J.6.B.2_TO_002_BOQ_(Waka-Johnny_Tutu).xlsx
XLSX spreadsheet 53 KB Posted
- Solicitation number
- SOL-669-16-000006
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J.6.B.2
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| Amendment_01 _SOL-669-16-000006.pdf | ||
| J.6.B.2_TO_BOQ_-_Revised.xlsx | XLSX spreadsheet | |
| Attachment_J.7.pdf | ||
| Amended_SOL-669-16-000006.pdf | ||
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| J.3_C-Box_Culvert_drwaings.pdf | ||
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| J.3A-Earthworks_drawings.pdf | ||
| J.3.D_Drwaings_bridges_ _Box_culverts.pdf | ||
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Text version
Cover Page
Bill of Quantities
| Project Name: Engineering Services for Rural Road Rehabilitation Project | |
| Funded by: | USAID - Liberia |
| Contract Name: | Rehabilitation of Waka Town-Johnny Tutu Road | |
| Contract Reference No: | Lot No: |
| Road Name: | Waka Town-Johnny Tutu Road (7.275km) | CH | 0+000 | to | CH | 7+ 275 |
| District : | Number Two (2) | |||||
| County: | Grand Bassa |
Contractor Name:
Bill 1
| Item No | Item Description | Unit | Quantity | Unit Rate (US$) | Amount (US$) |
| 1.0 | |||||
| 1.1 | Contractor's mobilization and establishment of site camp | LS | 1.0 | $0.00 | |
| 1.2 | Contractor demobilization and removal of camp site | LS | 1.0 | $0.00 | |
| 1.3 | Occupational Health and Safety, HIV/AIDs and Gender awareness meetings | ||||
| 1.3.1 | Provision of all contractual responsibilities stipulated in section 1.3 of the Specifications | LS | 1.0 | $0.00 | |
| 1.3.2 | Occupational Health and Safety, HIV/AIDs and Gender awareness meetings | No | 5.0 | $0.00 | |
| 1.4 | Accomodation of traffic | ||||
| 1.4.1 | Permanent road traffic signs for the completed road | No | 10.0 | $0.00 | |
| 1.4.2 | Permanent road traffic signs for the completed road | No | 0.0 | ||
| 1.5 | Provision, erection, maintenance and removal of project bill sign board as indicated in the drawing or instructed by the Engineer. | No | 2.0 | $0.00 | |
| 1.6 | Provide specified insurances and bonds | LS | 1.0 | $0.00 | |
| 1.7 | Construction of temporary detours including their maintenance and restoration | m | 300.0 | $0.00 | |
| 1.8 | Time and Method Related Costs | ||||
| 1.8.1 | Provision of Key Site Based Personnel | ||||
| 1.8.1a | Quality Control/Assurance Officer (1No) | Week | 28.0 | $0.00 | |
| 1.8.1b | Environmental Compliance/Safety Officer (1 No) | Week | 28.0 | $0.00 | |
| 1.8.1c | Qualified First Aid Assistant (1No) | Week | 28.0 | $0.00 | |
| 1.8.2 | Conducting Materials Tests as instructed by the engineer, inclusive of test report preparation | ||||
| 1.8.2a | Grading & Atterberg Tests | Set | 11 | $0.00 | |
| 1.8.2b | Compaction Tests | Set | 14.0 | $0.00 | |
| 1.8.2c | Concrete Compresive Tests | Set | 0 | $0.00 | |
| 1.8.2d | Foundation Bearing Capacity Tests at Bridge & Box Culvert Excavations | Set |
| - 0 | |
| - 0 | |
| - 0 | |
| - 0 | |
| Sub Total for Preliminary Items | $0.00 |
&"Arial Narrow,Regular" ENGINEERING SERVICES FOR RURAL ROAD REHABILATION PROJECT Contract Name: Rehabilitation of Waka Town - Johnny Tutu Road Road Name: Waka Town - Johnny Tutu Road County: Grand Bassa
Bill 2
| Item No | Item Description | Unit | Quantity | Unit Rate (US$) | Amount (US$) |
| 2.0 | |||||
| 2.1 | Setting out of road alignment and cross sections | Km | 7.275 | $0.00 | |
| 2.2 | Site Clearance | ||||
| 2.2.1 | Clearing as specified in the drawings and in section 2.2 of the specification but outside the formation width: | ||||
| 2.2.1a | In Light Vegetation (medium density bush, plantation, shrub or grass) areas except trees and stumps defined in bill item 2.2.2 | SQM | 6,756 | $0.00 | |
| 2.2.1b | In Heavy or Dense Vegetation (dense bush, rubber plantation, forests) areas except trees and stumps defined in bill item 2.2.2 | SQM | 30,420 | $0.00 | |
| 2.2.2 | Removal of large trees and tree stumps: | ||||
| 2.2.2a | Girth exceeding 1.0 m up to and including 2.0 m | No | 54.0 | $0.00 | |
| 2.2.2b | Girth exceeding 2.0 m up to and including 3.0m | No | 37.0 | $0.00 | |
| 2.2.2c | Girth exceeding 3.0 m | No | 26.0 | $0.00 | |
| 2.2.3 | Clearing, Grubbing and Removal of Vegetation & Top Organic Soil from the Road Formation | SQM | 65,475.0 | $0.00 |
| - 0 | |
| - 0 | |
| - 0 | |
| - 0 | |
| - 0 | |
| - 0 | |
| - 0 | |
| - 0 | |
| - 0 | |
| - 0 | |
| Sub Total for Site Preparation and Clearing Works | $ - 0 |
ENGINEERING SERVICES FOR RURAL ROAD REHABILATION PROJECT
Road Name: Waka Town - Johnny Tutu Road County: Grand Bassa
Bill 3
| Item No | Item Description | Unit | Quantity | Unit Rate (US$) | Amount (US$) |
| 3.0 | |||||
| 3.1 | Earthworks | ||||
| 3.1.1 | Excavation or Cutting to Spoil on existing road bed including disposal to approved disposal locations | ||||
| 3.1.1a | Common or Ordinary Soil | CUM | 700.6 | $0.00 | |
| 3.1.1b | Rock Material | CUM | 20.0 | $0.00 | |
| 3.1.1c | Swamps Locations | CUM | |||
| 3.1.2 | Earthworks in Embankments or Filling to required road levels and cross sections including shaping, watering & compaction to Min 95% MDD | ||||
| 3.1.2a | Using cut material (Cross fill or Cut to Fill) | CUM | |||
| 3.1.2b | Using Borrow Material (Ordinary Fill) | CUM | - 0 | ||
| 3.1.2c | Using rock fill material | CUM | |||
| 3.1.3 | Heavy grading of a new road bed/formation section to specified cross-section and camber including Watering & Compaction to Min 95% MDD | SQM | 4,050.0 | $0.00 | |
| 3.1.4 | Clearing of borrow pit sites for Ordinary Fill Material extraction | SQM | - 0 | ||
| 3.1.5 | Removal of all unsuitable materials from the road formation to any depth as instructed by the engineer and disposal to approved locations. | CUM | |||
| 3.1.6 | Over-haulage of emarkment fill materials (Beyond 2km haulage distance) | km.m3 | |||
| 3.2 | Gravel Wearing Course | ||||
| 3.2.1 | Excavation, loading, haulage, spreading and compaction of approved gravel pavement to Min 95% MDD. | CUM | 5,456.3 | $0.00 | |
| 3.2.2 | Clearing of borrow pit sites for gravel extraction | SQM | 7,275.0 | $0.00 | |
| 3.2.3 | Restoration of borrow pit sites | SQM | 7,275.0 | $0.00 | |
| 3.2.4 | Over-haulage of gravel (Beyond 5km haulage distance) | km.m3 | |||
| 3.3 | Re-shaping or Re-Grading to form Camber | ||||
| 3.3.1 | Scarification and Reshaping of an existing road section to specified camber including Watering & Compaction to Min 95% MDD | SQM | 61,425 | $0.00 | |
| 3.4 | Excavation and Construction of Drains | ||||
| 3.4.1 | Excavation of new open drains (catch water and mitre drains) to specified cross section dimensions (Refer to drawings) | ||||
| 3.4.1a | In Soft Material | m | 120.0 | $0.00 | |
| 3.4.1b | In Rock Material | CUM | |||
| 3.4.2 | Cleaning and re-shaping of existing side, catch water and mitre drains | m | |||
| 3.4.3 | Supply material and construct scour checks: | ||||
| 3.4.3a | Using Wooden Sticks | No | |||
| 3.4.3b | Using Dry Stones | No | |||
| 3.4.3c | Using Grouted stones | No | 595.0 | $0.00 | |
| 3.4.4 | Construction of Banks and Dykes | CUM | - 0 | ||
| 3.4.5 | Construction of Sub-drains using specified graded boulder material | ||||
| 3.4.5a | Type 1 as specified in the drawings | CUM | |||
| 3.4.5b | Type 2 as specified in the drawings | CUM | |||
| Sub Total for Earthworks and Gravel Road Pavement Works | $0.00 |
Road Name: Waka Town - Johnny Tutu Road County: Grand Bassa
Bill 4
| Item No | Item Description | Unit | Quantity | Unit Rate (US$) | Amount (US$) |
| 4.1 | |||||
| 4.1.1 | In soft soils to a trench depth not exceeding 1.5m | CUM | 282.5 | $0.00 | |
| 4.1.2 | In soft soils to a trench depth exceeding 1.5m | CUM | |||
| 4.1.3 | In Rock | CUM | |||
| 4.2 | Backfill to Pipe Culverts. | ||||
| 4.2.1 | Using Insitu Excavated Material | CUM | |||
| 4.2.2 | Using Approved Imported Material | CUM | 1397.3 | $0.00 | |
| 4.3 | Provide Material and Construct Reinforced Concrete Pipe Culvert | ||||
| 4.3.1 | 600mm Diameter | m | 21.0 | $0.00 | |
| 4.3.2 | 900mm Diameter | m | 210.0 | $0.00 | |
| 4.3.3 | 1200mm Diameter | m | |||
| 4.3.4 | 1500mm Diameter | m | 6.0 | $0.00 | |
| 4.4 | Provide Material and Cast insitu Concrete in class | ||||
| 4.4.1 | Class 10 MPA for Blinding | CUM | |||
| 4.4.2 | Class 15 MPA in Bedding & Haunch | CUM | 176.9 | $0.00 | |
| 4.4.4 | Class 20 MPA in Culvert End Structures & Reinforced Concrete Bedding | CUM | 248.0 | $0.00 | |
| 4.5 | Provide Material and Construct Cement Bound Masonry Works at End Structures | ||||
| 4.5.1 | Using cement masonry blocks | CUM | |||
| 4.5.2 | Using Stones | CUM | |||
| 4.6 | Provide, place and compact hardcore foundation for pipe structures in very soft spots as instructed by the engineer | CUM | 0.0 | $0.00 | |
| 4.7 | Construct temporary water diversions in locations of active water courses including their maintenance and removal by: | ||||
| 4.7.1 | Excavation of diversion channels | CUM | 0.0 | ||
| 4.7.2 | Constructing temporary barriers | CUM | |||
| 4.8 | Provide Material and Construct Stone Pitching to specified thickness: | ||||
| 4.8.1 | Using Dry (Plain) Stone Pitching | SQM | |||
| 4.8.2 | Using Grouted Stone Pitching | SQM | 0.0 | ||
| 4.9 | Provide Material and Construct Rip-Rap Protection to specified thickness | ||||
| 4.9.1 | Using Dry (Plain) Packed Stone | CUM | |||
| 4.9.2 | Using Grouted Stone | CUM | 1284.0 | $0.00 | |
| 4.10 | Provide Material and Construct Stone Masonry Walls | ||||
| 4.10.1 | Using Dry (Plain) Stone Masonry | CUM | |||
| 4.10.2 | Using Grouted Stone Masonry | CUM | |||
| 4.11 | Provide Material and Construct Mass Concrete for Pitching (Paving) | CUM | |||
| 4.12 | Provide and Construct Stone Filled Gabion Works using Gabion Boxes including the foundation preparation, as per standard drawings and specs | ||||
| 4.12.1 | In approved Gabion Box quality and specified dimensions | CUM | |||
| 4.12.2 | In approved Reno Mattress quality and specified dimensions | CUM | |||
| 4.13 | Supply and Fix Reinforcing Steel in Reinforced Concrete | ||||
| 4.13.1 | Mild steel bars | Kg | 24,433 | $0.00 | |
| 4.13.2 | High yield steel bars | Kg | |||
| 4.13.3 | Welded steel fabric | Kg | |||
| 4.14 | Provide Material, Place and fix into position of concrete formwork including its removal after concrete curing | ||||
| 4.14.1 | Rough finish formwork | SQM | 676.4 | $0.00 | |
| 4.14.2 | Fair finish formwork | SQM | 225.5 | $0.00 | |
| 4.15 | Provide for the desilting of existing pipe culverts including opening of inlets and outlets | ||||
| 4.15.1 | 600mm & 900mm Diameter | m | |||
| 4.15.2 | 1200mm & 1500mm Diameter | m | |||
| 4.16 | Demolition and disposal of existing pipe structures (RCP & CMP) | ||||
| 4.16.1 | 600mm & 900mm Diameter | No | 3.0 | $0.00 | |
| 4.16.2 | 1200mm & 1500mm Diameter | No | 0.0 | ||
| 4.17 | Demolition and disposal of existing log bridges at pipe structures locations | No | |||
| 4.18 | Excavation of Pipe Culvert Outlets and Inlets at Existing & New Pipe Culvert Locations as instructed by the Engineer | CUM | 0.0 | ||
| Sub Total for Drainage and Structures (Pre-fabricated Pipe Culverts) | $ - 0 |
Road Name: Waka Town - Johnny Tutu Road County: Grand Bassa
Bill 5
| Item No | Item Description | Unit | Quantity | Rate (USD) | Amount (USD) |
| 5.0 | |||||
| 5.1 | Landscaping & Grassing | ||||
| 5.1.1 | Hand Trimming | SQM | - 0 | ||
| 5.1.2 | Establishing Vegetation | - 0 | |||
| 5.1.2a | Establishing Vegetation: Planting and establishing grass from imported sources within country | SQM | - 0 | ||
| 5.1.2b | Establishing Vegetation: Planting and establishing grass using approved bush sods from site area | SQM | - 0 | ||
| 5.1.2c | Planting of trees | No | - 0 | ||
| 5.1.2d | Planting of Shrub | SQM | - 0 | ||
| 5.2 | Construction of Lined drains at specified road sections as shown on the drawings | CUM | - 0 | ||
| 5.2.1 | In class 20 MPA (1: 2: 4) concrete | CUM | - 0 | ||
| 5.2.2 | In grouted stone masonry | CUM | 50.0 | - 0 | |
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| - 0 | |||||
| Sub Total for Miscellaneous Items | - 0 |
Road Name: Waka Town - Johnny Tutu Road County: Grand Bassa
Summary Bill No Bill Description Amount (US$)
| 1.0 | Preliminary & General Items | $ - 0 |
| 2.0 | Site Preparation and Clearing Works | $ - 0 |
| 3.0 | Earthworks and Pavement Works | $ - 0 |
| 4.0 | Drainage and Structures: Prefabricated Pipe Culvert Works | $ - 0 |
| 5.0 | Miscellaneous Items (Pipe Culverts) | $0.00 |
| 6.0 | Drainage and Structures: Cast in Place U-Culvert Works | |
| 7.0 | Box Culvert Structure | |
| 8.0 | Bridge Structures | |
| 9.0 | Day Works Activities |
Total Transfered to the Grand Summary Sheet $ - 0
Road Name: Waka Town - Johnny Tutu Road County: Grand Bassa
File details come from the government source that posted it. Updated .