Att_5_Pricing_Schedule.xlsx
XLSX spreadsheet 12 KB Posted
- Attached to
- SJC AZOTEA PORTAL AND DROP STRUCTURES Federal contract opportunity
- Solicitation number
- 140R4024R0026
About this file
The file is a Pricing Schedule Excel spreadsheet for the SJC Azotea Portal and Drop Structures project, solicited by the Department of the Interior Bureau of Reclamation under Solicitation Number 140R4024R0026. The pricing schedule is comprehensively divided into four distinct sections (Schedules A-D) covering multiple construction locations and activities at different station points, including Azotea Portal, Azotea Creek, and two Willow Creek Drop Structures.
Each schedule includes line items for critical construction tasks such as mobilization, clearing and grubbing, flow diversion, excavation, backfilling, concrete work, pipe installation, riprap replacement, metalwork, and final grading and seeding. The pricing schedule provides detailed breakdowns of quantities and units for each task, with placeholders for unit pricing and total amounts. The project involves substantial concrete work (ranging from 145-200 cubic yards), excavation (965-2,730 cubic yards), and various infrastructure modifications at different project sites, indicating a complex civil engineering infrastructure renovation or construction effort.
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Text version
Sheet1
| SCHEDULE A - AZOTEA PORTAL AND DROP STRUCTURE STA. 1424+83.69 | |||||
| LIN | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 1 | WBR 1452.232-81 | Mobilization and Preparatory Work | Lump Sum | $ | $ |
| 2 | 31 11 00 | Clearing and Grubbing | Lump Sum | $ | $ |
| 3 | 31 03 15 | Diversion and Care of Flows in Azotea Tunnel | Lump Sum | $ | $ |
| 4 | 31 03 33 | Removal of Water for Construction | Lump Sum | $ | $ |
| 5 | 03 81 10 | Demolition and Removal of Existing Reinforced Concrete Drop Structure Sta. 1424+79.37 | 200 CY | $ | $ |
| 6 | 31 23 11 | Excavation | 2,730 CY | $ | $ |
| 7 | 31 23 11 | Backfill, Structural | 3,330 CY | $ | $ |
| 8 | 31 23 02 | Backfill, Compaction | 2,460 CY | $ | $ |
| 9 | 33 11 16 | Furnish and Install 6-inch diameter schedule 80 PVC Slotted Pipe for French Drain | 450 LF | $ | $ |
| 10 | 31 32 32 | Furnish and Install Geotextile under DR 51 gravel filter for 6-inch diameter PVC Slotted Pipe French Drain | 6,750 SF | $ | $ |
| 11 | 31 37 00 | Furnish and Place DR 51 Gravel Filter Material for 6-inch diameter Slotted Pipe French Drain | 306 TN | $ | $ |
| 12 | 33 11 16 | Furnish and Install 6-inch diameter schedule 80 PVC Pipe for Flume Drain | 100 LF | $ | $ |
| 13 | 31 37 00 | Removing and Replacing existing Riprap for Downstream Protection | Lump Sum | $ | $ |
| 14 | 03 30 00 | Furnishing and Placing 5,500 psi reinforced concrete | 200 CY | $ | $ |
| 15 | 05 50 00 | Miscellaneous Metalwork (Guard Railing) | 1 TN | $ | $ |
| 16 | 08 31 15 | Furnish and Install Flume Drain Access Well Floor Door | 1 EA | $ | $ |
| 17 | 05 51 55 | Furnish and Install Safety Ladders and Fall Protection Systems | 2 EA | $ | $ |
| 18 | 33 12 10 | Butterfly Valve, flanged ductile iron pipe section, sleeve, nipples and fittings | Lump Sum | $ | $ |
| 19 | 32 92 15 | Final Grading and Seeding | 600 SY | $ | $ |
| SCHEDULE B – AZOTEA CREEK DROP STRUCTURE STA. 1565+00 | |||||
| LIN | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 20 | WBR 1452.232-81 | Mobilization and Preparatory Work | Lump Sum | $ | $ |
| 21 | 31 11 00 | Clearing and Grubbing | Lump Sum | $ | $ |
| 22 | 31 03 15 | Diversion and Care of Flows in Azotea Channel | Lump Sum | $ | $ |
| 23 | 31 03 33 | Removal of Water for Construction | Lump Sum | $ | $ |
| 24 | 03 81 10 | Demolition and Removal of Existing Reinforced Concrete | 145 CY | $ | $ |
| 25 | 31 23 11 | Excavation | 965 CY | $ | $ |
| 26 | 31 23 11 | Backfill, Structural | 1,180 CY | $ | $ |
| 27 | 31 23 02 | Backfill, Compaction | 870 CY | $ | $ |
| 28 | 31 37 00 | Removing and Replacing existing Rip for Downstream Protection | Lump Sum | $ | $ |
| 29 | 03 30 00 | Furnishing and Placing 5,500 psi Reinforced Concrete | 145 CY | $ | $ |
| 30 | 05 50 00 | Miscellaneous Metalwork (Guard Railing) | 0.5 TN | $ | $ |
| 31 | 32 92 15 | Final Grading and Seeding | 510 SY | $ | $ |
| SCHEDULE C – WILLOW CREEK DROP STRUCTURE STA. 1702+25 | |||||
| LIN | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 32 | WBR 1452.232-81 | Mobilization and Preparatory Work | Lump Sum | $ | $ |
| 33 | 31 11 00 | Clearing and Grubbing | Lump Sum | $ | $ |
| 34 | 31 03 15 | Diversion and Care of Flows in Azotea Channel & Willow Creek | Lump Sum | $ | $ |
| 35 | 31 03 33 | Removal of Water for Construction | Lump Sum | $ | $ |
| 36 | 03 81 10 | Demolition and Removal of Existing Reinforced Concrete Structure. | 213 CY | $ | $ |
| 37 | 31 23 11 | Excavation | 1,200 CY | $ | $ |
| 38 | 31 23 11 | Backfill, Structural | 1,450 CY | $ | $ |
| 39 | 31 23 02 | Backfill, Compaction | 1,080 CY | $ | $ |
| 40 | 31 37 00 | Removing and Replacing existing Rip for Downstream Protection | Lump Sum | $ | $ |
| 41 | 03 30 00 | Furnishing and Placing 5,500 psi reinforced concrete for drop structure walls. | 213 CY | $ | $ |
| 42 | 05 50 00 | Miscellaneous Metalwork (Guard Railing) | 0.5 TN | $ | $ |
| 43 | 32 92 15 | Final Grading and Seeding | 500 SY | $ | $ |
| SCHEDULE D – WILLOW CREEK DROP STRUCTURE STA. 1831+17 | |||||
| LIN | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 44 | WBR 1452.232-81 | Mobilization and Preparatory Work | Lump Sum | $ | $ |
| 45 | 31 11 00 | Clearing and Grubbing | Lump Sum | $ | $ |
| 46 | 31 03 15 | Diversion and Care of Flows in Azotea Channel and Willow Creek | Lump Sum | $ | $ |
| 47 | 31 03 33 | Removal of Water for Construction | Lump Sum | $ | $ |
| 48 | 03 81 10 | Demolition and Removal of Existing Reinforced Concrete Structure. | 145 CY | $ | $ |
| 49 | 31 23 11 | Excavation | 1,150 CY | $ | $ |
| 50 | 31 23 11 | Backfill, Structural | 1,386 CY | $ | $ |
| 51 | 31 23 02 | Backfill, Compaction | 1,650 CY | $ | $ |
| 52 | 31 37 00 | Removing and Replacing existing Riprap for Downstream Protection | Lump Sum | $ | $ |
| 53 | 03 30 00 | Furnishing and Placing 5000 psi reinforced concrete for drop structure walls. | 145 CY | $ | $ |
| 54 | 05 50 00 | Miscellaneous Metalwork (Guard Railing) | 0.5 TN | $ | $ |
| 55 | 32 92 15 | Final Grading and Seeding | 500 SY | $ | $ |
File details come from the government source that posted it. Updated .