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Solicitation Document No.
140R4024R0026 Document Title Azotea Portal and Drop Structures Repairs
| Solicitation |
| Document No. |
140R4024R0026 Document Title Azotea Portal and Drop Structures Repairs
CONTINUATION OF SECTION B – SUPPLIES OR SERVICES/PRICES
Updated – Amendment 2
SECTION B – SUPPLIES OR SERVICES AND PRICES
SCHEDULE
Offers will be considered for award on the following Price Schedules, but no offer will be considered for award on only a part of the schedule.
Offerors shall complete Price Schedules A, B, C, and D. Offers for less than the total of Schedules A, B, C and D will be considered nonresponsive and will not be evaluated for award.
Offers are subject to the terms and conditions of this solicitation.
Quantities in the Price Schedule[s] are estimated quantities for comparison of offers only. Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Offeror shall complete work per agreed to project schedule for Schedules A, B, C, and D and receive written notice of substantial completion from the Government or the Government will apply liquidated damages according to contract clause at FAR 52.11-12 Liquidated Damages – Construction (Sept 2000).
Definitions:
LIN – Line-Item Number
SCHEDULE A - AZOTEA PORTAL AND DROP STRUCTURE STA. 1424+83.69
| LIN |
| Section |
| Supplies or Services |
| Quantity and Unit |
| Unit Price |
| Amount |
WBR
1452.232-81
| Mobilization and Preparatory Work |
| Lump Sum |
| $ |
| $ |
| 31 11 00 |
| Clearing and Grubbing |
| Lump Sum |
| $ |
| $ |
| 31 03 15 |
| Diversion and Care of Flows in Azotea Tunnel |
| Lump Sum |
| $ |
| $ |
| 31 03 33 |
| Removal of Water for Construction |
| Lump Sum |
| $ |
| $ |
| 03 81 10 |
| Demolition and Removal of Existing Reinforced Concrete Drop Structure Sta. 1424+79.37 |
| 200 CY |
| $ |
| $ |
| 31 23 11 |
| Excavation |
| 2,730 CY |
| $ |
| $ |
| 31 23 11 |
| Backfill, Structural |
| 3,330 CY |
| $ |
| $ |
| 31 23 02 |
| Backfill, Compaction |
| 2,460 CY |
| $ |
| $ |
| 33 11 16 |
| Furnish and Install 6-inch diameter schedule 80 PVC Slotted Pipe for French Drain |
| 450 LF |
| $ |
| $ |
| 31 32 32 |
| Furnish and Install Geotextile under DR 51 gravel filter for 6-inch diameter PVC Slotted Pipe French Drain |
| 6,750 SF |
| $ |
| $ |
| 31 37 00 |
| Furnish and Place DR 51 Gravel Filter Material for 6-inch diameter Slotted Pipe French Drain |
| 306 TN |
| $ |
| $ |
| 33 11 16 |
| Furnish and Install 6-inch diameter schedule 80 PVC Pipe for Flume Drain |
| 100 LF |
| $ |
| $ |
| 31 37 00 |
| Removing and Replacing existing Riprap for Downstream Protection |
| Lump Sum |
| $ |
| $ |
| 03 30 00 |
| Furnishing and Placing 5,500 psi reinforced concrete |
| 200 CY |
| $ |
| $ |
| 05 50 00 |
| Miscellaneous Metalwork (Guard Railing) |
| 1 TN |
| $ |
| $ |
| 08 31 15 |
| Furnish and Install Flume Drain Access Well Floor Door |
| 1 EA |
| $ |
| $ |
| 05 51 55 |
| Furnish and Install Safety Ladders and Fall Protection Systems |
| 2 EA |
| $ |
| $ |
| 33 12 10 |
| Butterfly Valve, flanged ductile iron pipe section, sleeve, nipples and fittings |
| Lump Sum |
| $ |
| $ |
| 32 92 15 |
| Final Grading and Seeding |
| 600 SY |
| $ |
| $ |
| Applicable Taxes: |
| % rate: |
| $ |
Schedule A – Estimated Subtotal Costs = $
SCHEDULE B – AZOTEA CREEK DROP STRUCTURE STA. 1565+00
| LIN |
| Section |
| Supplies or Services |
| Quantity and Unit |
| Unit Price |
| Amount |
WBR
| Mobilization and Preparatory Work |
| Lump Sum |
| $ |
| $ |
| 31 11 00 |
| Clearing and Grubbing |
| Lump Sum |
| $ |
| $ |
| 31 03 15 |
| Diversion and Care of Flows in Azotea Channel |
| Lump Sum |
| $ |
| $ |
| 31 03 33 |
| Removal of Water for Construction |
| Lump Sum |
| $ |
| $ |
| 03 81 10 |
| Demolition and Removal of Existing Reinforced Concrete |
| 145 CY |
| $ |
| $ |
| 31 23 11 |
| Excavation |
| 965 CY |
| $ |
| $ |
| 31 23 11 |
| Backfill, Structural |
| 1,180 CY |
| $ |
| $ |
| 31 23 02 |
| Backfill, Compaction |
| 870 CY |
| $ |
| $ |
| 31 37 00 |
| Removing and Replacing existing Rip for Downstream Protection |
| Lump Sum |
| $ |
| $ |
| 03 30 00 |
| Furnishing and Placing 5,500 psi Reinforced Concrete |
| 145 CY |
| $ |
| $ |
| 05 50 00 |
| Miscellaneous Metalwork (Guard Railing) |
| 0.5 TN |
| $ |
| $ |
| 32 92 15 |
| Final Grading and Seeding |
| 510 SY |
| $ |
| $ |
| Applicable Taxes: |
| % rate: |
| $ |
Schedule B – Estimated Subtotal Costs = $
SCHEDULE C – WILLOW CREEK DROP STRUCTURE STA. 1702+25
| LIN |
| Section |
| Supplies or Services |
| Quantity and Unit |
| Unit Price |
| Amount |
WBR
| Mobilization and Preparatory Work |
| Lump Sum |
| $ |
| $ |
| 31 11 00 |
| Clearing and Grubbing |
| Lump Sum |
| $ |
| $ |
| 31 03 15 |
| Diversion and Care of Flows in Azotea Channel & Willow Creek |
| Lump Sum |
| $ |
| $ |
| 31 03 33 |
| Removal of Water for Construction |
| Lump Sum |
| $ |
| $ |
| 03 81 10 |
| Demolition and Removal of Existing Reinforced Concrete Structure. |
| 213 CY |
| $ |
| $ |
| 31 23 11 |
| Excavation |
| 1,200 CY |
| $ |
| $ |
| 31 23 11 |
| Backfill, Structural |
| 1,450 CY |
| $ |
| $ |
| 31 23 02 |
| Backfill, Compaction |
| 1,080 CY |
| $ |
| $ |
| 31 37 00 |
| Removing and Replacing existing Rip for Downstream Protection |
| Lump Sum |
| $ |
| $ |
| 03 30 00 |
| Furnishing and Placing 5,500 psi reinforced concrete for drop structure walls. |
| 213 CY |
| $ |
| $ |
| 05 50 00 |
| Miscellaneous Metalwork (Guard Railing) |
| 0.5 TN |
| $ |
| $ |
| 32 92 15 |
| Final Grading and Seeding |
| 500 SY |
| $ |
| $ |
| Applicable Taxes: |
| % rate: |
| $ |
Schedule C – Estimated Subtotal Costs = $
SCHEDULE D – WILLOW CREEK DROP STRUCTURE STA. 1831+17
| LIN |
| Section |
| Supplies or Services |
| Quantity and Unit |
| Unit Price |
| Amount |
WBR
| Mobilization and Preparatory Work |
| Lump Sum |
| $ |
| $ |
| 31 11 00 |
| Clearing and Grubbing |
| Lump Sum |
| $ |
| $ |
| 31 03 15 |
| Diversion and Care of Flows in Azotea Channel and Willow Creek |
| Lump Sum |
| $ |
| $ |
| 31 03 33 |
| Removal of Water for Construction |
| Lump Sum |
| $ |
| $ |
| 03 81 10 |
| Demolition and Removal of Existing Reinforced Concrete Structure. |
| 145 CY |
| $ |
| $ |
| 31 23 11 |
| Excavation |
| 1,150 CY |
| $ |
| $ |
| 31 23 11 |
| Backfill, Structural |
| 1,386 CY |
| $ |
| $ |
| 31 23 02 |
| Backfill, Compaction |
| 1,650 CY |
| $ |
| $ |
| 31 37 00 |
| Removing and Replacing existing Riprap for Downstream Protection |
| Lump Sum |
| $ |
| $ |
| 03 30 00 |
| Furnishing and Placing 5000 psi reinforced concrete for drop structure walls. |
| 145 CY |
| $ |
| $ |
| 05 50 00 |
| Miscellaneous Metalwork (Guard Railing) |
| 0.5 TN |
| $ |
| $ |
| 32 92 15 |
| Final Grading and Seeding |
| 500 SY |
| $ |
| $ |
| Applicable Taxes: |
| % rate: |
| $ |
Schedule D – Estimated Subtotal Costs = $ Schedules A, B, C, & D – Estimated Total Costs = $
B2. WARRANTY
Materials and supplies used under these contract/specifications shall be warranty where applicable to be free of such defects in workmanship as appears under normal use, service, and operation within specified warranty period.
Warranty Period: One (1) year after the Government has issued letter of Substantial Completion.
END OF SCHEDULE
