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Cover Page
| Bills of Quantities | |
| Project Name: Engineering Services for Rural Road Rehabilitation Project | |
| Funded by: | USAID - Liberia |
| Contract Name: | Rehabilitation of Compound 1-Little Bassa-Varmah Road Section | |
| Contract Reference No: | | Lot No: |
| Road Name: | Compound 1-Varmah-Edina Road | CH | 0+000 | to | CH | 35+000 |
| District : | District 1 | | | | | |
| County: | Grand Bassa | | | | | |
Contractor Name:
Bill 1
| Item No | Description | Unit | Rev Qty | Unit Rate (US$) | Amount (US$) |
| 1.0 | Preliminary & General Items | | | | |
| 1.1 | Contractor's mobilization and establishment of site camp | LS | 1 | | $0.00 |
1.2 Contractor demobilization and removal of camp site LS 1 $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 | $0.00 |
| 1.3.2 | Occupational Health and Safety, HIV/AIDs and Gender awareness meetings | No | 10 | $0.00 |
| 1.4 | Accomodation of traffic | | | |
| 1.4.1 | Permanent road traffic signs for the completed road | No | 20 | $0.00 |
1.5 Provision, erection, maintenance and removal of project bill sign board as indicated in the drawing or instructed by the Engineer. No 3 $0.00
1.6 Provide specified insurances and bonds LS 1 $0.00
1.7 Construction of temporary detours including their maintenance and restoration m 560 $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 | 45 | $0.00 |
| 1.8.1b | Environmental Compliance/Safety Officer (1 No) | Week | 45 | $0.00 |
| 1.8.1c | Qualified First Aid Assistant (1No) | Week | 45 | $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 | 30 | $0.00 |
| 1.8.2b | Compaction Tests | Set | 100 | $0.00 |
| 1.8.2c | Concrete Compresive Tests | Set | 25 | $0.00 |
| 1.8.2d | Foundation Bearing Capacity Tests at Bridge & Box Culvert Excavations | Set | 20 | $0.00 |
Sub Total for Preliminary Items $0.00
&"Arial Narrow,Regular"&12ENGINEERING SERVICES FOR RURAL ROADS REHABILITATION PROJECT Contract Name: Rehabilitation of Compound 1-Little Bassa-Varmah Road Road Name: Compound 1-Little Bassa-Varmah County: Grand Bassa
&"Arial Narrow,Regular"&9
Bill 2
| Item No | Description | Unit | Rev QTY | Rate (USD) | Amount (USD) |
| 2.0 | Site Preparation and Clearing Works | | | | |
| 2.1 | Setting out of road alignment and cross sections | m | 35,000 | | $0.00 |
| | | | | $0.00 |
| 2.2 | Site Clearance | | | | $0.00 |
| 2.2.1 | Clearing as specified in the drawings and in section 2.2 of the specification but outside the formation width: | | | | $0.00 |
| 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 | 68,000 | | $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 | 54,000 | | $0.00 |
| 2.2.2 | Removal of large trees and tree stumps: | | | | |
| 2.2.2a | Girth exceeding 1.0 m [3.28ft] up to and including 2.0 m [6.6ft] | No | 20 | | $0.00 |
| 2.2.2b | Girth exceeding 2.0 m [6.6ft] up to and including 3.0m [9.8ft] | No | - 0 | | $0.00 |
| 2.2.2c | Girth exceeding 3.0 m [9.8ft] | No | - 0 | | $0.00 |
| 2.2.3 | Clearing, Grubbing and Removal of Vegetation & Top Organic Soil from the Road Formation | SQM | 26,000 | | $0.00 |
Sub Total for Site Preparation and Clearing Works $0.00
Bill 3
| Item No | Description | Unit | Quantity | Rev QTY | Rate (USD) | Amount (USD) |
| 3.0 | Earthworks and Pavement Works | | | | | |
| 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 | 255 | 255 | | $0.00 |
| 3.1.1b | Rock Material | CUM | - 0 | 20 | | $0.00 |
| 3.1.1c | Swamps Locations | CUM | - 0 | 46 | | $0.00 |
| 3.1.2 | Earthworks in Embankments or Filling to required road levels and cross sections including shaping, watering & compaction to Min 95% MDD | | | | | $0.00 |
| 3.1.2a | Using cut material (Cross fill or Cut to Fill) | CUM | - 0 | - 0 | | $0.00 |
| 3.1.2b | Using Borrow Material (Ordinary Fill) | CUM | 2,703 | 8,500 | | $0.00 |
| 3.1.2c | Using rock fill material | CUM | - 0 | - 0 | | $0.00 |
| 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 inclusive of backsloping | SQM | 99,675 | 139,545 | | $0.00 |
| 3.1.4 | Clearing & Reinstatement of borrow pit sites for Ordinary Fill Material extraction | SQM | - 0 | 2,500 | | $0.00 |
| 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 | - 0 | - 0 | | $0.00 |
| 3.1.6 | Over-haulage of ordinary fill material (Beyond 2km haulage distance) | km.m3 | - 0 | - 0 | | $0.00 |
| 3.2 | Gravel Wearing Course | | | | |
| 3.2.1 | Excavation, loading, haulage, spreading and compaction of approved gravel pavement to Min 95% MDD. | CUM | 10,600 | 31,500 | $0.00 |
| 3.2.2 | Clearing of borrow pit sites for gravel extraction | SQM | 35,000 | 35,000 | $0.00 |
| 3.2.3 | Restoration of borrow pit sites | SQM | 35,000 | 35,000 | $0.00 |
| 3.2.4 | Over-haulage of gravel (Beyond 5km haulage distance) | km.m3 | 5,000 | 5,000 | $0.00 |
| | | | | $0.00 |
| 3.3 | Re-shaping or Re-Grading to form Camber | | | | $0.00 |
| 3.3.1 | Scarification and Reshaping of an existing road section to specified camber including Watering & Compaction to Min 95% MDD and inclusive of backsloping. | SQM | 77,625 | 50,000 | $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 | 1,920 | 2,496 | $0.00 |
| 3.4.1b | In Rock Material | CUM | - 0 | - 0 | $0.00 |
| 3.4.2 | Cleaning and re-shaping of existing side, catch water and mitre drains | m | - 0 | - 0 | $0.00 |
| 3.4.3 | Supply material and construct scour checks: | | | | $0.00 |
| 3.4.3a | Using Wooden Sticks | No | - 0 | - 0 | $0.00 |
| 3.4.3b | Using Dry Stones | No | - 0 | - 0 | $0.00 |
| 3.4.3c | Using Grouted stones | No | 131 | 300 | $0.00 |
| 3.4.4 | Construction of Banks and Dykes | CUM | | - 0 | $0.00 |
| 3.4.5 | Construction of Sub-drains using specified graded boulder material | | | - 0 | $0.00 |
| 3.4.5a | Type 1 as specified in the drawings | CUM | - 0 | | $0.00 |
| 3.4.5b | Type 2 as specified in the drawings | CUM | - 0 | | $0.00 |
| Sub Total for Earthworks and Gravel Road Pavement Works | | | | $0.00 |
Bill 4
| Item No | Description | Unit | Quantity | Rev Qty | Rate (USD) | Amount (USD) |
| 4.0 | Drainage and Structures: Prefabricated Pipe Culvert Works | | | | | |
| 4.1 | Excavation for Pipe Culverts | | | | | |
| 4.1.1 | In soft soils to a trench depth not exceeding 1.5m | CUM | | | | |
| 4.1.2 | In soft soils to a trench depth exceeding 1.5m | CUM | 1,124 | 1,573 | | $0.00 |
| 4.1.3 | In Rock | CUM | | - 0 | | $0.00 |
| 4.2 | Backfill to Pipe Culverts. | | | | | |
| 4.2.1 | Using Insitu Excavated Material | CUM | - 0 | 500 | | $0.00 |
| 4.2.2 | Using Approved Imported Material | CUM | 564 | 290 | | $0.00 |
| 4.3 | Provide Material and Construct Reinforced Concrete Pipe Culvert | | | | | |
| 4.3.1 | 600mm Diameter | m | 130 | 490 | | $0.00 |
| 4.3.2 | 900mm Diameter | m | 200 | 84 | | $0.00 |
| 4.3.3 | 1200mm Diameter | m | 6 | 12 | | $0.00 |
| 4.3.4 | 1500mm Diameter | m | 6 | 6 | | $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 | 166 | 233 | | $0.00 |
| 4.4.3 | Class 20 MPA in Culvert End Structures & Reinforced Concrete Bedding | CUM | 288 | 540 | | $0.00 |
| 4.5 | Provide Material and Construct Cement Bound Masonry Works at End Structures | | | | | |
| 4.5.1 | Using Cement/Sand Blocks | CUM | - 0 | - 0 | | $0.00 |
| 4.5.2 | Using Stones | CUM | - 0 | - 0 | | $0.00 |
| 4.6 | Provide, place and compact hardcore foundation for pipe structures in very soft spots as instructed by the engineer | CUM | 17 | 40 | | $0.00 |
| 4.7 | Construct temporary water diversions in locations of active water courses including their maintenance and removal by: | | | | | $0.00 |
| 4.7.1 | Excavation of diversion channels | CUM | - 0 | 56 | | $0.00 |
| 4.7.2 | Constructing temporary dykes and earth barriers | CUM | | - 0 | | $0.00 |
| 4.8 | Provide Material and Construct Stone Pitching to specified thickness: | | | | | |
| 4.8.1 | Using Dry (Plain) Stone Pitching | SQM | | - 0 | | $0.00 |
| 4.8.2 | Using Grouted Stone Pitching | SQM | - 0 | - 0 | | $0.00 |
| 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 | 1,306 | 1,350 | | $0.00 |
| 4.10 | Provide Material and Construct Stone Masonry Walls | | | | | |
| 4.10.1 | Using Dry (Plain) Stone Masonry | CUM | | - 0 | | $0.00 |
| 4.10.2 | Using Grouted Stone Masonry | CUM | | - 0 | | $0.00 |
| 4.11 | Provide Material and Construct Mass Concrete for Pitching (Paving) | CUM | | - 0 | | $0.00 |
| 4.12 | Provide and Construct Stone Filled Gabion Works including the foundation preparation, as per standard drawings and specs | | | | | |
| 4.12.1 | In approved Gabion Box quality and specified dimensions | CUM | | - 0 | | $0.00 |
| 4.12.2 | In approved Reno Mattress quality and specified dimensions | CUM | | - 0 | | $0.00 |
| 4.13 | Supply and Fix Reinforcing Steel in Reinforced Concrete | | | | | |
| 4.13.1 | Mild steel bars | Kg | 23,910 | 33,474 | | $0.00 |
| 4.13.2 | High yield steel bars | Kg | - 0 | - 0 | | $0.00 |
| 4.13.3 | Welded steel fabric | Kg | | - 0 | | $0.00 |
| 4.14 | Provide Material, Place and fix into position of concrete formwork including its removal after concrete curing | | - 0 | | | |
| 4.14.1 | Rough finish formwork | SQM | - 0 | 1,600 | | $0.00 |
| 4.14.2 | Fair finish formwork | SQM | 2,961 | 1,036 | | $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 | - 0 | - 0 | | $0.00 |
| 4.15.2 | 1200mm & 1500mm Diameter | m | - 0 | - 0 | | $0.00 |
| 4.16 | Demolition and disposal of existing pipe structures (RCP & CMP) | | | | | $0.00 |
| 4.16.1 | 600mm & 900mm Diameter | No | 2 | 10 | | $0.00 |
| 4.16.2 | 1200mm & 1500mm Diameter | No | - 0 | - 0 | | $0.00 |
| 4.17 | Demolition and disposal of existing log bridges at pipe structures locations | No | - 0 | - 0 | | $0.00 |
| 4.18 | Excavation of Pipe Culvert Outlets and Inlets at Existing & New Pipe Culvert Locations as instructed by the Engineer | CUM | - 0 | 100 | | $0.00 |
Sub Total for Drainage and Structures (Pre-fabricated Pipe Culverts) $0.00
Bill 5
| Item No | Description | Unit | Quantity | Rev QTY | Rate (USD) | Amount (USD) |
| 5.0 | Miscellaneous Items (Pipe Culverts) | | | | | |
| 5.1 | Landscaping & Grassing | | | | | |
| 5.1.1 | Hand Trimming | SQM | | | | $0.00 |
| 5.1.2 | Establishing Vegetation | | | | | |
| 5.1.2a | Establishing Vegetation: Planting and establishing grass from imported sources within country | SQM | | | | $0.00 |
| 5.1.2b | Establishing Vegetation: Planting and establishing grass using approved bush sods from site area | SQM | | | | $0.00 |
| 5.1.2c | Planting of trees | No | | | | $0.00 |
| 5.1.2d | Planting of Shrub | SQM | | | | $0.00 |
| 5.2 | Construction of Lined drains at specified road sections as shown on the drawings | CUM | | | $0.00 |
| 5.2.1 | In class 20 MPA (1: 2: 4) concrete | CUM | | | $0.00 |
| 5.2.2 | In grouted stone masonry | CUM | 0.0 | 300.0 | $0.00 |
Sub Total for Miscellaneous Items $0.00
Bill 6
| Item No | Description | Unit | Quantity | REV QTY | Rate (USD) | Amount (USD) |
| 6.0 | | | | | | |
This Bill No. 6 has been left out intentionally
Sub Total for Miscellaneous Items $0.00
Bill 7a BC (Ch9+300)
| Item No | Description | Unit | Quantity | Rate (USD) | Amount (USD) |
| 7.0 a | Compound 1 - Little Bassa - Varmah, Ch 9+300 Box Culvert | | | | |
| 7.1 | Temporary Works & Water Diversions | | | | |
| Construct temporary water diversions at Box Culvert locations on active water courses including their maintenance and removal by: | | | | |
| 7.1.1 | Excavation of diversion channels | CUM | 97 | | $0.00 |
| 7.1.2 | Erection of temporary barriers | CUM | - 0 | | $0.00 |
| Construction and removal temporary Log Bridge structures on detour roads | LS | 1 | | $0.00 |
| 7.2 | Excavation for Structures Foundations | | | | |
| 7.2.1 | In Common Soils to 1 - 5m depth | CUM | 350 | | $0.00 |
| 7.2.2 | In Common Soils to 5 - 10m depth | CUM | 30 | | $0.00 |
| 7.2.3 | In Rock Material lrrespective of Depth | CUM | - 0 | | $0.00 |
| 7.2.4 | Preparation of excavated surface to receive permanent works. | SQM | 86 | | $0.00 |
| 7.2.5 | Disposal of surplus excavated material as directed by the Engineer | CUM | - 0 | | $0.00 |
| 7.2.6 | Disposal of excavated material; rock | CUM | - 0 | | $0.00 |
| 7.3 | Backfill to Box Culvert Structures | | | |
| Provide Material, backfill in layers not exceeding 200mm, water and compact approved backfill to 95% MDD | | | $0.00 |
| 7.3.1 | Using Insitu Excavated Material | CUM | 95 | $0.00 |
| 7.3.2 | Using Approved Imported Material | CUM | 100 | $0.00 |
| 7.3.3 | Using imported single size pervious crushed stone backfill behind wing walls and stems including cast in place PVC weep holes as shown on drawings | CUM | 12 | $0.00 |
| 7.3.4 | Provide, place and. compact hardcore foundation layer in very soft spots (with low bearing capacity) as instructed by the engineer | CUM | 39 | $0.00 |
| 7.4 | Form Work | | | |
| 7.4.1 | Provide Material, Place, Fix and Brace into position of concrete formwork and shuttering including its removal after concrete curing | | | |
| 7.4.2 | Rough finish formwork | SQM | 163 | $0.00 |
| 7.4.3 | Fair finish formwork | SQM | 82 | $0.00 |
| 7.5 | Steel Reinforcement | | | |
| 7.5.1 | Supply and Fix Reinforcing Steel in Reinforced Concrete | | | |
| 7.5.2 | Mild steel bars | Kg | 10,469 | $0.00 |
| 7.5.3 | High yield stress steel bars | Kg | - 0 | $0.00 |
| 7.5.4 | Welded steel fabric | Kg | - 0 | $0.00 |
| 7.5.5 | Provide and install fixed and expandable bearings | Set | 3 | $0.00 |
| 7.6 | Concrete Works | | | |
| 7.6.1 | Provide Materials, Cast In-situ concrete to structures including curing in class | | | |
| 7.6.2 | Class 10 (1:4:8) | CUM | - 0 | $0.00 |
| 7.6.3 | Class 15/40 | CUM | 23 | $0.00 |
| 7.6.4 | Class 20/20 | CUM | - 0 | $0.00 |
| 7.6.5 | Class 25/20 | CUM | - 0 | $0.00 |
| 7.6.6 | Class 30/20 | CUM | 110 | $0.00 |
| 7.7 | Railing Aesthetic Treatments & Safety Works | | | |
| 7.7.1 | Fabrication and construction of Box culvert guardrails | | | |
| 7.7.2 | Provide 75mm gulvanised pipe for Box culvert guardrails as shown on the drawings and specifications | m | - 0 | $0.00 |
| 7.7.3 | Painting (3 Coats) to concrete surfaces of box Culvert guard rails, parapet & barriers using the epoxy paint and colours as specified by the engineer | LS | - 0 | $0.00 |
| | | | $0.00 |
| 7.8 | River Training Works | | | $0.00 |
| 7.8.1 | Provide all necessary equipment, and labour necessary for river training works as shown on the drawings or instructed by the engineer, in conditions of | | - 0 | $0.00 |
| 7.8.2 | Opening by removal of Vegetation & downstream tree logs in water way channel to a minimum of 25m on either side of water channel or as directed by the Engineer | LS | 1 | $0.00 |
| 7.8.3 | Excavation and sloping of land mass upstream/downstream of water channel | Cum | - 0 | $0.00 |
| 7.8.4 | Excavation & Installation of Gabion works upstream/downstream for river training | Cum | - 0 | $0.00 |
| Permanent Deposition of Clay Soil/Rock Mass in existing channel to divert flow of water to new design channel | Cum | - 0 | $0.00 |
| 7.9 | Demolition of Existing Structures | | | |
| 7.9.1 | Demolition and disposal of existing pipe structures (RCP & CMP) within vicinity of proposed Box Culvert Location | No | - 0 | $0.00 |
| 7.9.2 | Demolition and disposal of existing Log Bridge structures within vicinity of proposed Box Culvert Location | No | 1 | $0.00 |
| 7.10. | Maintenance Works to Existing Box Culverts | | | |
| 7.10.1 | Provide for the desilting of existing Box Culvert Water Way & Aprons | No | - 0 | $0.00 |
| 7.10.2 | Excavation of inlets and outlets at existing Box Culverts as instructed by the engineer | CUM | - 0 | $0.00 |
| 7.11 | Erosion Protection Works | | | |
| 7.11.1 | Provide Material and Construct Stone Pitching to specified thickness: | | | |
| 7.11.1.1 | Using Dry (Plain) Stone Pitching | SQM | - 0 | $0.00 |
| 7.11.1.2 | Using Grouted Stone Pitching | SQM | 100 | $0.00 |
| 7.11.2 | Provide Material and Construct Rip-Rap Protection to specified thickness | | | |
| 7.11.2.1 | Using Dry (Plain) Packed Stone | CUM | - 0 | $0.00 |
| 7.11.2.2 | Using Grouted Stone | CUM | 21 | $0.00 |
| 7.11.3 | Provide and Construct Stone Filled Gabion Works including the foundation preparation, as per standard drawings and specification | | | |
| 7.11.3.1 | In approved Gabion Box quality and specified dimensions | CUM | - 0 | $0.00 |
| 7.11.3.2 | In approved Reno Mattress quality and specified dimensions | CUM | - 0 | $0.00 |
| 7.12 | Landscaping and Grassing | | | |
| 7.12.1 | Trimming | SQM | - 0 | $0.00 |
| 7.12.2 | Establishing Vegetation: Planting and establishing grass from imported sources within country | SQM | - 0 | $0.00 |
| 7.12.3 | Establishing Vegetation: Planting and establishing grass using approved bush sods from site area | SQM | | |
| 7.13 | Finishing Works | | | |
| 7.13.1 | Provide all necessary equipment and labour to clean and dispose away from site, all construction debris in the vicinity of the finished box culvert structure | LS | 1 | $0.00 |
| 7.13.2 | Provide, spread and compact selected gravel backfill to Min 95% MDD on top of box culvert slab and approaches (both sides) to finished road profile. | CUM | 500 | $0.00 |
Sub Total for Box Culvert Structure $0.00
Bill 7b BR (Ch0+388)
| Item No | Description | Unit | Quantity | REV QTY | Rate (USD) | Amount (USD) |
| 7.0 | YEAH RIVER BRIDGE, GRAND BASSA COUNTY, | | | | | |
CH 0 + 388 -CH 0 + 412
| 7.1 | Construction of Temporary Works & Water Diversions | | | | |
| Construct temporary water diversions at Bridge locations on active water courses including their maintenance and removal by: | | | | |
| 7.1.1 | Excavation of diversion channels | CUM | 209 | 300 | $0.00 |
| 7.1.2 | Erection of temporary barriers | CUM | 209 | 80 | $0.00 |
| 7.1.3 | Construction and removal of temporary Log Bridge structures on detour roads | LS | 1 | 1 | $0.00 |
| 7.2 | Excavation of Foundations for Structures | | | | |
| 7.2.1 | In Common Soils to 1 - 5m depth | CUM | 442 | 350 | $0.00 |
| 7.2.2 | In Common Soils to 5 - 10m depth | CUM | | | $0.00 |
| 7.2.3 | In Rock Material lrrespective of Depth | CUM | | | $0.00 |
| 7.2.4 | Preparation of excavated surface to receive permanent works. | SQM | 250 | 250 | $0.00 |
| 7.2.5 | Disposal of surplus excavated material as directed by the Engineer | CUM | 236 | 236 | $0.00 |
| 7.2.6 | Disposal of excavated material; rock | CUM | | - 0 | $0.00 |
| 7.3 | Backfill to Structures | | | | |
| Provide Material, backfill in layers not exceeding 200mm, water and compact approved backfill to 95% MDD | | | | |
| 7.3.1 | Using Insitu Excavated Material | CUM | 103 | 75 | $0.00 |
| 7.3.2 | Using Approved Imported Material | CUM | 103 | 200 | $0.00 |
| 7.3.3 | Using imported single size pervious crushed stone backfill behind wing walls and stems including cast in place PVC weep holes as shown on drawings | CUM | 48 | 48 | $0.00 |
| 7.3.4 | Provide, place and. compact hardcore foundation layer in very soft spots (with low bearing capacity) as instructed by the engineer | CUM | 17 | 26 | $0.00 |
| 7.4 | Form Work and Shuttering | | | | |
| Provide Material, Place, Fix and Brace into position of concrete formwork and shuttering including its removal after concrete curing | | | | |
| 7.4.1 | Rough finish formwork | SQM | 116 | 100 | $0.00 |
| 7.4.2 | Fair finish formwork | SQM | 406 | 300 | $0.00 |
| 7.5 | Steel Reinforcement Works | | | | |
| Supply and Fix Reinforcing Steel in Reinforced Concrete | | | | |
| 7.5.1 | Mild steel bars | Kg | 26,738 | 20,000 | $0.00 |
| 7.5.2 | High yield stress steel bars | Kg | - 0 | - 0 | $0.00 |
| 7.5.3 | Welded steel fabric | Kg | - 0 | - 0 | $0.00 |
| 7.5.4 | Provide and install fixed and expandable bearings | Set | 8 | 8 | $0.00 |
| 7.6 | Concrete Works for Structures | | | | |
| Provide Materials, cast In-situ concrete to structures including curing in class | | | | |
| 7.6.1 | Class 10 (1:4:8) | CUM | 430 | 30 | $0.00 |
| 7.6.2 | Class 15/40 | CUM | - 0 | - 0 | $0.00 |
| 7.6.3 | Class 20/20 | CUM | - 0 | - 0 | $0.00 |
| 7.6.4 | Class 25/20 | CUM | - 0 | 60 | $0.00 |
| 7.6.5 | Class 30/20 | CUM | - 0 | 150 | $0.00 |
| 7.7 | Railing Aesthetic Treatments & Safety Works | | | | |
| Fabrication and construction of Bridge Guardrails | | | | |
| 7.7.1 | Provide 75 mm gulvanised pipe for Approch Slab of the Bridge Structure guardrails as shown on the drawings and specifications | m | 15 | 15 | $0.00 |
| 7.7.2 | Painting (3 Coats) to concrete surfaces of Bridge guard rails, parapet & barriers using the epoxy paint and colours as specified by the engineer | LS | 1 | 1 | $0.00 |
| 7.8 | River Training Works | | | | |
| Provide all necessary equipment, and labour necessary for river training works as shown on the drawings or instructed by the engineer, in conditions of | | | | |
| 7.8.1 | Opening by removal of Vegetation & downstream tree logs in water way channel to a minimum of 25m on either side of water channel or as directed by the Engineer | LS | 1 | 1 | $0.00 |
| 7.8.2 | Excavation and sloping of land mass upstream/downstream of water channel | Cum | | | |
| 7.8.3 | Excavation & Installation of Gabion works upstream/downstream for river training | Cum | 37 | 40 | $0.00 |
| 7.8.4 | Permanent Deposition of Clay Soil/Rock Mass in existing channel to divert flow of water to new design channel | Cum | | - 0 | $0.00 |
| | | | | $0.00 |
| 7.9 | Demolition of Existing Structures | | | | |
| 7.9.1 | Demolition and disposal of existing bridge structures (Billy Bridge ) at RMTC in Bassa County | No | 1 | 1 | $0.00 |
| 7.9.2 | Demolition and disposal of existing Log Bridge structures within vicinity of proposed Box bridgeLocation | No | - 0 | - 0 | $0.00 |
| 7.10 | Maintenance of Existing Structures | | | | |
| 7.10.1 | Provide for the desilting of existing Box bridgeWater Way & Aprons | No | | | |
| 7.10.2 | Excavation of inlets and outlets at existing Box Culverts as instructed by the engineer | CUM | 165 | 165 | $0.00 |
| 7.11 | Erosion Protection Works | | | | |
| 7.11.1 | Provide Material and Construct Stone Pitching to specified thickness: | | | | |
| 7.11.1.1 | Using Dry (Plain) Stone Pitching | SQM | | | |
| 7.11.1.2 | Using Grouted Stone Pitching | SQM | 38 | 80 | $0.00 |
| 7.11.2 | Provide Material and Construct Rip-Rap Protection to specified thickness | | | | |
| 7.11.2.1 | Using Dry (Plain) Packed Stone | CUM | | - 0 | $0.00 |
| 7.11.2.2 | Using Grouted Stone | CUM | | 30 | $0.00 |
| 7.11.3 | Provide and Construct Stone Filled Gabion Works including the foundation preparation, as per standard drawings and specification | | | | $0.00 |
| 7.11.3.1 | In approved Gabion Box quality and specified dimensions | CUM | | - 0 | $0.00 |
| 7.11.3.2 | In approved Reno Mattress quality and specified dimensions | CUM | | - 0 | $0.00 |
| 7.12 | Landscaping and Grassing | | | | |
| 7.12.1 | Trimming | SQM | | - 0 | $0.00 |
| 7.12.2 | Establishing Vegetation: Planting and establishing grass from imported sources within country | SQM | | - 0 | $0.00 |
| 7.12.3 | Establishing Vegetation: Planting and establishing grass using approved bush sods from site area | SQM | 90 | - 0 | $0.00 |
| 7.13 | Finishing Works | | | | |
| 7.13.1 | Provide all necessary equipment and labour to clean and dispose away from site, all construction debris in the vicinity of the finished bridge structure | LS | 1 | 1 | $0.00 |
| 7.13.2 | Provide, spread and compact selected gravel backfill to Min 95% MDD on top of bridge slab and approaches (both sides) to finished road profile. | CUM | 58 | 300 | $0.00 |
Sub Total for Reinforced Concrete Bridge Structure $0.00
Bill 8
| Item No | Description | Unit | Quantity | Rate (USD) | Amount (USD) |
| 8.0 | | | | | |
This Bill No. 8 has been left out intentionally
Sub Total for Miscellaneous Items
Bill 9
| Item No | Description | Unit | Unit Rate (US$) |
| 9.0 | Dayworks Activities (Include Overheads & Profit) | | |
| 9.1 | Unskilled Labour | Day | |
| 9.2 | Skilled Labour | Day | |
| 9.3 | Foreperson | Day | |
| 9.4 | Surveyor | Day | |
| 9.5 | Surveying Assistant | Day | |
| 9.6 | Civil Engineer | Day | |
| Supply of Materials to Site | |
| 9.7 | Cement in 50 Kg Bags | bags |
| 9.8 | Reinforcement steel | |
| 9.8.1 | Mild steel bars | Kg |
| 9.8.2 | High yield stress steel bars | Kg |
| 9.8.3 | Welded steel fabric | Kg |
| 9.9 | Crushed Stone Aggregate | CUM |
| 9.10 | Sand (Fine or Coarse) | CUM |
| 9.11 | Hard Wood Timber to quality specified by the engineer | |
| 9.11.1 | 12' x 1' | m |
| 9.11.2 | 12' x 2' | m |
| 9.11.3 | 4' x 2' | m |
| 9.11.4 | 4' x 6' | m |
| 9.11.5 | 2' x 2' | m |
| 9.12 | Plywood | |
| 9.13 | Diesel (Fuel) | Gal |
| 9.14 | Petrol (Gas) | Gal |
| Plant and Equipment (Dry) based on 8Hr Day | |
| 9.15 | Concrete mixer | Days |
| 9.16 | Concrete vibrator | Days |
| 9.17 | Power saw | Days |
| 9.18 | Water Pump | Days |
| 9.19 | Steel Wheel (Dead Weight) Roller | Days |
| 9.20 | Plate compactor | Days |
| 9.21 | Vibratory Pedestrian roller (1- 2 tonnes) roller | Days |
| 9.22 | Self propelled (5-8 tonnes) Vibratory roller | Days |
| 9.23 | 4WD Supervision Vehicle | Days |
| 9.24 | Grader (mInimum 135 Horse Power) | Days |
| 9.25 | Crawler Dozer with Ripper | |
| 9.25.1 | Cat D7 or Dozer with Equivalent 200 Horse Power | Days |
| 9.25.2 | Cat D6 or Dozer with Equivalent 120 Horse Power | Days |
| 9.26 | Crawler Hydraulic Excavator | |
| 9.26.1 | Hydraulic Excavator (Tracked) 10-20 t | Days |
| 9.26.2 | Hydraulic Excavator (Tracked) 20-30 t | Days |
| 9.27 | Wheel/Front End Loader (1.5 tonne bucket) | Days |
| 9.28 | JCB Wheel Loader/Back Hoe | Days |
| 9.29 | Water bowser | |
| 9.29.1 | 5000 Ltr | Days |
| 9.29.2 | 2000 Ltr | Days |
| 9.30 | Dump Truck | |
| 9.30.1 | 4 - 6 cu.m size | Days |
| 9.30.2 | 7 - 8 cu.m size | Days |
| 9.30.3 | 9 - 12 cu.m size | Days |
| 9.31 | Crane Mounted Truck (1.5 tonne) | Days |
Bill Summary
| Bill No | Bill Description | Amount (US$) |
| Summary of Bill Items | |
| 1.0 | Preliminary & General Items | $0.00 |
| 2.0 | Site Preparation and Clearing Works | $0.00 |
| 3.0 | Earthworks and Pavement Works | $0.00 |
| 4.0 | Drainage and Structures: Prefabricated Pipe Culvert Works | $0.00 |
| 5.0 | Miscellaneous Items (Pipe Culverts) | $0.00 |
| 6.0 | Drainage and Structures: Cast in Place U-Culvert Works | $0.00 |
| 7.0 | Box Culvert Structures | $0.00 |
| 8.0 | Bridge Works | $0.00 |
| 9.0 | Day Works Activities | |
Total Transfered to the Grand Summary Sheet $0.00
