task order. | 2,500 | CM | 0.00 | |
| A713 | Earthwork for Storm Sewer Pipe (4 meter max. depth) | The Contractor shall perform the general excavation required for the installation storm drainage pipe. The work includes performing site preparation, excavation, installation of granular pipe bedding, backfill, compacting, removal of excess material and grading, all as necessary to install storm sewer pipe and other related appurtenances at the finished grade and elevations indicated. Maximum depth shall be 4 meter. Typical details are shown on contract drawing Paviment Plate # 1. All work shall be performed in accordance with Section 31 23 00.00 20 - “Excavation and Fill”. Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, length by width by depth (L x W x D). Dimensions, slopes and finished grade will be specified on the task order. | 1,200 | CM | 0.00 | |
| A714 | Earthwork for Storm Sewer Manholes (4 meter max. depth) | The Contractor shall perform the general excavation required for the construction of storm sewer manholes. The work includes performing site preparation, excavation, backfill, compacting, removal of excess material and grading, all as necessary to install storm sewer manholes at the finished grade and elevations indicated. Maximum depth shall be 4 meter. Typical details are shown on contract drawing Paviment Plate #2. All work shall be performed in accordance with Section 31 23 00.00 20 - “Excavation and Fill”. Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, length by width by depth (L x W x D). Dimensions, slopes and finished grade will be specified on the task order. | 480 | CM | 0.00 | |
| A715 | Earthwork For Storm Drainage Channels/Reshaping (4 meter max. depth) | The Contractor shall perform the general excavation required for the construction of storm drainage channels. The work includes performing site preparation, excavation for new channel and reshaping for old channel, backfill, compaction, installation of organic mat, removal of excess material and grading, all as necessary to construct storm drainage channels at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #3. All work shall be performed in accordance with Section 31 23 00.00 20 - “Excavation and Fill”. Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, length by width by depth (L x W x D). Dimensions, slopes and finished grade will be specified on the task order. | 150 | CM | 0.00 | |
| A716 | Earthwork for Construction of Sidewalks | The Contractor shall perform the general earthwork required for the construction of concrete sidewalks. The work includes performing site preparation, excavation, compaction, and removal of excess material and grading, all as necessary to construct concrete sidewalks at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #18. All work shall be performed in accordance with Section 31 00 00 -“Earthwork”. Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width (L x W) considering an average depth of 0.1m . Dimensions and locations will be specified on the task order. | 1,500 | SM | 0.00 | |
| A717 | Grading | Includes all labor, materials, equipment, supervision and transportation required to grade areas to drain water away from structures and to provide suitable surfaces for mowing machines at the finished grade and elevations indicated. All work shall be performed in accordance with Section 02302-“Excavation, Back-filling, and Compacting for Utilities”. | ||||
| Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, area length by width by depth (L x W x D). Dimensions, slopes and finished grade will be specified on the delivery order | 100 | CM | 0.00 | |||
| A718 | Reserved nos. | |||||
| A719 | Reserved nos. | |||||
| A720 | Reserved nos. | |||||
| STORM DRAINAGE | ||||||
| A721 | Concrete Storm Sewer Pipe (Ø20 cm) | The Contractor shall perform the installation of 20 cm. diameter concrete storm drainage pipe. The work includes providing granular pipe bedding material, concrete storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate # 1. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage”. Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A722 | Concrete Storm Sewer Pipe (Ø30 cm) | The Contractor shall perform the installation of 30 cm. diameter concrete storm drainage pipe. The work includes providing granular pipe bedding material, concrete storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate # 1. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage”. Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A723 | Concrete Storm Sewer Pipe (Ø40 cm) | The Contractor perform the installation of 40 cm. diameter concrete storm drainage pipe. The work includes providing granular pipe bedding material, concrete storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate # 1. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage”. Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A724 | Concrete Storm Sewer Pipe (Ø50 cm) | The Contractor shall perform the installation of 50 cm. diameter concrete storm drainage pipe. The work includes providing granular pipe bedding material, concrete storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #1. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage". Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A725 | Concrete Storm Sewer Pipe (Ø60 cm) | The Contractor shall perform the installation of 60 cm. diameter concrete storm drainage pipe. The work includes providing granular pipe bedding material, concrete storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #1. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage”. Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A726 | PVC Storm Sewer Pipe (Ø12.5 cm) | The Contractor shall perform the installation of 12.5 cm. diameter PVC storm drainage pipe. The work includes providing granular pipe bedding material, PVC storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #3. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage”. Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A727 | PVC Storm Sewer Pipe (Ø16 cm) | The Contractor shall perform the installation of 16 cm. diameter PVC storm drainage pipe. The work includes providing granular pipe bedding material, PVC storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #3. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage”. Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A728 | PVC Storm Sewer Pipe (20 cm) | The Contractor shall perform the installation of 20 cm. diameter PVC storm drainage pipe. The work includes providing granular pipe bedding material, PVC storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #3. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage”. Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A729 | PVC Storm Sewer Pipe (Ø25 cm) | The Contractor shall perform the installation of 25 cm. diameter PVC storm drainage pipe. The work includes providing granular pipe bedding material, PVC storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #1. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage". Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A730 | PVC Storm Sewer Pipe (Ø31.5 cm) | The Contractor shall perform the installation of 31.5 cm. diameter PVC storm drainage pipe. The work includes providing granular pipe bedding material, PVC storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #1. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage”. Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A731 | PVC Storm Sewer Pipe (Ø40 cm) | The Contractor shall perform the installation of 40 cm. diameter PVC storm drainage pipe. The work includes providing granular pipe bedding material, PVC storm drainage pipe, fittings and joints at the finished grade and elevations indicated. Typical details are shown on contract drawing Paviment Plate #1. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill” and 33 40 01 - “Storm Drainage”. Unit of measurement shall be linear meters (LM). Dimensions, slopes and locations will be specified on the task order. | 480 | LM | 0.00 | |
| A732 | Construct Storm Drainage Headwalls | The Contractor shall perform the construction of reinforced concrete headwalls. The work includes performing site preparation, excavation and /or fill, forming, reinforcement, concrete placement, backfill, compaction, removal of excess material and grading, all as necessary to construct concrete storm drainage headwalls at the finished grades and elevations indicated. Typical details are shown on contract drawing Paviment Plate #5. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill”, 33 40 01 - “Storm Drainage”, and 03 33 00 -“Cast-In-Place Architectural Concrete”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 240 | EA | 0.00 | |
| A733 | Install Pre-Cast Storm Sewer Manhole (0 - 1 meter depth) | The Contractor shall perform the installation of pre-cast concrete storm sewer manholes. The work includes supply, delivery and installation of pre-cast concrete manholes, including manhole base, riser, eccentric cone, frames and covers, as applicable, and connection of pipe, all as necessary for the construction of concrete storm drainage manholes at the finished grades and elevations indicated. Typical details are shown on contract drawing Paviment Plate #2. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill”, 33 40 01 - “Storm Drainage”, 03 33 00 -“Cast-In-Place Architectural Concrete”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 290 | EA | 0.00 | |
| A734 | Install Pre-Cast Storm Sewer Manhole (1 - 3 meter depth) | The Contractor shall perform the installation of pre-cast concrete storm sewer manholes. The work includes supply, delivery and installation of pre-cast concrete manholes, including manhole base, riser, eccentric cone, frames and covers, as applicable, and connection of pipe, all as necessary for the construction of concrete storm drainage manholes at the finished grades and elevations indicated. Typical details are shown on contract drawing Paviment Plate #2. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill”, 33 40 01 - “Storm Drainage”, 03 33 00 -“Cast-In-Place Architectural Concrete”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 290 | EA | 0.00 | |
| A735 | Install Pre-cast Concrete Storm Drainage Catch Basin | The Contractor shall perform the installation of pre-cast concrete storm drainage catch basins. The work includes excavation, supply, delivery and installation of pre-cast concrete catch basins, including base, riser, frames and grating, as applicable, and connection to piping, all as necessary for the construction of concrete storm drainage catch basins at the finished grades and elevations indicated. Typical details are shown on contract drawing Paviment Plate #6. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill”, 33 40 01 - “Storm Drainage”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 290 | EA | 0.00 | |
| A736 | Construct Brick Storm Drainage Catch Basin | The Contractor shall perform the fabrication of brick storm drainage catch basins. The work includes excavation, brick work, armored concrete base, riser, walls, patching and finish, frames and grating, as applicable, and connection to piping, all as necessary for the construction of brick storm drainage catch basins at the finished grades and elevations indicated. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill”, 33 40 01 - “Storm Drainage”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 290 | EA | 0.00 | |
| A737 | Install Rip-Rap Storm Drainage Channel Lining | The Contractor shall install rip-rap storm drainage channel lining. The work includes supply, delivery and installation of rip-rap channel lining. Typical detail is shown on contract drawing Paviment Plate #4. All work shall be performed in accordance with Sections 31 23 00.00 20 - “Excavation and Fill”, 33 40 01 - “Storm Drainage”, and 03 33 00 -“Cast-In-Place Architectural Concrete”. Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width, (L x W). Dimensions and locations will be specified on the task order. | 1,440 | SM | 0.00 | |
| A738 | Up-rise Manhole | The Contractor shall perform the uprising of manhole. The work includes performing removal of frame and cover, bricks placement, reinstallation of frame and cover, removal of excess material and grading, all as necessary to up-rise manhole at the finished grades and elevations indicated. Typical details are shown on contract drawing Paviment Plate #2. All work shall be performed in accordance with Section 33 40 01 - “Storm Drainage Utilities”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 290 | EA | 0.00 | |
| A739 | Up-rise Drainage Grate | The Contractor shall perform the uprising of drainage grate. The work includes performing removal of frame and grate, bricks placement, reinstallation of frame and grate, removal of excess material and grading, all as necessary to up-rise drainage grate at the finished grades and elevations indicated. Typical details are shown on contract drawing Paviment Plate #6. All work shall be performed in accordance with Section 33 40 01 - “Storm Drainage”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 290 | EA | 0.00 | |
| A740 | Up-rise Valve or Meter Cover | The Contractor shall perform the uprising of valve/meter cover. The work includes performing removal of frame and cover, bricks placement, reinstallation of frame and cover, removal of excess material and grading, all as necessary to up-rise frame and cover at the finished grades and elevations indicated. All work shall be performed in accordance with Section 33 40 01 - “Storm Drainage Utilities”. Unit of measurement shall be Each (EA). Units and locations will be specified on the task order. | 290 | EA | 0.00 | |
| A741 | Reserved nos. | |||||
| A742 | Reserved nos. | |||||
| A743 | Reserved nos. | |||||
| BITUMINOUS ASPHALT PAVEMENT | ||||||
| A744 | Aggregate Sub-Base Course for Bituminous Asphalt Pavements | The Contractor shall perform the placement of crushed aggregate sub-base course for the bituminous asphalt pavement. The work includes performing site preparation, scarifying existing sub-grade, placement of ZA-40 aggregate sub-base, grading and compaction, as necessary for the construction of bituminous asphalt pavement. Sub-base | ||||
| courses must be compacted to 98% modified proctor density IAW UFC 3-201-01. When damage affects the base and sub-base courses, the damaged courses shall be entirely replaced with new material, which shall match the existing. Typical details are shown on contract drawing Paviment Plate #''s 7, 8 & 10. All work shall be performed in accordance with Section 32 11 24 - “Graded Crushed Aggregate Base Course for Flexible Pavement”. Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, area length by width by depth, (L x W x D). Dimensions will be specified on the task order. | 4,500 | CM | 0.00 | |||
| A745 | Aggregate Base Course for Bituminous Asphalt Pavements and Concrete Sidewalks | The Contractor shall perform the placement of aggregate base course for bituminous asphalt pavement and concrete sidewalks. The work includes performing site preparation, placement of ZA-25 aggregate base, grading and compaction, as necessary for the construction of the bituminous asphalt pavement and concrete sidewalks. Base courses must be. compacted to 100% modified proctor density. Minimum base thickness for concrete sidewalks shall be 150 mm compacted to 98% modified proctor density IAW UFC 3-201-01. When damage affects the base and sub-base courses, the damaged courses shall be entirely replaced with new material. Typical details are shown on contract drawing Paviment Plate #''s 7, 8 & 10. All work shall be performed in accordance with Section 32 11 24 - “Graded Crushed Aggregate Base Course for Flexible Pavement”. Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, area length by width by depth, (L x W x D). Dimensions will be specified on the task order. | 4,500 | CM | 0.00 | |
| A746 | Bituminous Asphalt Pavement Crack Sealing | The Contractor shall perform crack repair in existing asphalt pavements. The work includes site preparation, cleaning and sealing of cracks by application of hot-poured asphalt cement or bitumen sealant. Typical details are shown on contract drawing Paviment Plate # 9. All work shall be performed in accordance with Section 32 12 11 - “Bituminous Surface Treatment” or Section 32 01 22 "Bituminous Rejuvenation: Slurry Seal". Unit of measurement shall be linear meters (LM), as computed by measurement, in meters, area length (L). | 1,500 | LM | 0.00 | |
| A747 | Bituminous Asphalt Pavement Repair | The Contractor shall perform repair of existing bituminous asphalt pavement. The work includes surface preparation, supply, delivery and placement at least of 150 mm thick (50mm surface wearing course over a 100 mm thick base course) IAW UFC 3-201-01. Typical details are shown on contract drawing Paviment Plate #10. All work shall be performed in accordance with Section 32 12 17 - “Hot Mix Bituminous Pavement” and Section 32 12 10 – “Bituminous Tack and Prime Coats”. Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width, (L x W). | 5,000 | SM | 0.00 | |
| A748 | Bituminous Asphalt Pavement Overlay | The Contractor shall perform the application of bituminous asphalt pavement overlay to the existing pavement. The work includes surface preparation, supply, delivery and placement at least of 50 mm surface wearing course IAW UFC 3-201-01compacted hot bituminous asphalt cement D12 wearing coat and tack coat. Typical details are shown on contract drawing Paviment Plate #11. All work shall be performed in accordance with Sections 32 12 17 - “Hot Mix Bituminous Pavement” and Section 32 12 10 – “Bituminous Tack and Prime Coats”. Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width, (L x W). | 5,000 | SM | 0.00 | |
| A749 | Bituminous Asphalt Pavement Slurry Seal | The Contractor shall perform the application of slurry seal on existing pavement. The work includes all labor, materials, equipment, supervision and transportation required to perform the application of asphalt slurry seal to existing asphalt pavement. The work includes surface preparation, and application of asphalt slurry seal. Typical details are shown on contract drawing Paviment Plate #17. All work shall be performed in accordance with Sections 32 12 17 -“Bituminous Hot Mix Pavement” and 32 01 22 -“Bituminous Rejuvenation: Slurry Seal”. Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width, (L x W). Dimensions will be specified on the task order. | 10,000 | SM | 0.00 | |
| A750 | Bituminous Asphalt Pavement Surface Treatment | The Contractor shall perform treatment on the bituminous asphalt pavement. The work includes all labor, materials, equipment, supervision and transportation required to perform the application of bituminous surface treatment. The work includes surface preparation and application of bituminous surface treatment. Typical details are shown on contract drawing Paviment Plate #17.All work shall be performed in accordance with Sections 32 12 17 Hot Mix Bituminous Pavement & Section 32 12 11-“Bituminous Surface Treatment”. Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width, (L x W). Dimensions will be specified on the task order. | 1,000 | SM | 0.00 | |
| A751 | New Bituminous Asphalt Pavement | The Contractor shall perform the application of new bituminous asphalt pavement. The work includes surface preparation, supply, delivery and placement at least of 150mm thick (50mm surface wearing course over a 100 mm thick base course) IAW UFC 3-201-01 compacted bituminous asphalt pavement D 12 wearing course, and tack coat. Typical details are shown on contract drawing Paviment Plate #'s 7 & 8. All work shall be performed in accordance with Section 32 12 17 - “Hot Mix Bituminous Pavement”. Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length, by width, (L x W). Dimensions will be specified on the task order. | 2,500 | SM | 0.00 | |
| A752 | Reserved nos. | |||||
| A753 | Reserved nos. | |||||
| A754 | Reserved nos. | |||||
| PAVEMENT MARKINGS | ||||||
| A755 | Obliteration of Existing Bituminous Asphalt Pavement Road Markings | The Contractor shall perform the obliteration of existing road and airfield markings. All work shall be performed in accordance with Section 32 17 23.00 20-“Pavement Markings”. Unit of measurement shall be square meters (SM) of painted area, as computed by multiplying, in meters, area length, by width, (L x W). Dimensions and locations will be specified on the task order. | 480 | SM | 0.00 | |
| A756 | Paint Solid Pavement Lines | The Contractor shall perform the painting of solid pavement lines. The work includes surface preparation and painting of 10 cm wide solid pavement lines. Application of this ELIN will be used for pavement lines, parking stall, diagonal no-parking lines and airfield lines. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be linear meters (LM) of painted area. Paint colors, dimensions and locations will be specified on the task order. | 500 | LM | 0.00 | |
| A757 | Paint Reflective Solid Pavement Lines | The Contractor shall perform the painting of solid reflective pavement lines. The work includes surface preparation and painting of 10 cm (4 inch) wide solid pavement lines. Application of this ELIN will be used for pavement lines, parking stall, diagonal no-parking lines and airfield lines. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be linear meters (LM) of painted area. Paint colors, dimensions and locations will be specified on the task order. | 500 | LM | 0.00 | |
| A758 | Paint Center Pavement Lines | The Contractor shall perform the painting of center pavement lines. The work includes surface preparation and painting of 10 cm wide center pavement lines. Application of this ELIN will be used for pavement lines, parking stall, diagonal no-parking lines and airfield lines. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be linear meters (LM) of painted area. Paint colors, dimensions and locations will be specified on the task order. | 500 | LM | 0.00 | |
| A759 | Paint Reflective Center Pavement Lines | The Contractor shall perform the painting of center reflective pavement lines. The work includes surface preparation and painting of 10 cm (4 inch) wide reflective center pavement lines. Application of this ELIN will be used for pavement lines, parking stall, diagonal no-parking lines and airfield lines. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be linear meters (LM) of painted area. Paint colors, dimensions and locations will be specified on the task order. | 500 | LM | 0.00 | |
| A760 | Paint Concrete Wheel Stops and Curbs | The Contractor shall perform the painting of existing concrete wheel stops and pavement curbs. The work includes surface preparation and painting of all designated exposed surfaces. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be square meters (SM) of painted area, as computed by multiplying actual dimensions of paint length, by width, (L x W). Paint colors, dimensions and locations will be specified on the task order. | 500 | SM | 0.00 | |
| A761 | Paint Pedestrian Crosswalk Markings | The Contractor shall perform the painting of pedestrian crosswalk markings. The work includes surface preparation and painting. Typical details are shown on contract drawing Paviment Plate #14. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be square meters (SM) of actual painted area, as computed by multiplying actual dimensions of paint length, by width, (L x W). Paint colors and locations will be specified on the task order. | 960 | SM | 0.00 | |
| A762 | Paint Reflective Pedestrian Crosswalk Markings | The Contractor shall perform the painting of reflective pedestrian crosswalk markings. The work includes surface preparation and painting. Typical details are shown on contract drawing Paviment Plate #14. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be square meters (SM) of actual painted area, as computed by multiplying actual dimensions of paint length, by width, (L x W). Paint colors and locations will be specified on the task order. | 960 | SM | 0.00 | |
| A763 | Paint Stop Markings | The Contractor shall perform the painting of stop markings. The work includes surface preparation and painting. Typical details are shown on contract drawing Paviment Plate #14. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be square meters (SM) of actual painted area, as computed by multiplying actual dimensions of paint length, by width, (L x W). Paint colors and locations will be specified on the task order. | 960 | SM | 0.00 | |
| A764 | Paint Reflective Stop Markings | The Contractor shall perform the painting of reflective stop markings. The work includes surface preparation and painting. Typical details are shown on contract drawing Paviment Plate #14. All work shall be performed in accordance with Section 32 17 23.00 20-“Pavement Markings”. Unit of measurement shall be square meters (SM) of actual painted area, as computed by multiplying actual dimensions of paint length, by width, (L x W). Paint colors and locations will be specified on the task order. | 960 | SM | 0.00 | |
| A765 | Paint Yield Markings | The Contractor shall perform the painting of yield markings. The work includes surface preparation and painting. Typical details are shown on contract drawing Paviment Plate #15. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be Each (EA). Paint colors and locations will be specified on the task order. | 480 | EA | 0.00 | |
| A766 | Paint Reflective Yield Markings | The Contractor shall perform the painting of yield markings. The work includes surface preparation and painting. Typical details are shown on contract drawing Pavimjent Plate #15. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be Each (EA). Paint colors and locations will be specified on the task order. | 480 | EA | 0.00 | |
| A767 | Paint Direction Arrows Markings | The Contractor shall perform the painting of directional arrow markings. The work includes surface preparation and painting. Typical details are shown on contract drawing Paviment Plate #15. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be EA (EA). Paint colors and locations will be specified on the task order. Unit of measurement shall be Each (EA). Paint colors and locations will be specified on the task order. | 10 | EA | 0.00 | |
| A768 | Paint Reflective Direction Arrows Markings | The Contractor shall perform the painting of reflective directional arrow markings. The work includes surface preparation and painting. Typical details are shown on contract drawing Paviment Plate #15. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be Each (EA). Paint colors and locations will be specified on the task order. | 5 | EA | 0.00 | |
| A769 | Paint Special Markings | The Contractor shall perform the painting of special pavement markings, such as but not limited to, handicap parking symbols and "NO PARKING" letters. The work includes surface preparation and painting. Typical details are shown on contract drawing Paviment Plate #14. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be square meters (SM) of actual painted area, as computed by multiplying actual dimensions of paint area length, by width, (L x W). Paint colors and locations will be specified on the task order. | 500 | SM | 0.00 | |
| A770 | Pavement Traffic Road Reflectors | The Contractor shall perform the installation of pavement traffic reflectors. The work includes supply, delivery, surface preparation and installation. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be Each (EA). Reflector colors and locations will be specified on the task order. | 960 | EA | 0.00 | |
| A771 | Pavement Striping | The Contractor shall perform the re-striping of existing striped roads and to stripe newly paved or otherwise un-striped roads, in accordance with the Spanish law and PG-3. The work shall include all types of solid and reflective striping and pavement marking of all types, including but not limited to: obliteration of existing road markings, solid and broken striping center and lateral striping, pavement traffic reflectors, all pavement edge markings, turning radius markings, pedestrian crosswalk markings, directional arrows, stop or yield pavement markings, and any special markings required. Typical details are shown on contract drawing Paviment Plate #'s 14 & 15. All work shall be performed in accordance with Section 32 17 23.00 20 -“Pavement Markings”. Unit of measurement shall be kilometer (KM) of painted area. Paint colors, dimensions and locations will be specified on the task order. | 20 | KM | 0.00 | |
| A772 | Parking Lot Striping | The Contractor shall perform the re-striping of existing striped parking lots same as existing and to stripe newly paved or otherwise un-striped parking areas. The work shall include all types of solid and reflective striping and pavement marking of all types, including but not limited to: obliteration of existing markings, solid and broken striping, pavement traffic reflectors, all pavement edge makings, turning radius markings, pedestrian crosswalk markings, directional arrows, stop or yield pavement markings, any special markings required, and concrete wheel stops and curbs. Typical details are shown on contract drawing Paviment Plate #'s 14 & 15. All work shall be performed in accordance with Section 32 17 23.00 20-“Pavement Markings”. Unit of measurement shall be square meter (SM) of painted area. Paint colors, dimensions and locations will be specified on the task order. | 5,000 | SM | 0.00 | |
| A773 | Repaing Airfield Markings | The work includes the removal of of horizontal repaint and striping in requested areas and cleaning up; and incidental related work. The work shall include all types of solid and reflective striping and marking of all types, including but not limited to: obliteration of existing markings, solid and broken striping, all edge makings, turning radius markings and any special markings required. All work shall be in accordance with paint removal from airfield pavements and section 32 17 23.00 20 pavement markings. Contractor shall provide equipment capable to remove and paint pavement markings.Work shall be requires special scheduling and shall be executed in several shifts, 24 hours per day and weekends. The work shall be completed within the week scheduled by the Government, including painting and cleaning. Some areas may be painted before the scheduled week. During the time scheduled, the airport will be closed. Only in case of emergency, the contractor shall have to immediately clear the work area upon request. The selection of the working days will be made by the Government at least one (1) month in advance. The contractor shall identify on the construction schedule each factor which constitutes a potential interruption to operations and shall prepare remedial actions for those events.The contractor shall schedule the work to complete all activities in specified days. The works could be executed in phases. The contractor shall not start the works in the following Phase until completion of previous Phase. | ||||
| Unit of measurement shall be square meter (SM), as computed by multiplying, in meters, area length, by width, (L x W). | 5,000 | SM | 0.00 | |||
| A774 | Reserved nos. | |||||
| A775 | Reserved nos. | |||||
| A776 | Reserved nos. | |||||
| CAST-IN PLACE CONCRETE WORK | ||||||
| A777 | Reinforced Sidewalks Construction | The Contractor shall perform the construction of 10 cm thick reinforced concrete sidewalks. The work includes site preparation, construction and installation of forms, placement of WWF steel, concrete placement, installation of vapor barrier, installation of expansion joints and control joints, and finish. Typical details are shown on contract drawing Paviment Plate #18. All work shall be performed in accordance with Section 03 33 00-“Cast-In-Place Architectural Concrete”. Unit of measurement shall be square meter (SM), as computed by multiplying, in meters, area length, by width, (L x W). Dimensions will be specified on the task order. | 1,920 | SM | 0.00 | |
| A778 | Concrete Wheel Stops | The Contractor shall provide and install concrete wheel stops. The work includes fabrication and installation of concrete wheel stops. Typical wheel stop construction detail is shown on contract drawing Paviment Plate #16. All work shall be performed in accordance with Section 03 33 00 -“Cast-In-Place Architectural Concrete”. Unit of measurement shall be each (EA). Units and locations will be specified on the task order. | 10 | EA | 0.00 | |
| A779 | Reserved nos. | |||||
| A780 | Reserved nos. | |||||
| A781 | Reserved nos. | |||||
| REINFORCEMENT | ||||||
| A782 | Reinforced Concrete Slabs of Compressive Strength 210fck 250 Kg/cm² | Includes all labor, materials, equipment, supervision and transportation required to perform the construction of concrete slabs of a compressive strength 210fck250 Kg/cm². The work includes site preparation, construction and installation of forms, concrete placement, installation of vapor barrier, installation of expansion joints and finish. Minimum reinforced concrete slab thickness shall be 15 cm (6 inch). Any other slab thickness higher than the minimum will be specified on each task order. Typical details are shown on contract drawing Paviment Plate #19. Minimum concrete compressive strength shall be fck = 210 Kg/cm². Any other concrete compressive strength stronger than the minimum will be specified on each delivery order. Minimum WWF reinforcement shall be 15 x 15 cm, 6 mm. Any other WWF reinforcement stronger than the minimum will be specified on each delivery order. All work shall be performed in accordance with Sections 03100-“Concrete Forms and Accessories”, and 03300-“Cast-In-Place Concrete”. Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, area length by width by depth (L x W x D). Dimensions will be specified on the delivery order. | 650 | CM | 0.00 | |
| A783 | Reinforced Concrete Slabs of Compressive Strength 250fck 300 Kg/cm² | Includes all labor, materials, equipment, supervision and transportation required to perform the construction of concrete slabs of a compressive strength 250fck300 Kg/cm². The work includes site preparation, construction and installation of forms, concrete placement, installation of vapor barrier, installation of expansion joints and finish. Minimum reinforced concrete slab thickness shall be 15 cm (6 inch). Any other slab thickness higher than the minimum will be specified on each delivery order. Typical details are shown on contract drawing Paviment Plate #19. Any other concrete compressive strength included in the above values will be specified on each delivery order. Minimum WWF reinforcement shall be 15 x 15 cm, 6 mm. Any other WWF reinforcement stronger than the minimum will be specified on each task order. All work shall be performed in accordance with Sections 03100-“Concrete Forms and Accessories”, and 03300-“Cast-In-Place Concrete”. | ||||
| Unit of measurement shall be cubic meters (CM), as computed by multiplying, in meters, area length by width by depth (L x W x D). Dimensions will be specified on the delivery order. | 650 | CM | 0.00 | |||
| A784 | Welded Wire Fabric (WWF) (15 x 15) cm, 6 mm² | Includes all labor, materials, equipment, supervision and transportation required to perform the reinforcement of concrete slabs with 15 x 15 cm reticle 6 mm² WWF. The work includes preparation, fabrication and placement of welded wire fabric, wire ties, supports, and other devices necessary to install and secure reinforcing WWF. Typical details are shown on contract drawing Paviment Plate #19. All work shall be performed in accordance with Section 03200-“Concrete Reinforcement”. | ||||
| Unit of measurement shall be square meter (SM), as computed by multiplying, in meters, area length, by width, (L x W). | 1,920 | SM | 0.00 | |||
| A785 | Welded Wire Fabric (WWF) (15 x 15) cm, 8 mm | Includes all labor, materials, equipment, supervision and transportation required to perform the reinforcement of concrete slabs with 15 x 15 cm reticle 8 mm² WWF. The work includes preparation, fabrication and placement of welded wire fabric, wire ties, supports, and other devices necessary to install and secure reinforcing WWF. Typical details are shown on contract drawing Paviment Plate #19. All work shall be performed in accordance with Section 03200-“Concrete Reinforcement”. | ||||
| Unit of measurement shall be square meter (SM), as computed by multiplying, in meters, area length, by width, (L x W). | 1,920 | SM | 0.00 | |||
| A786 | Welded Wire Fabric (WWF) (15 x 15) cm, 10 mm² | Includes all labor, materials, equipment, supervision and transportation required to perform the reinforcement of concrete slabs with 15 x 15 cm reticle 10 mm² WWF. The work includes preparation, fabrication and placement of welded wire fabric, wire ties, supports, and other devices necessary to install and secure reinforcing WWF. Typical details are shown on contract drawing Paviment Plate #19. All work shall be performed in accordance with Section 03200-“Concrete Reinforcement”. | ||||
| Unit of measurement shall be square meter (SM), as computed by multiplying, in meters, area length, by width, (L x W). | 1,920 | SM | 0.00 | |||
| A787 | Reserved nos. | |||||
| A788 | Reserved nos. | |||||
| A789 | Reserved nos. | |||||
| ROOFING | ||||||
| A790 | Removal of Corrugated and Pre-Formed Metal Roofing Ridge. | The Contractor shall perform the removal of existing corrugated and pre-formed metal roofing ridge. All rubbish, debris and loose material resulting from removal of corrugated and pre-formed metal roofing ridge shall be removed from limits of the Naval Station daily. All work shall be performed in accordance with Sections 01 57 19.00 20 & 02 41 00 Unit of measurement shall be linear meters (LM) of removed roof ridge. Dimensions and locations will be specified on the task order. | 60 | LM | 0.00 | |
| A791 | Removal of Corrugated Cement-Asbestos Sheet Roofing. | The Contractor shall perform the removal of existing cement-asbestos sheet roofing. All rubbish, debris and loose material resulting from removal of cement-asbestos sheet roofing shall be removed from limits of the Naval Station daily. All work shall be performed in accordance with Sections 01 57 19.00 20, 02 41 00 & 02 82 14.00 10 Unit of measurement shall be square meters (SM), as computed by multiplying, in meters, area length by width (L x W) , including all overlaps, overhangs, around roofing equipment/vents. Vertical walls and general obstructions 30.48 cm. (one foot) and under and all vertical walls over 30.48 cm (one foot) should be added to the square meter total. Dimensions and locations will be specified on the task order. | 250 | SM | 0.00 |
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