20210325_RenovateSabinoPavement_SCHEDULE_OF_ITEMS.xlsx
XLSX spreadsheet 17 KB Posted
- Solicitation number
- 127EAX21R0033
About this file
This document contains a schedule of items for the Renovation of Sabino Canyon Recreation Area Pavement project. The work involves repaving and repairing several miles of existing pavement on roads 100, 100A, 100B, and 100D within the recreation area. The base bid includes clearing, grading, installing erosion controls, repaving over 5 miles of roadway with 3 inches of asphalt, and repairing existing pavement. There are also three additive bid items which provide for repaving additional segments of road 100 and 100A, as well as adding intermittent concrete ditch lining on road 100. Temporary traffic control is required for all work. The solicitation number for this federal contract opportunity is 127EAX21R0033 and it was issued by the Department of Agriculture Forest Service Southwestern Region. Bids are due by September 15, 2021. The construction value is estimated between $1,000,000 and $3,000,000.
View the file
Other files
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Sheet1
| v0: 3/25/2021 | Renovation of Sabino Canyon Recreation Area Pavement |
| SCHEDULE OF ITEMS |
| BASE BID ITEMS | ||||||
| Method of | Estimated | Estimated | ||||
| Pay Item | Description | Measure | Quantity | Pay Unit | Unit Cost | Total |
| 151.01 | Mobilization | Lump Sum | 1 | EA | ||
| 152.04 | Slope and reference staking, roadway existing ('subgrade') surface and finish stakes per table 152.-1 | Mile | 5.81 | EA | $0.00 | |
| 152.06 | Clearing and grubbing limits--flagged | Mile | 6.55 | EA | $0.00 | |
| 157.13 | Soil Erosion & Pollution Control including ditch and inlet wattles | Mile | 5.55 | EA | $0.00 | |
| 201.03 | Clearing and grubbing, 6-feet wide per road shoulder, each side, dispose off National Forest Land | Mile | 6.55 | EA | $0.00 | |
| 202.04 | Special clearing and grubbing, ditchlines, cutslopes as indicated by COR | ACRE | 1 | EA | $0.00 | |
| 301.01 | Aggregate surface course, per 703.05 and gradation per Table 703-3, compaction method per 301.05, primarily for shoulding | Ton | 1436 | EA | $0.00 | |
| 303.07 | Roadway reconditioning, per 303.07--Ditch, Shoulder, Road (approx 2.85 miles) | Mile | 2.85 | EA | $0.00 | |
| 304.01 | Full Depth Reclamation (approx 2.85 miles) | SY | 33440 | EA | $0.00 | |
| 403.01 | Hot asphalt concrete pavement, 3-inch compacted depth, PAG Residential 1/2-inch mix. | Ton | 6080 | EA | $0.00 | |
| 414.13 | Crack sealant, complete | Ton | 10.5 | EA | $0.00 | |
| 418.04 | Asphalt Pavement Full Depth Patch, Type 2 (FDP-2). | SY | 250 | EA | $0.00 | |
| 602.11 | Install 24-inch Corrugated galvanized steel 16 gauge drainage pipe, including sawcut and patch w/3-inch hot mix, junction Road 100A & 100B on 100B | Foot | 60 | EA | $0.00 | |
| 634.01 | Pavement markings, thermoplastic, type H, with glass beads, WHITE | Foot | 2800 | EA | $0.00 | |
| 634.02 | Pavement markings, thermoplastic, type H, with glass beads, YELLOW | Foot | 3200 | EA | $0.00 | |
| 635.01 | Temporary traffic control--Sabino Road 100--One Lane or Delay Public Access--During survey, veg, crack, fog work | Day | 28 | EA | $0.00 | |
| 635.02 | Temporary traffic control--Sabino Road 100--Full Closure--During ditch, shoulder, milling, paving work | Day | 30 | EA | $0.00 | |
| 635.03 | Temporary traffic control--Lower Sabino/Bear Roads 100A, B, D--During survey, veg, crack, fog work | Day | 14 | EA | $0.00 | |
| 635.04 | Temporary traffic control--Lower Sabino/Bear Roads 100A, B, D--During ditch, shoulder, milling, paving work | Day | 14 | EA | $0.00 | |
| 635.05 | A PAIR of Variable Message Sign sized for 45 mph | Day | 75 | EA | $0.00 | |
| 635.06 | Variable Message Sign sized for 25 mph | Day | 75 | EA | $0.00 | |
| 637.01 | Field Office | Day | 75 | EA | $0.00 | |
| SUBTotal NO MOB | $0.00 | |||||
| BASE BID | SUBTOTAL WITH MOB | $0.00 |
| ADDITIVE BID ITEM #1 | ||||||
| Road 100 from MP 0.000 to 0.740 | ||||||
| 151.12 | Mobilization | Lump Sum | EA | |||
| 152.14 | Slope and reference staking, roadway existing ('subgrade') surface and finish stakes per table 152.-1 | Mile | 0.74 | EA | $0.00 | |
| 304.11 | Full Depth Reclamation (approx 0.740 miles) | SY | 9117 | EA | $0.00 | |
| 403.11 | Hot asphalt concrete pavement, 3-inch compacted depth, PAG Residential 1/2-inch mix. | Ton | 1661 | EA | $0.00 | |
| 406.11 | Fog Seal @ 0.06 gal/sy on new mat | Ton | 11.85 | EA | $0.00 | |
| 406.12 | Fog Seal @ 0.12 gal/sy on old mat | Ton | 20.53 | EA | $0.00 | |
| 635.13 | Temporary traffic control--Lower Sabino/Bear Roads 100A, B, D--During survey, veg, crack, fog work | Day | 8 | EA | $0.00 | |
| 635.14 | Temporary traffic control--Lower Sabino/Bear Roads 100A, B, D--During ditch, shoulder, milling, paving work | Day | 8 | EA | $0.00 | |
| SUBTotal NO MOB | $0.00 | |||||
| TOTAL WITH MOB | $0.00 |
SUBTOTAL WITH MOB $0.00
| ADDITIVE BID ITEM #2 | ||||||
| Road 100A from MP 0.000 to 0.540 | ||||||
| 151.22 | Mobilization | Lump Sum | EA | |||
| 303.27 | Roadway reconditioning, per 303.07--Ditch, Shoulder, Road | Mile | 0.54 | EA | $0.00 | |
| 304.21 | Full Depth Reclamation (approx 0.540 miles) | SY | 6653 | EA | $0.00 | |
| 403.21 | Hot asphalt concrete pavement, 3-inch compacted depth, PAG Residential 1/2-inch mix. | Ton | 1210 | EA | $0.00 | |
| 406.21 | Fog Seal @ 0.06 gal/sy on new mat | Ton | 1.79 | EA | $0.00 | |
| 635.23 | Temporary traffic control--Lower Sabino/Bear Roads 100A, B, D--During survey, veg, crack, fog work | Day | 5 | EA | $0.00 | |
| 635.24 | Temporary traffic control--Lower Sabino/Bear Roads 100A, B, D--During ditch, shoulder, milling, paving work | Day | 5 | EA | $0.00 | |
| SUBTotal NO MOB | $0.00 | |||||
| TOTAL WITH MOB | $0.00 |
SUBTOTAL WITH MOB $0.00
| ADDITIVE BID ITEM #3 | ||||||
| Road 100 Intermittent Concrete Ditch Lining MP 3.50 to 3.78, to match adjacent area | ||||||
| 151.32 | Mobilization | Lump Sum | EA | |||
| 608.31 | Type 4 Concrete Paved Waterway--concrete ditch apron--4-inch slab depth--WWF reinforcement--Adobe integral color | SY | 600 | EA | $0.00 | |
| 303.33 | Ditch Reconditioning--clean interior of grated cross drains | Lump Sum | 5 | EA | $0.00 | |
| 635.32 | Temporary traffic control--Sabino Road 100--Full Closure--During concrete apron and cross drain work | Day | 7 | EA | $0.00 | |
| SUBTotal NO MOB | $0.00 | |||||
| TOTAL WITH MOB | $0.00 |
SUBTOTAL WITH MOB $0.00
Sheet2
Sheet3
File details come from the government source that posted it. Updated .