4) Paving IDIQ Estimate of Quantities.pdf
PDF 48 KB Posted
- Attached to
- Paving IDIQ Federal contract opportunity
- Solicitation number
- FA487721B0004
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 12) SF 30 Amendment 2.pdf | ||
| 5) IDIQ Bid Schedule - fillable 26 Apr.xlsx | XLSX spreadsheet | |
| 10) Q and A LOG.xlsx | XLSX spreadsheet | |
| 11) SF 30 Amendment 1.pdf | ||
| 9) Use of Masks on Military Installations.PDF | ||
| 8) COVID-19 Face Covering Fact sheet.pdf | ||
| 2) WD-AZ20210008 (1 Jan 21).pdf | ||
| 1) Template of Contractor EAL.xls | XLS spreadsheet | |
| 7) Contractor Environmental Guide_2019.pdf | ||
| 6) DMAFB Design Guide.pdf | ||
| 5) IDIQ Bid Schedule - fillable.xlsx | XLSX spreadsheet | |
| 3) DMAFB Paving IDIQ Specifications.pdf | ||
| Solicitation - FA487721B0004.pdf |
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Text version
ITEM NO DESCRIPTION
Date of award through one calendar year, Contractor shall furnish all labor and materials and perform all operations necessary to repair base roads and parking lots at Davis-Monthan AFB, Arizona, in strict accordance with the Davis-Monthan Paving IDIQ Technical Specifications dated 31 August 2020 subject to the terms and conditions of the Contract Documents. UOM E st im a te d T o ta l Q u a n tit ie s o ve r th e
F iv e Y e a r O rd e ri n g
P ri o d
F u tu re
E st im a te d
A ve ra g e
Q u a n tit ie s P er Y ea r of F iv e
Y e a r
O rd e ri ri o d
F u tu re
E st im a
Q u a n tit ie s
P e r T a sk
O rd e r d u ri n g e
Y e a r
O rd e ri ri o d
0001AA Mobilization and Demobilization (Light Equipment) EA 190 38.0 7.0
0001AB Mobilization and Demobilization (Medium Equipment) EA 75 15.0 3.0
0001AC Mobilization and Demobilization (Heavy Equipment) EA 50 10.0 1.0
0001AD Mobilization and Demobilization (Truck Mounted Crane) EA 5 1.0 1.0
0001AE Cold Mill Asphalt Pavement, 1" to 3" thick SY 82,000 16,400.0 7,000.0
0001AF Remove Asphalt Pavement up to 3-inches thick SY 8,000 1,600.0 1,600.0
0001AG Pulverize Asphalt Pavement, 4-inch thick pavement SY 5,000 1,000.0 1,000.0
0001AH Pulverize Asphalt Pavement, 8-inch thick pavement SY 2,500 500.0 500.0
0001AI Sawcut Concrete 4"-6" Thick (quantity less than 200 LF) LF 50 10.0 30.0
0001AJ Sawcut Concrete 4"-6" Thick (quantity 200 LF or more) LF 1,000 200.0 200.0
0001AK Sawcut Asphalt to 4" Thick (quantity less than 200 LF) LF 680 136.0 102.3
0001AL Sawcut Asphalt to 4" Thick (quantity 200 LF or more) LF 1,000 200.0 200.0
0001AM Remove Concrete Sidewalk, Haul and Dispose off-base SY 30 6.0 8.0
0001AN Remove Concrete Curb/Gutter, Haul and Dispose off-base LF 6,830 1,366.0 819.2
0001AO Remove Concrete Slabs (6-10" thick), Haul and Dispose off-base CY 45 9.0 13.5
0001AP Excavation CY 22,300 4,460.0 1,338.3
0001AQ Hauling - on-base (4 mile round trip) CY 6,100 1,220.0 2,656.8
0001AR Hauling - off-base CY 26,600 5,320.0 733.2
0001AS Embankment CY 1,200 240.0 240.0
0001AT Clean Fill CY 120 24.0 24.0
0001AU Surveying - 1 Man Crew HR 100 20.0 20.0
0001AV Surveying - 2 Man Crew HR 576 115.2 22.9
0001AW Surface Preparation SY 96,000 19,200.0 5,250.9
0001AX Concrete Curb & Gutter LF 100 20.0 20.0
0001AY Concrete Vertical Curb LF 8,000 1,600.0 956.2
0001AZ Concrete Sidewalk (quantity less than 400 SF) SF 500 100.0 300.0
0001BA Concrete Sidewalk (quantity 400 SF or more) SF 6,000 1,200.0 1,200.0
0001BB Concrete Accessibility Ramp at 6-inch Curb Reveal EA 27 5.4 8.0
0001BC Concrete Accessibility Ramp at 8-inch Curb Reveal EA 15 3.0 3.0
0001BD Aggregate Base Course CY 17,420 3,484.0 950.1
0001BE Bituminous Prime Coat (quantity less than 200 GA) GA 300 60.0 60.0
0001BF Bituminous Prime Coat (quantity 200 GA or more) GA 1,000 200.0 200.0
0001BG Bituminous Tack Coat (quantity less than 300 GA) GA 200 40.0 15.8
0001BH Bituminous Tack Coat (quantity 300 GA or more) GA 1,500 300.0 300.0
0001BI Bituminous Surface Course (2") SY 14,000 2,800.0 2,075.0
0001BJ Bituminous Surface Course (3"- placed in 2 lifts) SY 32,000 6,400.0 6,450.0
0001BK Bituminous Surface Course (3"- placed in 1 lift) SY 65,000 13,000.0 8,200.0
ITEM NO DESCRIPTION
Date of award through one calendar year, Contractor shall furnish all labor and materials and perform all operations necessary to repair base roads and parking lots at Davis-Monthan AFB, Arizona, in strict accordance with the Davis-Monthan Paving IDIQ Technical Specifications dated 31 August 2020 subject to the terms and conditions of the Contract Documents. UOM E st im a te d T o ta l Q u a n tit ie s o ve r e Y e a r O rd e ri ri o d
F u tu re
E st im a
A ve ra g e
Q u a n tit ie s P er Y ea r of F iv e
Y e a r
O rd e ri ri o d
F u tu re
E st im a
Q u a n tit ie s
P e r T a sk
O rd e r d u ri n g e
Y e a r
O rd e ri ri o d
0001BL Adjust Manhole Frame and Cover to Grade EA 10 2.0 1.7
0001BM Adjust Valve Riser, Frame and Cover to Grade EA 20 4.0 2.8
0001BN Crack Seal Asphalt Pavement LF 1,000 200.0 600.0
0001BO Fog Seal Asphalt Pavement SY 87,250 17,450.0 17,433.3
0001BP Painted Reflective Pavement Markings SF 62,350 12,470.0 3,401.4
0001BQ Painted Non-Reflective Pavement Markings SF 2,900 580.0 578.3
0001BR Thermoplastic Tape Striping (4" wide) LF 200 40.0 40.0
0001BS Traffic Sign Installation EA 40 8.0 8.0
0001BT Raised Reflective Pavement Markers EA 50 10.0 10.0
0001BU Curb Mounted Reserved Parking Sign EA 20 4.0 9.0
0001BV Concrete Drainage Structure CY 20 4.0 10.0
0001BW 6-Inch Thick Concrete Slab (3000 psi) CY 50 10.0 25.0
0001BX 8-Inch Thick Concrete Slab (4000 psi) CY 25 5.0 13.0
0001BY 6-Inch Diameter Steel Bollards (Concrete Filled) EA 10 2.0 2.0
0001BZ 18-Inch Diameter CMP Culvert LF 30 6.0 30.0
0001CA 12-Inch Diameter RCP Culvert LF 30 6.0 30.0
0001CB Hand Digging MH 175 35.0 105.0
0001CC Rock, Rip Rap CY 20 4.0 10.0
0001CD Decomposed Granite Ground Cover SY 1,320 264.0 792.0
0001CE Concrete Testing EA 22 4.4 3.3
0001CF Aggregate Base Material Sieve Analysis EA 30 6.0 1.6
0001CG Subgrade/Aggregate Base In-Place Density Test EA 290 58.0 16.0
0001CH Asphaltic Concrete In-Place Density & Thickness Test EA 160 32.0 8.5
0001CI Asphaltic Concrete In-Place Density & Thickness Test (Labs) Day 35 7.0 2.0
0001CJ Traffic Control Day 2,070 414.0 95.4
0001CK 10-Inch to 12-Inch Thick Concrete Slab (650 psi) CY 250 50.0 250.0
0001CL 1-Inch by 20-Inch Dowel Bars EA 600 120.0 600.0
0001CM Concrete Spall Repair SF 1,000 200.0 200.0
0001CN Reseal Concrete Pavement Joints LF 2,000 400.0 400.0
0001CO Concrete Pavement Crack Repair LF 1,200 240.0 240.0
0001CP Airfield Pavement Paint Removal SF 35,000 7,000.0 7,000.0
0001CQ Airfield Pavement Reflective Paint Application SF 72,000 14,400.0 15,000.0
0001CR Airfield Pavement Non-Reflective Paint Application SF 24,000 4,800.0 5,000.0
0001CS Airfield Pavement Restricted Area Painted Warning Sign Application EA 350 70.0 200.0
0001CT Airfield Pavement Entry Control Point (ECP) Paint Application SF 350 70.0 200.0
0001CU Supervision Day 750 150.0 29.8
Davis-Monthan Paving IDIQ Bid Schedule Page 2 of 2
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