Attach1-PRICE-ELIN-W912C324B0001-Paving-20240410.xlsx
XLSX spreadsheet 30 KB Posted
- Attached to
- AMEND 0002-Paving & Sustainable Infrastructure - Construction Federal contract opportunity
- Solicitation number
- W912C324B0001
About this file
This document is an Excel Attachment titled "Attach1-PRICE-ELIN-W912C324B0001-Paving-20240410.xlsx" containing the pricing and line item details for a federal contract opportunity.
The contract opportunity is for Paving & Sustainable Infrastructure construction at Fort Buchanan, Puerto Rico, solicited under Solicitation Number W912C324B0001. It is a Construction Firm Fixed-Price contract to be awarded to one vendor under an Indefinite Delivery/Indefinite Quantity (IDIQ) Contract. The contract has a North American Industry Classification System (NAICS) code of 237310 with a $45,000,000 size standard. The magnitude of the requirement is between $5,000,000 and $10,000,000.
The Excel attachment provides over 100 detailed line items for various paving, concrete, traffic control, drainage, and other construction services required under the contract. Unit prices are provided for the base year and four option years. Key line items include asphalt overlay, pavement patching, concrete curb and gutter, sidewalks, walls, traffic markings, guardrails, drainage infrastructure, and landscaping. The government will issue individual delivery orders against the IDIQ contract to fund the required work.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend0002-W912C324B0001-NewPaving IDIQ -20240508.pdf | ||
| Amend0001-W912C324B0001-NewPaving IDIQ -20240507.pdf | ||
| TE-1.2 MUTCD 11th Edition-W912C324B0001-Paving-2020410_Part2.pdf | ||
| TE-1.3 MUTCD 11th Edition-W912C324B0001-Paving-2020410_Part3.pdf | ||
| TE-1.1 MUTCD 11th Edition-W912C324B0001-Paving-2020410_Part1.pdf | ||
| TE-2 MUTCD_DOD_W912C324B0001-Paving-2020410.pdf | ||
| TE-3 USAG_FB Policy29-W912C324B0001-Paving-2020410.pdf | ||
| Released-W912C324B0001-NewPaving IDIQ -20240410.pdf | ||
| Attach2-SOW-W912C324B0001-Paving-20240410.docx | DOCX document | |
| Attach3-Drawing-W912C324B0001-NewPaving IDIQ -2024.pdf |
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Sheet1 Attachment 1-W912C324B0001, Paving at Fort Buchanan: LINE ITEMS (ELIN's)
| Section | ELIN | Product Name | Works Description | Estimated Quantity | Unit of Issue | Base Year | ELIN OY1 | Option 1 YR | ELIN OY2 | Option 2 YR | ELIN OY3 | Option 3 YR | ELIN OY4 | Option 4 YR | |||||
| Unit Price | Total | Unit Price | Total | Unit Price | Total | Unit Price | Total | Unit Price | Total | ||||||||||
| Asphalt | 0001AA | Asphalt Pavement Overlay (2" depth) | Work includes preparation of surface (i.e. mechanical broom cleaning), application of tack coat, placing HMAC and compacting it to 2”. In accordance with drawing (PS-1) and specifications within this contract. | 12500 | SQYD | 1001AA | 2001AA | 3001AA | 4001AA | ||||||||||
| 0001AB | Additional Asphalt Pavement Overlay (per inch 1" depth) | Work includes additional HMAC overlay per inch depth, in accordance with drawing (PS-1) and specifications within this contract. | 1500 | SQYD | 1001AB | 2001AB | 3001AB | 4001AB | |||||||||||
| 0001AC | Surface Asphalt Patching (up to 2”) | Saw cutting, excavation and removal up to 2” thick section of existing wearing surface. Applying a tack coat prior to placing HMAC and compacting it to a uniform compacted thickness of 2”. In accordance with drawing (PS-1) and specifications within this contract. | 750 | SQFT | 1001AC | 2001AC | 3001AC | 4001AC | |||||||||||
| 0001AD | Full Depth Asphalt Patching 8" – Lean Concrete Base | Saw cutting and removal of HMAC layer including 6” of existing base course on all sides. Excavation to a total depth of 8” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing 1,000 psi lean concrete to a depth of 6”. Cure concrete. Apply tack coat, lay and compact 2” of new HMAC. In accordance with drawing (PS-1) and specification within this contract. | 2500 | SQFT | 1001AD | 2001AD | 3001AD | 4001AD | |||||||||||
| 0001AE | Full Depth Asphalt Patching 8" – Crushed Gravel Base Course | Saw cutting and removal of HMAC layer including 6” of existing base course on all sides. Excavation to a total depth of 8” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing and compacting 6” base course of crushed gravel. Apply prime coat, lay and compact 2” of new HMAC. In accordance with drawing (PS-1) and specification within this contract. | 2500 | SQFT | 1001AE | 2001AE | 3001AE | 4001AE | |||||||||||
| 0001AF | Full Depth Asphalt Patching 10” – Lean Concrete | Saw cutting and removal of HMAC layer including 8” of existing base course on all sides. Excavation to a total depth of 10” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing 1,000 psi lean concrete to a depth of 8”. Cure concrete. Apply tack coat, lay and compact 2” of new HMAC. In accordance with drawing (PS-1) and specifications within this contract. | 2500 | SQFT | 1001AF | 2001AF | 3001AF | 4001AF | |||||||||||
| 0001AG | Full Depth Asphalt Patching 10” – Crushed Gravel Base Course | Saw cutting and removal of HMAC layer including 8” overlap of existing base course on all sides. Excavation to a total depth of 10” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing and compacting 8” base course of crushed gravel. Apply prime coat, lay and compact 2” of new HMAC. In accordance with drawing (PS-1) and specifications within this contract. | 2500 | SQFT | 1001AG | 2001AG | 3001AG | 4001AG | |||||||||||
| 0001AH | Pavement Cold Milling (asphalt or concrete) 2" depth | Work includes using a cold milling machine to remove 2” of pavement (concrete or asphalt). In accordance with specifications within this contract. | 1500 | SQYD | 1001AH | 2001AH | 3001AH | 4001AH | |||||||||||
| 0001AI | Additional Pavement Cold Milling (asphalt or concrete) per inch 1” depth | Work includes Cold Milling to remove an additional inch of pavement (concrete or asphalt), in accordance with specifications within this contract. | 750 | SQYD | 1001AI | 2001AI | 3001AI | 4001AI | |||||||||||
| 0001AJ | Concrete Shallow Gutter at Paving Area | Line items includes excavation, compaction of exposed sub-base/ground, form work, installation of 6 mil polyurethane sheets, rebars and concrete. In accordance with drawing (PS-2) and specifications within this contract. | 50 | LNFT | 1001AJ | 2001AJ | 3001AJ | 4001AJ | |||||||||||
| Foundations & Base Material | 0001AK | Shoulder Repair | Work includes the removal of the top 2” topsoil layer and replace it with new topsoil suitable for compaction. In accordance with drawing (PS-2) and specifications within this contract | 1000 | SQFT | 1001AK | 2001AK | 3001AK | 4001AK | ||||||||||
| 0001AL | Additional Base Course Replacement (per 1" depth) | Work includes the removal and disposition of unsuitable material under excavation (per inch depth) and the replacement with suitable and compactable base material (per inch). In accordance with specifications within this contract. | 1750 | SQYD | 1001AL | 2001AL | 3001AL | 4001AL | |||||||||||
| 0001AM | Additional Sub-Base Course, Gabion rock, 6" layer | This line items accounts for removing and disposing 6” of material and placing a geotextile separation fabric on the soil. Placing a 6” layer of washed 6”-minus gabion rock with a 100% of material passing the 2” sieve (No cage is necessary). In accordance with specifications within this contract. | 250 | SQYD | 1001AM | 2001AM | 3001AM | 4001AM | |||||||||||
| 0001AN | Geotextile Interlayer | Work includes the installation of the geotextile fabric layer (if not included on previous CLIN’s). In accordance with specifications within this contract. | 400 | SQYD | 1001AN | 2001AN | 3001AN | 4001AN | |||||||||||
| 0001AO | New 8’ Manhole | Line items includes excavation, crush stone base preparation, compaction, form work, reinforced concrete, 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawing (PS-11) and specifications within this contract. | 5 | EA | 1001AO | 2001AO | 3001AO | 3001AO | |||||||||||
| 0001AP | Raising Manholes and/or Gratings | Work includes selective demolition, welding, placing of reinforced concrete and/or placing and compacting pavement (HMAC or Concrete) around the finished work area. In accordance with drawing (PS-11) and specifications within this contract. | 5 | EA | 1001AP | 2001AP | 3001AP | 4001AP | |||||||||||
| 0001AQ | Raising Water Valves Access, Electrical Boxes | Work includes selective demolition, welding, placing of reinforced concrete and/or placing and compacting around the finished work area (on soil, asphalt or concrete). In accordance with specifications within this contract | 10 | EA | 1001AQ | 2001AQ | 3001AQ | 4001AQ | |||||||||||
| 0001AR | Concrete Handicap Ramp (Flared) | Work includes selective demolition, surface preparation, formwork, rebars, concrete, truncated domes and finishing. In accordance with drawing (PS-7) and specifications within this contract. | 5 | EA | 1001AR | 2001AR | 3001AR | 4001AR | |||||||||||
| 0001AS | Concrete Handicap Ramp (Parallel) | Work includes selective demolition, surface preparation, formwork, rebars, concrete, truncated domes and finishing. In accordance with drawing (PS-7) and specifications within this contract. | 5 | EA | 1001AS | 2001AS | 3001AS | 4001AS | |||||||||||
| Concrete | 0001AT | Concrete Handicap Ramp (Curb type) | Work includes selective demolition, surface preparation, formwork, rebars, concrete, truncated domes and finishing. In accordance with drawing (PS-7) and specifications within this contract. | 5 | EA | 1001AT | 2001AT | 3001AT | 4001AT | ||||||||||
| 0001AU | Concrete Curb and Gutter (Type A) | Line items includes excavation, base preparation, compaction, form work, reinforcement, concrete and backfill with similar material around the transition area (topsoil, concrete or asphalt). In accordance with drawing (PS-5) and specifications within this contract. | 1250 | LNFT | 1001AU | 2001AU | 3001AU | 4001AU | |||||||||||
| 0001AV | Concrete Curb and Gutter (Type B) | Line items includes excavation, base preparation, compaction, form work, reinforcement, concrete and backfill with similar material around the transition area (topsoil, concrete or asphalt). In accordance with drawing (PS-5) and specifications within this contract. | 1000 | LNFT | 1001AV | 2001AV | 3001AV | 4001AV | |||||||||||
| 0001AW | Concrete Curb and Gutter (Type C) | Line items includes excavation, base preparation, compaction, form work, reinforcement, concrete and backfill with similar material around the transition area (topsoil, concrete or asphalt). In accordance with drawing (PS-5) and specifications within this contract. | 500 | LNFT | 1001AW | 2001AW | 3001AW | 4001AW | |||||||||||
| 0001AX | Typical sidewalk detail Type A (Rebars) | Line items includes the excavation, base course preparation, form work, concrete and reinforcement (#3 @ 12" o.c., e.w. and sidewalk thickened edges. In accordance with drawing (PS-7) and specifications within this contract. | 3750 | SF | 1001AX | 2001AX | 3001AX | 4001AX | |||||||||||
| 0001AY | Typical sidewalk detail Type B (Wire Mesh) | Line items includes the excavation, base course preparation, form work, concrete and reinforcement (6" x 6" W 2.9 x W 2.9 WWF Welded Wire Fabric) and sidewalk thickened edges. In accordance with drawing (PS-7) and specifications within this contract. | 3750 | SF | 1001AY | 2001AY | 3001AY | 4001AY | |||||||||||
| 0001AZ | 4" thick Concrete Slab | Works includes a 4 inches depth excavation, #4bar, 12" O.C. E.W., including 6” compacted base course, plastic, excavation, form work and 3000psi concrete. In accordance with specifications within this contract. | 5000 | SF | 1001AZ | 2001AZ | 3001AZ | 4001AZ | |||||||||||
| 0001BA | 5" thick Concrete Slab | Works includes a 5 inches depth excavation, #4bar, 12" O.C. E.W., including 6” compacted base course, plastic, excavation, form work and 3000psi concrete. In accordance with specifications within this contract. | 5000 | SF | 1001BA | 2001BA | 3001BA | 4001BA | |||||||||||
| 0001BB | 6" thick Concrete Slab | Works includes a 6 inches depth excavation, #5bar, 12" O.C. E.W., including 6” compacted base course, plastic, excavation, form work and 3000psi concrete. In accordance with specifications within this contract. | 5000 | SF | 1001BB | 2001BB | 3001BB | 4001BB | |||||||||||
| 0001BC | 8" thick Concrete Slab | Works includes a 8 inches depth excavation, #5bar, 12" O.C. E.W., including 6” compacted base course, plastic, excavation, form work and 3000psi concrete. In accordance with specifications within this contract. | 5000 | SF | 1001BC | 2001BC | 3001BC | 4001BC | |||||||||||
| 0001BD | Wall Section 1' - 4.5’ Height 6” x 6” | Wall Section with 3000psi concrete, 6 inches wide, #4 bar @ 12" O.C., 12" depth - 24" wide footing including excavation, 6” compacted base course, plastic, concrete, backfill and form work. In accordance with drawing (PS-12) and specifications within this contract | 125 | LF | 1001BD | 2001BD | 3001BD | 4001BD | |||||||||||
| 0001BE | Wall Section 5' - 8' Height | Wall Section with 3000psi concrete, 6 inches wide, #4 bar @ 10" O.C., 12" depth - 36" wide footing including excavation, 6” compacted base course, plastic, concrete, backfill and form work. In accordance with drawing (PS-12) and specifications within this contract | 125 | LF | 1001BE | 2001BE | 3001BE | 4001BE | |||||||||||
| 0001BF | Concrete Block Wall Section 8' Height | Wall Section with 6” concrete blocks. In accordance with drawing (PS-12) and specifications within this contract | 125 | LF | 1001BF | 2001BF | 3001BF | 4001BF | |||||||||||
| 0001BG | Concrete Block Wall Section 8' Height (Full Opening Seal) | Wall Section with 6” concrete blocks. In accordance with drawing (PS-12) and specifications within this contract | 125 | LF | 1001BG | 2001BG | 3001BG | 4001BG | |||||||||||
| 0001BH | Concrete trench w/steel grating and frame | Line items includes excavation, compacted crushed stone base preparation, rebars, form work, concrete, steel grate and frame, 1 cubic foot of backfill and finishing matching the existing pavement material. In accordance with drawing (PS-8) and specifications within this contract. | 50 | LF | 1001BH | 2001BH | 3001BH | 4001BH | |||||||||||
| 0001BI | Typical Open Concrete Drain | Line items includes excavation, compacted crushed stone base preparation, rebars, form work, concrete, 1 cubic foot of backfill, including 4” topsoil and sodding. In accordance with drawing (PS-8) and specifications within this contract. | 50 | LF | 1001BI | 2001BI | 3001BI | 4001BI | |||||||||||
| 0001BJ | Typical Concrete ditch | Line items includes excavation, compacted crushed stone base preparation, rebars, form work, concrete, 1 cubic foot of backfill, including 4” topsoil and sodding. In accordance with drawing (PS-8) and specifications within this contract. | 100 | SF | 1001BJ | 2001BJ | 3001BJ | 4001BJ | |||||||||||
| 0001BK | Guard post 6" diameter pipe bollard | Line items includes excavation, crushed stone base preparation, form work, a 6” dia. steel pipe, concrete, backfill and finishing matching the existing pavement material. In accordance with drawing (PS-12) and specifications within this contract. | 10 | EA | 1001BK | 2001BK | 3001BK | 4001BK | |||||||||||
| 0001BL | Concrete Pump (for the first 7 cubic yards) | Line item includes up to 7 cubic yards of concrete conveying and pumping to locations not accessible by conventional methods, including 100’ of hoses. Pump truck relocation for the first 20 cy. | 15 | EA | 1001BL | 2001BL | 3001BL | 4001BL | |||||||||||
| 0001BM | Concrete Pump (over 7 cubic yards) | Line item includes up to 7 cubic yards of concrete conveying and pumping to locations not accessible by conventional methods, including 100’ of hoses. Pump truck relocation for the first 20 cy. | 50 | CY | 1001BM | 1001BM | 3001BM | 4001BM | |||||||||||
| 0001BN | Concrete Pump (Additional 25’ hose) | This line items accounts for additional 25’ hoses for concrete pumps. In accordance with specifications within this contract. | 10 | EA | 1001BN | 2001BN | 3001BN | 4001BN | |||||||||||
| 0001BO | Concrete Pump (Pump relocation) | This line items accounts for additional concrete pump relocation. In accordance with specifications within this contract. | 5 | EA | 1001BO | 2001BO | 3001BO | 4001BO | |||||||||||
| Traffic Control & Markings | 0001BP | Remove traffic markings | Remove traffic markings by mechanical means, including grinding. In accordance with specifications within this contract. | 125 | SQFT | 1001BP | 2001BP | 3001BP | 4001BP | ||||||||||
| 0001BQ | Four (4") Inch Wide Traffic Lines (Traffic paint) Yellow, White, Blue or Red | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. In accordance with drawing (PS-3) and specifications within this contract. | 2500 | LNFT | 1001BQ | 2001BQ | 3001BQ | 4001BQ | |||||||||||
| 0001BR | Four (4") Inch Wide Traffic Lines (Thermoplastic Reflective paint) Yellow/White | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. In accordance with drawing (PS-3) and specifications within this contract. | 5000 | LNFT | 1001BR | 2001BR | 3001BR | 4001BR | |||||||||||
| 0001BS | Traffic Arrows (Single) Thermoplastic (white) Reflective Paint | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. In accordance with drawing (PS-3) and specifications within this contract. | 10 | EA | 1001BS | 2001BS | 3001BS | 4001BS | |||||||||||
| 0001BT | Traffic Arrows (Double) Thermoplastic (white) Reflective Paint | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. In accordance with drawing (PS-3) and specifications within this contract. | 4 | EA | 1001BT | 2001BT | 3001BT | 4001BT | |||||||||||
| 0001BU | Crosswalks Thermoplastic (white) | Surface preparation for striping of 24” x 72” thermoplastic reflective paint bands along the crosswalk. Cost is per linear feet of crosswalk length (roadway width). In accordance with drawing (PS-3) and specifications within this contract. | 250 | LNFT | 1001BU | 2001BU | 3001BU | 4001BU | |||||||||||
| 0001BV | Handicap Symbol (Painted) | Meet MUTCD and FHWA applicable standards. In accordance with drawing (PS-3) and specifications within this contract. | 15 | EA | 1001BV | 2001BV | 3001BV | 4001BV | |||||||||||
| 0001BW | Traffic Signs (24"x12” or 18"x6") with the breakaway post system | Meet MUTCD and FHWA applicable standards. In accordance with drawing (PS-4) and specifications within this contract. | 15 | EA | 1001BW | 2001BW | 3001BW | 4001BW | |||||||||||
| 0001BX | Traffic Signs (24"x24" or 24"x30") with the breakaway post system | Meet MUTCD and FHWA applicable standards. In accordance with drawing (PS-4) and specifications within this contract. | 12 | EA | 1001BX | 2001BX | 3001BX | 4001BX | |||||||||||
| 0001BY | Traffic Signs (30"x30" or 36"x36”) with the breakaway post system | Meet MUTCD and FHWA applicable standards. In accordance with drawing (PS-4) and specifications within this contract. | 10 | EA | 1001BY | 2001BY | 3001BY | 4001BY | |||||||||||
| 0001BZ | Existing Traffic Signs removal and re-installation with the breakaway post system | Meet MUTCD and FHWA applicable standards. In accordance with drawing (PS-4) and specifications within this contract. | 5 | EA | 1001BZ | 2001BZ | 3001BZ | 4001BZ | |||||||||||
| 0001CA | Concrete Wheel Stops, for Automotive, including installation | In accordance with drawing (PS-5) and specifications within this contract. | 25 | EA | 1001CA | 2001CA | 3001CA | 4001CA | |||||||||||
| 0001CB | Recycled rubber Wheel Stops, for Automotive, including installation | In accordance with drawing (PS-5) and specifications within this contract. | 50 | EA | 1001CB | 2001CB | 3001CB | 4001CB | |||||||||||
| 0001CC | Concrete Wheel Stops, for trucks, including installation | In accordance with drawing (PS-5) and specifications within this contract. | 10 | EA | 1001CC | 2001CC | 3001CC | 4001CC | |||||||||||
| 0001CD | Existing Concrete Wheel Stops, for cars/trucks, removal and re-installation | In accordance with drawing (PS-5) and specifications within this contract. | 40 | EA | 1001CD | 2001CD | 3001CD | 4001CD | |||||||||||
| 0001CE | Existing Concrete Wheel Stops, for cars/trucks, Removal and Disposal | In accordance with specifications within this contract | 40 | EA | 1001CE | 2001CE | 3001CE | 4001CE | |||||||||||
| 0001CF | Raised Reflective Pavement Lane Markers (White or Yellow both sides) | Meet Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) latest version and Federal Highway Administration (FHWA) applicable standards. In accordance with drawing (PS-6) and specifications within this contract. | 40 | EA | 1001CF | 2001CF | 3001CF | 4001CF | |||||||||||
| 0001CG | Raised Reflective Pavement Markers (White, Blue and Red sides) | Meet Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) latest version and Federal Highway Administration (FHWA) applicable standards. In accordance with drawing (PS-6) and specifications within this contract. | 40 | EA | 1001CG | 2001CG | 3001CG | 4001CG | |||||||||||
| 0001CH | Solar Raised Reflective Pavement Lane Markers (White, Blue or Yellow both sides) | Meet Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) latest version and Federal Highway Administration (FHWA) applicable standards. In accordance with drawing (PS-6) and specifications within this contract. | 40 | EA | 1001CH | 2001CH | 3001CH | 4001CH | |||||||||||
| 0001CI | Solar Raised Reflective Pavement Lane Markers (White Face and Red Face) | Meet Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) latest version and Federal Highway Administration (FHWA) applicable standards. In accordance with drawing (PS-6) and specifications within this contract. | 40 | EA | 1001CI | 2001CI | 3001CI | 4001CI | |||||||||||
| 0001CJ | Guard Rails, Single Face,12 GA. | Line item includes excavation, posts installation, fasteners, railing and installation in accordance with drawing (PS-6) and specifications within this contract. | 100 | LNFT | 1001CJ | 2001CJ | 3001CJ | 4001CJ | |||||||||||
| 0001CK | Existing Guard Rails, Single Face,12 GA. Removal including Posts (Returned to Gov. or Disposal) | Line item includes the removal of guard rails and post; and returned to Government (as coordinated by the contract COR) or disposal. | 50 | LNFT | 1001CK | 2001CK | 3001CK | 4001CK | |||||||||||
| 0001CL | Existing Guard Rails Removal and re-installation, Single Face,12 GA. Including Posts | Line item includes posts, fasteners, railing, excavation, and installation in accordance with drawing (PS-6) and specifications within this contract. | 100 | LNFT | 1001CL | 2001CL | 3001CL | 4001CL | |||||||||||
| Green Infrastruture | 0001CM | Bio Swale | Line item includes excavation, placement of stone, grading, topsoil and sodding in accordance with drawing (PS-8) and specifications within this contract. | 100 | LNFT | 1001CM | 2001CM | 3001CM | 4001CM | ||||||||||
| Drainage & Piping | 0001CN | Single inlet (10'0" hgt max) | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 2 | EA | 1001CN | 2001CN | 3001CN | 4001CN | ||||||||||
| 0001CO | Double inlet (17'-2" hgt max) | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 1 | EA | 1001CO | 2001CO | 3001CO | 4001CO | |||||||||||
| 0001CP | Steel grating and frame | Line items includes steel grating and frame in accordance with drawing (PS-9) and specifications within this contract. | 2 | EA | 1001CP | 2001CP | 3001CP | 4001CP | |||||||||||
| 0001CQ | New catch basin and frames | Line items includes steel grating and frame, concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 2 | EA | 1001CQ | 2001CQ | 3001CQ | 4001CQ | |||||||||||
| 0001CR | Headwalls | Line items includes excavation, crushed stone base preparation, rebars, form work, concrete, 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawing (PS-10) and specifications within this contract. | 2 | EA | 1001CR | 2001CR | 3001CR | 4001CR | |||||||||||
| 0001CS | Concrete drain transition | Line items includes excavation, crushed stone base preparation, rebars, form work, concrete, 1 cubic foot of backfill. In accordance with drawing (PS-11) and specifications within this contract. | 2 | EA | 1001CS | 2001CS | 3001CS | 4001CS | |||||||||||
| 0001CT | Existing catch basin raise | Work includes selective demolition, welding, placing of reinforced concrete and/or placing and compacting pavement (HMAC or Concrete) around the finished work area. In accordance with drawing (PS-9) and specifications within this contract. | 4 | EA | 1001CT | 2001CT | 3001CT | 4001CT | |||||||||||
| 0001CU | PVC drainage protection | Line items includes excavation, crushed stone base preparation, sand bedding, fill compaction, rebars, form work, concrete, tampered backfill. In accordance with drawing (PS-13) and specifications within this contract. | 50 | LF | 1001CU | 2001CU | 3001CU | 4001CU | |||||||||||
| 0001CV | PVC drainage pipe 0.5"-2"φ | In accordance with specifications within this contract. | 25 | LF | 1001CV | 2001CV | 3001CV | 4001CV | |||||||||||
| 0001CW | PVC drainage pipe 2"-4"φ | In accordance with specifications within this contract. | 25 | LF | 1001CW | 2001CW | 3001CW | 4001CW | |||||||||||
| 0001CX | PVC drainage pipe 6"φ | In accordance with specifications within this contract. | 25 | LF | 1001CX | 2001CX | 3001CX | 4001CX | |||||||||||
| 0001CY | PVC drainage pipe 8"φ | In accordance with specifications within this contract. | 25 | LF | 1001CY | 2001CY | 3001CY | 4001CY | |||||||||||
| 0001CZ | PVC drainage pipe 10"φ | In accordance with specifications within this contract. | 50 | LF | 1001CZ | 2001CZ | 3001CZ | 4001CZ | |||||||||||
| 0001DA | PVC drainage pipe 12"φ | In accordance with specifications within this contract. | 50 | LF | 1001DA | 2001DA | 3001DA | 4001DA | |||||||||||
| 0001DB | Concrete drainage pipe, class 3, 16"φ | In accordance with specifications within this contract. | 50 | LF | 1001DB | 2001DB | 3001DB | 4001DB | |||||||||||
| 0001DC | Concrete drainage pipe, class 3, 18"φ | In accordance with specifications within this contract. | 50 | LF | 1001DC | 2001DC | 3001DC | 4001DC | |||||||||||
| 0001DD | Concrete drainage pipe, class 3, 24"φ | In accordance with specifications within this contract. | 50 | LF | 1001DD | 2001DD | 3001DD | 4001DD | |||||||||||
| 0001DE | Concrete drainage pipe, class 3, 30"φ | In accordance with specifications within this contract. | 25 | LF | 1001DE | 2001DE | 3001DE | 4001DE | |||||||||||
| 0001DF | Concrete drainage pipe, class 3, 36"φ | In accordance with specifications within this contract. | 25 | LF | 1001DF | 2001DF | 3001DF | 4001DF | |||||||||||
| 0001DG | Concrete sanitary pipe, class 4, 16"φ | In accordance with specifications within this contract. | 50 | LF | 1001DG | 2001DG | 3001DG | 4001DG | |||||||||||
| 0001DH | Concrete sanitary pipe, class 4, 18"φ | In accordance with specifications within this contract. | 50 | LF | 1001DH | 2001DH | 3001DH | 4001DH | |||||||||||
| 0001DI | Concrete sanitary pipe, class 4, 24"φ | In accordance with specifications within this contract. | 50 | LF | 1001DI | 2001DI | 3001DI | 4001DI | |||||||||||
| 0001DJ | Concrete sanitary pipe, class 4, 30"φ | In accordance with specifications within this contract. | 50 | LF | 1001DJ | 2001DJ | 3001DJ | 4001DJ | |||||||||||
| 0001DK | Concrete sanitary pipe, class 4, 36"φ | In accordance with specifications within this contract. | 50 | LF | 1001DK | 2001DK | 3001DK | 4001DK | |||||||||||
| 0001DL | New joint sealant | In accordance with drawing (PS-2) and specifications within this contract. | 50 | LF | 1001DL | 2001DL | 3001DL | 4001DL | |||||||||||
| Sealants | 0001DM | Replace joint sealant | In accordance with drawing (PS-2) and specifications within this contract. | 50 | LF | 1001DM | 2001DM | 3001DM | 4001DM | ||||||||||
| Demolition | 0001DN | Remove/dispose reinforce concrete | In accordance with specifications within this contract. | 600 | SF | 1001DN | 2001DN | 3001DN | 4001DN | ||||||||||
| 0001DO | Concrete saw cutting | Line items saw cutting up to 6” deep. In accordance with specifications within this contract. | 1500 | LF | 1001DO | 2001DO | 3001DO | 4001DO | |||||||||||
| 0001DP | Additional concrete saw cutting | Line items saw cutting from 6 to 12” deep. In accordance with specifications within this contract. | 1500 | LF | 1001DP | 2001DP | 3001DP | 4001DP | |||||||||||
| 0001DQ | Clearing and Grubbing, Including Disposal | Clearing shall consist of the felling, trimming, and cutting of trees into sections and the satisfactory disposal of the trees and other vegetation designated for removal, including downed timber, snags, brush, and rubbish occurring within the areas to be cleared. Grubbing shall consist of the removal and disposal of stumps, roots larger than 3 inches in diameter, and matted roots from the designated grubbing areas. In accordance with specifications within this contract. | 500 | SQYD | 1001DQ | 2001DQ | 3001DQ | 4001DQ | |||||||||||
| Landscaping | 0001DR | Sod Planting including Top Soil | 2 inches of approved offsite Top Soil to be applied evenly throughout sod area. Remove debris and stones larger than 3/4 inch in any dimension remaining on the surface after finish grading. Correct irregularities in finish surfaces to eliminate depressions. Gaps between sod pieces shall not exceed 1inch. Immediately after sodding, firm entire area except for slopes in excess of 3 to 1 with a roller not exceeding 90 pounds for each foot of roller width. 72 hours of monitoring is required to ensure the proper application. No additional maintenance is required. In accordance with specifications within this contract. | 1000 | SQYD | 1001DR | 2001DR | 3001DR | 4001DR | ||||||||||
| 0001DS | Excavation: additional beyond the incidental | In accordance with specifications within this contract. | 500 | CY | 1001DS | 2001DS | 3001DS | 4001DS | |||||||||||
| 0001DT | Backfill: additional beyond the incidental | In accordance with specifications within this contract. | 500 | CY | 1001DT | 2001DT | 3001DT | 4001DT | |||||||||||
| 0001DU | Silt Fence | Line item includes silt fence and installation in accordance to drawing (PS-14) and specifications within this contract. | 750 | LNFT | 1001DU | 2001DU | 3001DU | 4001DU | |||||||||||
| Miscellaneous | 0001DV | Handrail - 1.5" T304 S/S Round Tube .120 POL 180 G | Line item includes material, welding, 2 Rail ADA configuration, labor, and installation. In accordance with drawing (PS-13) and specifications within this contract. | 125 | LNFT | 1001DV | 2001DV | 3001DV | 4001DV | ||||||||||
| 0001DW | Handrail - 1.5" T304 S/S Round Tube .120 POL 180 (Bottom Handrail Extension at Stairs) | Line item includes material, welding, 2 Rail ADA configuration, labor, and installation. In accordance with drawing (PS-13) and specifications within this contract. | 5 | EA | 1001DW | 2001DW | 3001DW | 4001DW | |||||||||||
| 0001DX | Handrail - 1.5" T304 S/S Round Tube .120 POL 180 (Top Handrail Extension at Stairs) | Line item includes material, welding, 2 Rail ADA configuration, labor, and installation. In accordance with drawing (PS-13) and specifications within this contract. | 5 | EA | 1001DX | 2001DX | 3001DX | 4001DX | |||||||||||
| 0001DY | Handrail - 1.5" Galvanized Steel Pipe, Pipe Schedule 40 | Line item includes material, welding, 2 Rail ADA configuration, primer and 2 coats paint, labor, and installation. In accordance with drawing (PS-13) and specifications within this contract. | 125 | LNFT | 1001DY | 2001DY | 3001DY | 4001DY | |||||||||||
| 0001DZ | Handrail - 1.5" Galvanized Steel Pipe, Pipe Schedule 40 (Bottom Handrail Extension at Stairs) | Line item includes material, welding, 2 Rail ADA configuration, primer and 2 coats paint, labor, and installation. In accordance with drawing (PS-13) and specifications within this contract. | 5 | EA | 1001DZ | 2001DZ | 3001DZ | 4001DZ | |||||||||||
| 0001EA | Handrail - 1.5" Galvanized Steel Pipe, Pipe Schedule 40 (Top Handrail Extension at Stairs) | Line item includes material, welding, 2 Rail ADA configuration, primer and 2 coats paint, labor, and installation. In accordance with drawing (PS-13) and specifications within this contract. | 5 | EA | 1001EA | 2001EA | 3001EA | 4001EA | |||||||||||
| 0001EB | Handrail - 1.5": T304 S/S Round Tube .065 POL 180 G | Line item includes material, welding, 2 Rail ADA configuration, labor, and installation. In accordance with drawing (PS-13) and specifications within this contract. | 125 | LNFT | 1001EB | 2001EB | 3001EB | 4001EB | |||||||||||
| 0001EC | Handrail - 1.5" T304 S/S Round Tube .065 POL 180 (Bottom Handrail Extension at Stairs) | Line item includes material, welding, 2 Rail ADA configuration, labor, and installation. In accordance with drawing (PS-13) and specifications within this contract. | 5 | EA | 1001EC | 2001EC | 3001EC | 4001EC | |||||||||||
| 0001ED | Handrail - 1.5" T304 S/S Round Tube .065 POL 180 (Top Handrail Extension at Stairs) | Line item includes material, welding, 2 Rail ADA configuration, labor, and installation. In accordance with drawing (PS-13) and specifications within this contract. | 5 | EA | 1001ED | 2001ED | 3001ED | 4001ED | |||||||||||
| 0001EE | Plastic Dust Barrier for Construction Containment (6 mils) | Line item includes materials (frame, poly), installation, maintenance, dismantle and surface restauration of temporary polyethylene (6mils) barrier up to 12 feet high. | 500 | SF | 1001EE | 2001EE | 3001EE | 4001EE | |||||||||||
| 0001EF | Retaining Wall 4' - 6' height | Line items includes excavation, crushed stone base preparation, form work, rebars, weep pipe, concrete, clean gravel filter material, Geotech fabric; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawing (PS-12) and specifications within this contract. | 100 | LF | 1001EF | 2001EF | 3001EF | 4001EF | |||||||||||
| 0001EG | Retaining Wall 6' - 7' height | Line items includes excavation, crushed stone base preparation, form work, rebars, weep pipe, concrete, clean gravel filter material, Geotech fabric; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawing (PS-12) and specifications within this contract. | 50 | LF | 1001EG | 2001EG | 3001EG | 4001EG | |||||||||||
| 0001EH | Retaining Wall 7' - 10' height | Line items includes excavation, crushed stone base preparation, form work, rebars, weep pipe, concrete, clean gravel filter material, Geotech fabric; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawing (PS-12) and specifications within this contract. | 30 | LF | 1001EH | 2001EH | 3001EH | 4001EH | |||||||||||
| 0001EI | Surveying (Data) | Line items includes surveying data, layout and elevation for works outside the typical repairs, construction and remodeling, performed by a certified surveyor or engineer. | 3 | EA | 1001EI | 2001EI | 3001EI | 4001EI | |||||||||||
| 0001EJ | Surveying (Data & Drawing) | Line items includes, surveying data, layout, elevation and drawing up to 2 sheets 24" x 36", for works outside the typical repairs, new construction, and remodeling performed by a certified surveyor or engineer. | 3 | EA | 1001EJ | 2001EJ | 3001EJ | 4001EJ | |||||||||||
| 0001EK | Concrete swale detail | Line items includes excavation, crushed stone base preparation; rebars, form work, concrete, 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawing (PS-8) and specifications within this contract. | 40 | LF | 1001AK | 2001AK | 3001AK | 4001AK | |||||||||||
| TOTAL | $0.00 | ||||||||||||||||||
| CONTRACT TOTAL- | $0.00 |
File details come from the government source that posted it. Updated .