J.2-Bid_Form_IFB_Amendment_4.xlsx
XLSX spreadsheet 31 KB Posted
- Solicitation number
- 72044021B00001
About this file
This invitation for bids solicits construction services for dioxin remediation at Bien Hoa Airbase Area in Vietnam. USAID seeks to award a fixed-price contract to excavate and remove contaminated soil and sediment covering approximately 199 hectares. Bidders must be registered in SAM and hold required licenses to perform the work. The solicitation includes four contract line item numbers for excavation, hauling, road construction, long-term storage area construction, and three years of operation and maintenance. The estimated total contract value is over $50 million. Questions are due by December 17, 2021 and bids are due electronically by February 11, 2022. Award is subject to funding availability.
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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 (Amendment No. 4) | ||||||
| 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 and 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 | $ - | $ - | |
| 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 | $ - | $ - | |
| 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 + TOTAL DAY WORKS | $ 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 and 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 | $ - | $ - | |
| CLIN 4 SUBTOTAL | $ - | |||||
| TOTAL BASE BID (CLIN 1 + CLIN 2 + CLIN 3 + TOTAL DAY WORKS + CLIN 4) | $ 3,000,000 |
File details come from the government source that posted it. Updated .