J.2-Bid_Form_IFB_Amendment_5.xlsx
XLSX spreadsheet 32 KB Posted
- Solicitation number
- 72044021B00001
About this file
This document contains an invitation for bids for a construction contract opportunity with the United States Agency for International Development in Vietnam. Key details include that USAID Vietnam is seeking bids for civil works for Phase 1 of dioxin remediation at Bien Hoa Airbase Area, with an estimated total bid value of over $50 million. The solicitation includes construction services across four contract line item numbers. The deadline for bid submission is February 11, 2022, and bids must be submitted electronically. A virtual pre-bid site visit and conference will be held on December 1, 2021. The anticipated award is a single fixed-price contract with an optional period of performance.
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Bid_form
| USAID/VIETNAM CIVIL WORKS FOR DIOXIN REMEDIATION AT THE BIEN HOA AIRBASE AREA – PHASE I | ||||||
| ATTACHMENT J.2 BID FORM (IFB Amendment No. 5) | ||||||
| CLIN | Bid Item No. | Bid Item Description | Units | Quantity | Unit Price (USD) | Total Amount (USD) |
| 1 | 00 GENERAL | $ - | ||||
| 01.00.01 | Mobilization | LS | 1 | $ - | $ - | |
| 01.00.02 | Environmental Mitigation | LS | 1 | $ - | $ - | |
| 01.00.03 | Health and Safety, Including PPE and Blood Monitoring | LS | 1 | $ - | $ - | |
| 01.00.04 | Traffic Control | LS | 1 | $ - | $ - | |
| 01.00.05 | Decontamination | LS | 1 | $ - | $ - | |
| 01.00.06 | Site Office | LS | 1 | $ - | $ - | |
| 01.00.07 | Project Management and Support | LS | 1 | $ - | $ - | |
| 01.00.08 | Bonds or Bank Guarantees | LS | 1 | $ - | $ - | |
| 10 TREATMENT AREA | $ - | |||||
| 01.10.01 | General - Clearing and Removal of Vegetation | LS | 1 | $ - | $ - | |
| 01.10.02 | General - Remove amd Stockpile Topsoil | LS | 1 | $ - | $ - | |
| 01.10.03 | General - Excavation, Fill and Compaction | LS | 1 | $ - | $ - | |
| 01.10.04 | PTSA - Non-Woven Geotextile | LS | 1 | $ - | $ - | |
| 01.10.05 | PTSA - Double-Sided Textured HDPE Liner | LS | 1 | $ - | $ - | |
| 01.10.06 | PTSA - Sumps, Piping, Pump Station, Access Points, and All Ancillary Items | LS | 1 | $ - | $ - | |
| 01.10.07 | PTSA - Access Ramp | LS | 1 | $ - | $ - | |
| 01.10.08 | PTSA - Excavate, Fill, and Compact PTSA and Detention Pond Base | LS | 1 | $ - | $ - | |
| 01.10.09 | PTSA - Fill and Compaction PTSA and Detention Pond Berm | LS | 1 | $ - | $ - | |
| 01.10.10 | PTSA - Detention Ponds and Piping, and All Ancillary Items | LS | 1 | $ - | $ - | |
| 01.10.11 | Drainage - Install Perimeter Concrete Lined Channel 1000 mm wide | LS | 1 | $ - | $ - | |
| 01.10.12 | Drainage - Install Perimeter Concrete Lined Channel 2000 mm wide | LS | 1 | $ - | $ - | |
| 01.10.13 | Drainage - Improve Existing Earthen Channel 2000 mm wide, Dissipation | LS | 1 | $ - | $ - | |
| 01.10.14 | Drainage - 1000 mm by 1000 mm Box Culvert, Headwalls, Dissipation | LS | 1 | $ - | $ - | |
| 01.10.15 | Drainage - Double 1000 mm by 1000 mm Box Culvert, Headwalls, Dissipation | LS | 1 | $ - | $ - | |
| 01.10.16 | Monitoring Wells | EA | 4 | $ - | $ - | |
| 01.10.17 | Security Fence | LS | 1 | $ - | $ - | |
| 01.10.18 | Northern Control Gate | EA | 1 | $ - | $ - | |
| 01.10.19 | Southern Control Gate | EA | 1 | $ - | $ - | |
| 01.10.20 | Guard Shacks | EA | 3 | $ - | $ - | |
| 01.10.21 | Site Restoration | LS | 1 | $ - | $ - | |
| 20 DIG AND HAUL | $ - | |||||
| 01.20.01 | Dig and Haul - Clear, Chip and Stockpile of Vegetation | LS | 1 | $ - | $ - | |
| 01.20.02 | Dig and Haul - Excavation, Dewatering and Drainage, Stockpile, Transport, and Placement and Grade of Soil - Excavation Depth up to 1.5m | m3 | 43,600 | $ - | $ - | |
| 01.20.03 | Dig and Haul - Excavation, Dewatering and Drainage, Stockpile, Transport, and Placement and Grade of Soil - Excavation Depth >1.5 m | m3 | 56,000 | $ - | $ - | |
| 01.20.04 | Dig and Haul - Excavation, Dewatering and Drainage, Stockpile, Transport, and Placement and Grade of Sediment | m3 | 18,800 | $ - | $ - | |
| 01.20.05 | Dig and Haul - Compaction at LTSA | m3 | 59,200 | $ - | $ - | |
| 01.20.06 | Dig and Haul - Unloading Low Concentration Material from LCSA; Transport, Placement and Grade LTSA | m3 | 31,000 | $ - | $ - | |
| 01.20.07 | Dig and Haul - Unloading, High Concentration Material from HCSA and HCTS; Transport, Placement and Grade in PTSA | m3 | 20,000 | $ - | $ - | |
| 01.20.08 | Monitoring Wells | EA | 3 | $ - | $ - | |
| 01.20.09 | Moveable Barrier Fence | LS | 1 | $ - | $ - | |
| 01.20.10 | Brick Fencing Type 1 | m | 180 | $ - | $ - | |
| 01.20.11 | Brick Fencing Type 2 | m | 150 | $ - | $ - | |
| 01.20.12 | Guard Shacks | EA | 5 | $ - | $ - | |
| 01.20.13 | Site Restoration - Backfilling and Compaction of Borrow Materials | m3 | 84,500 | $ - | $ - | |
| 01.20.14 | Site Restoration - Topsoil | m2 | 80,000 | $ - | $ - | |
| 01.20.15 | Site Restoration - Sodding | m2 | 80,000 | $ - | $ - | |
| 30 ROADWAYS | $ - | |||||
| 01.30.01 | Access Road to Treatment area | LS | 1 | $ - | $ - | |
| 01.30.02 | Reconstruct SW-07 Road Section | LS | 1 | $ - | $ - | |
| 01.30.03 | Dig and Haul - Bypass Road | LS | 1 | $ - | $ - | |
| 40 PROTECT, MAINTAIN, AND HANDOVER PROJECT ASSETS | $ - | |||||
| 01.40.01 | Maintainance of Installed Project Work - High Concentration Storage Area, High Concentration Temporary Storage, and Low Concentration Storage Area | LS | 1 | $ - | $ - | |
| 01.40.02 | Maintenance of Installed Project Work - Long Term Storage Area Including Drainage, LTSA Site Office, and all Associated Facilities | LS | 1 | $ - | $ - | |
| 01.40.03 | Operation and Maintenance of Treatment Area Components Including the PTSA, PTSA Detention Ponds, Drainage, Fencing, Guard Shacks, Access Roads, and all Associated Work | LS | 1 | $ - | $ - | |
| 01.40.04 | Grass cutting, and tree trimming alongside roadways, ditches, existing steel fencing | LS | 1 | $ - | $ - | |
| 01.40.05 | LTSA - Non-Woven Geotextile at base | LS | 1 | $ - | $ - | |
| 01.40.06 | LTSA - Final Cover | LS | 1 | $ - | $ - | |
| 01.40.07 | Monitoring Wells | LS | 1 | $ - | $ - | |
| 50 STORAGE AND STAGING AREA DEMOLITION | $ - | |||||
| 01.50.01 | LCSA and IM1 CLIN 2 Area Demolition and Site Restoration | LS | 1 | $ - | $ - | |
| 01.50.02 | HCSA Demolition and Site Restoration | LS | 1 | $ - | $ - | |
| 01.50.03 | HCTS Demolition and Site Restoration | LS | 1 | $ - | $ - | |
| 01.50.04 | IM1 Staging Area Demolition | LS | 1 | $ - | $ - | |
| CLIN 1 SUBTOTAL | $ - | |||||
| 2 | 00 GENERAL | $ - | ||||
| 02.00.01 | Demobilization | LS | 1 | $ - | $ - | |
| CLIN 2 SUBTOTAL | $ - | |||||
| 3 | 20 DIG AND HAUL | $ - | ||||
| 03.20.01 | Dig and Haul - Excavation, Dewatering and Drainage, Stockpile, Transport, and Placement and Grade of Soil - Excavation Depth up to 1.5m | m3 | 25,700 | $ - | $ - | |
| 03.20.02 | Dig and Haul - Excavation, Dewatering and Drainage, Stockpile, Transport, and Placement and Grade of Soil - Excavation Depth >1.5 m | m3 | 31,500 | $ - | $ - | |
| 03.20.03 | Dig and Haul - Excavation, Dewatering and Drainage, Stockpile, Transport, and Placement and Grade of Sediment | m3 | 11,300 | $ - | $ - | |
| 03.20.04 | Dig and Haul - Compaction at LTSA | m3 | 27,600 | $ - | $ - | |
| 03.20.05 | Hauling Treated Material to Stockpile | m3 | 50,000 | $ - | $ - | |
| 03.20.06 | Monitoring Wells | EA | 5 | $ - | $ - | |
| 03.20.07 | Site Restoration - Backfilling and Compaction of Borrow Materials | m3 | 57,200 | $ - | $ - | |
| 03.20.08 | Dig and Haul and Site Restoration - Unloading, Transport, Backfill and Compaction of Treated Material | m3 | 50,000 | $ - | $ - | |
| 03.20.09 | Site Restoration - Topsoil | m2 | 32,000 | $ - | $ - | |
| 03.20.10 | Site Restoration - Sodding | m2 | 32,000 | $ - | $ - | |
| 03.20.11 | Temporary Steel Sheet Fence | m | 1,500 | $ - | $ - | |
| 03.20.12 | On and Off-Base Gates | EA | 6 | $ - | $ - | |
| 03.20.13 | Repair Existing Mornitoring Wells | EA | 4 | $ - | $ - | |
| 30 ROADWAYS | $ - | |||||
| 03.30.01 | Construction of Masonry Ditch | m | 16,080 | $ - | $ - | |
| 03.30.02 | Asphalt Concrete C12.5, 5 cm Thick | m2 | 30,000 | $ - | $ - | |
| 03.30.03 | Asphalt Concrete C12.5 Levelling | m3 | 1,200 | $ - | $ - | |
| 03.30.04 | Asphalt Concrete C19, 7 cm Thick | m2 | 30,000 | $ - | $ - | |
| 03.30.05 | Asphalt Concrete C19 Levelling | m3 | 1,200 | $ - | $ - | |
| 03.30.06 | Tack Coat 0.5 L/ 1m2 in Density | m2 | 60,000 | $ - | $ - | |
| 03.30.07 | Prime Coat 1 L/ 1m2 in Density | m2 | 30,000 | $ - | $ - | |
| 03.30.08 | Fiberglass Mesh 100/100 kN/m | m2 | 30,000 | $ - | $ - | |
| 03.30.09 | Aggregate Base Course Dmax 25 | m3 | 5,000 | $ - | $ - | |
| 03.30.10 | Aggregate Base Course Dmax 37.5 | m3 | 5,500 | $ - | $ - | |
| 03.30.11 | Fill Compacted to 98% | m3 | 15,000 | $ - | $ - | |
| 03.30.12 | Fill Compacted to 95% | m3 | 15,000 | $ - | $ - | |
| 03.30.13 | Neoweb Reinforced Slope | m2 | 200 | $ - | $ - | |
| 03.30.14 | Cement Concrete Patching | m2 | 20,000 | $ - | $ - | |
| 03.30.15 | Crushed Stone | m3 | 20 | $ - | $ - | |
| 03.30.16 | Remove, Transport and Disposal of Road Structure | m3 | 20,000 | $ - | $ - | |
| CLIN 3 SUBTOTAL | ||||||
| 60 TOTAL DAY WORKS | $ 3,000,000 | |||||
| 03.60.01 | Total Day Works - The CONTRACTOR is not entitled to any part of the Day Work item, either partially or fully, unless specifically authorized by USAID | - | - | $ 3,000,000 | $3,000,000 | |
| CLIN 3 SUBTOTAL | $ 3,000,000 | |||||
| BASE BID (CLIN 1 + CLIN 2 + CLIN 3) | $ 3,000,000 | |||||
| 4 | 00 GENERAL | $ - | ||||
| 04.00.01 | Environmental Mitigation | LS | 1 | $ - | $ - | |
| 04.00.02 | Health and Safety, Including PPE and Blood Monitoring | LS | 1 | $ - | $ - | |
| 04.00.03 | Traffic Control | LS | 1 | $ - | $ - | |
| 04.00.04 | Decontamination | LS | 1 | $ - | $ - | |
| 04.00.05 | Site Office Operation and Maintenance | LS | 1 | $ - | $ - | |
| 04.00.06 | Project Management and Support | LS | 1 | $ - | $ - | |
| 04.00.07 | Bonds or Bank Guarantees | LS | 1 | $ - | $ - | |
| 20 DIG AND HAUL | $ - | |||||
| 04.20.01 | Dig and Haul - Clear, Chip and Stockpile of Vegetation | LS | 1 | $ - | $ - | |
| 04.20.02 | Dig and Haul - Excavation, Dewatering and Drainage, Stockpile, Transport, and Placement and Grade of Soil - Excavation Depth up to 1.5m | m3 | 18,400 | $ - | $ - | |
| 04.20.03 | Dig and Haul - Excavation, Dewatering and Drainage, Stockpile, Transport, and Placement and Grade of Soil - Excavation Depth >1.5 m | m3 | 38,000 | $ - | $ - | |
| 04.20.04 | Dig and Haul - Excavation, Dewatering and Drainage, Stockpile, Transport, and Placement and Grade of Sediment | m3 | 15,000 | $ - | $ - | |
| 04.20.05 | Dig and Haul - Compaction at LTSA | m3 | 23,300 | $ - | $ - | |
| 04.20.06 | Moveable Barrier Fence | LS | 1 | $ - | $ - | |
| 04.20.07 | Site Restoration - Backfilling and Compaction of Borrow Materials | m3 | 47,600 | $ - | $ - | |
| 04.20.08 | Guard Shacks | EA | 6 | $ - | $ - | |
| 04.20.09 | Site Restoration - Topsoil | m2 | 46,800 | $ - | $ - | |
| 04.20.10 | Site Restoration - Sodding | m2 | 46,800 | $ - | $ - | |
| 40 PROTECT, MAINTAIN, AND HANDOVER PROJECT ASSETS | $ - | |||||
| 04.40.01 | Operation and Maintenance of Treatment Area Components Including the PTSA, PTSA Detention Ponds, Drainage, Fencing, Guard Shacks, Access Roads, and all Associated Work | LS | 1 | $ - | $ - | |
| 04.40.02 | Grass cutting, and tree trimming alongside roadways, ditches, existing steel fencing | LS | 1 | $ - | $ - | |
| 04.40.03 | LTSA - Non-Woven Geotextile at base | LS | 1 | $ - | $ - | |
| 04.40.04 | LTSA - Final Cover | LS | 1 | $ - | $ - | |
| 04.40.05 | Monitoring Wells | LS | 1 | $ - | $ - | |
| CLIN 4 (OPTION PERIOD) SUBTOTAL | $ - | |||||
| TOTAL BID (BASE BID + CLIN 4) | $ 3,000,000 |
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