Att_5_Pricing_Schedule_rev1_Amd_2_0002.xlsx
XLSX spreadsheet 13 KB Posted
- Attached to
- SJC AZOTEA PORTAL AND DROP STRUCTURES Federal contract opportunity
- Solicitation number
- 140R4024R0026
About this file
This document is a detailed Pricing Schedule for the SJC Azotea Portal and Drop Structures project, issued by the Department of the Interior Bureau of Reclamation under Solicitation Number 140R4024R0026. The pricing schedule is divided into four distinct sections (Schedules A-D) covering multiple construction activities at different station locations, including the Azotea Portal, Azotea Creek, and two Willow Creek Drop Structures.
The pricing schedule outlines comprehensive construction tasks such as mobilization, clearing and grubbing, diversion and care of water flows, demolition of existing concrete structures, excavation, backfilling, concrete placement, installing drainage systems, metalwork, and final grading and seeding. Each schedule includes line items with quantities, units of measurement, and placeholders for unit pricing, covering approximately 19-20 distinct construction activities per location. The project involves significant civil engineering work, with major tasks including reinforced concrete work (using 5,000-5,500 psi concrete), installation of drainage pipes, riprap replacement, and site restoration, with total volumes ranging from 145-213 cubic yards of concrete and 870-3,330 cubic yards of excavation and backfill across the different project locations.
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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 | $ | $ |
| Applicable Taxes: | $ | $ | |||
| Total for Schedule A: | $ | ||||
| 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 | $ | $ |
| Applicable Taxes: | $ | $ | |||
| Total for Schedule B: | $ | ||||
| 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 | $ | $ |
| Applicable Taxes: | $ | $ | |||
| Total for Schedule C: | $ | ||||
| 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 | $ | $ |
| Applicable Taxes: | $ | $ | |||
| Total for Schedule D: | $ |
File details come from the government source that posted it. Updated .