Road Concept Designs and Standard Drawings Package 1 Mkushi District

Transcription

1 Road Development Agency Zambia Road Concept Designs and Standard Drawings Package 1 Mkushi District May 2018 Improved Rural Connectivity Project (P159330) Consulting Services for the Design and Preparation of Bidding Documents for a Countrywide Roll Out of the Output and Performance Based Road Contracts, OPRC Region III, Zambia RDA/CS/SSS/006/017 World Bank/Road Development Agency In Association with:

2 Contents District CONCEPT DESIGNS FOR THE FOLLOWING ROADS Road Code Length (km) Starting at Mkushi U Mpalasha (Jct. T2) Nshinso Mkushi U Mulungwe Nshinso Mkushi U Fiwila Mboloma Mkushi RD Masansa Fiwila Mkushi U Mkushi Musofu Mkushi RD Musofu Salingwa Mkushi D Mundawanga (Jct. T3) Salingwa Total Ending at Map 1: Road selection for Package 1 Mkushi District Source: Garmin Basecamp

3 Schedule of Standard Drawings Type No. Drawing Description OPRC/STD/01 Road Reserve Limits OPRC/STD/02 Standard Cross Section (Embankment high and low)) OPRC/STD/03 Standard Cross Section (Standard and Urban) OPRC/STD/04 Standard Single Cell Pipe Culvert OPRC/STD/05 Standard Double Cell Pipe Culvert OPRC/STD/06 Standard Triple Cell Pipe Culvert OPRC/STD/07 Inlet and Outlet Culvert Bedding Types OPRC/STD/08 Protection for Culvert Outlet & Inlet OPRC/STD/09 Drainage Details OPRC/STD/10 Ramp over Culvert OPRC/STD/11 Prefabricated Box Culvert Details OPRC/STD/12 In situ Box Culvert Details OPRC/STD/13 Standard In situ Box Culvert 1 OPRC/STD/14 Standard In situ Box Culvert 2 OPRC/STD/15 Standard Invert Drift OPRC/STD/16 Standard Pipe Vented Drift OPRC/STD/17 Standard Box Culvert Vented Drift OPRC/STD/18 Standard Single Span Concrete Bridge OPRC/STD/19 Standard 15m Span Concrete Bridge 1 OPRC/STD/20 Standard 15m Span Concrete Bridge 2 OPRC/STD/21 Bridge Barrier Details OPRC/STD/22 Stone Masonry Details OPRC/STD/23 Kilometer Marker Post Standard Details OPRC/STD/24 Guard Rail Details 1 OPRC/STD/25 Guard Rail Details 2 OPRC/STD/26 Standard Road Signs OPRC/STD/27 Road Sign Installation Details OPRC/STD/28 Road Deviation Details OPRC/STD/29 Project Signboard OPRC/STD/30 Bus Bay

4 in assiciation with Conceptual Design Mkushi District Road: U4 Mpalasha (42km from Mkushi Junction at T2) Nshinso (total 31.0 km) Contents I. Road Location Map II. III. IV. Road Main Features Photographic Impressions Road Inventory & Condition V. Road Improvement Plan VI. VII. Schedule of Structural Works Technical Data Project Office Kiran & Musonda Associates 20 Matandani Close, Rhodes Park PO Box Lusaka, Zambia Tel: Fax: Head Office IMC Worldwide Ltd London Road Redhill, Surrey RH1 1LG, United Kingdom Tel: +44 (0) Fax: +44 (0)

5 I. Road Location Map

6 Units 8 & 11, Innovation Centre I, Meson Street, Technopark, Stellenbosch, 7600, South Africa gps_mapper Tracks4Africa (c) 2007, 2008, 2009, 2010, 2011, 2012, 2013, 2014, 2015, 2016, km 3.5 km 7 km 10.5 km 14 km MN -4.9 TN 01-Jan-10

7 II. Road Main Features

8 Mkushi District U4 from Mpalasha (T2) Nshinso Village Main Inventory Data Main Improvement Data Starting Point: Mpalasha (along T2) Vegetation Control: : 12.0 km Medium: km Ending Point: Nshinso Village, connecting to gravel road Heavy: 19.0 km under OPRC (U5) Road Formation: reshaping: 8.0 km Total length under OPRC: 31.0 km Medium reshaping: 21.8 km Heavy reshaping: 1.0 km Socio Economic Data: Embankment earthworks: 2250 cum No. of villages: No. of schools: 5 5 Wearing Course No. of health centres: 1 Not required: km No. of local markets: 4 Thickness : 30.5 km No. of storage sheds: 1 Single Seal / Slurry: km Interlocking Bricks: 0.47 km Road Technical Data: Lowest Elevation: 1310 m Stabilization treatment: km Highest Elevation: 1527 m Total Rise/Fall: 217 m Structures: No. of major structures: 2 Stream crossings Maintenance & Repairs: 11 No. No. of minor structures: 11 Pipe culverts Length gravelled: 8.0 km No. of gravel sources identified: 1 No. No. of Dambo's & total length: 2 total 400 m Most existing small culverts need minor to medium repairs. New pipe culverts: 6 No. Current Road Condition: Riding comfort: Good: 1.0 km 0% Major structures: 2 No. : 16.0 km 52% : 14.0 km 45% At 2 locations, the existing small concrete bridge (box culvert) needs to be replaced with larger portal culverts. Roadshape & Drainage: Good: 1.0 km 3% Ancillary Works: : 27.0 km 87% Traffic signs: : 3.0 km 10% Bus stops: Storage Sheds: Market Stalles: Where required. At major villages. T.B.A. T.B.A.

9 III. Photographic Impressions

10 PHOTOGRAPHIC IMPRESSIONS OF U4 in MKUSHI DISTRICT Picture P-01: Mkushi District Date: 30/11/2017 Mpalasha (T2) - Nshinso Chainage Observations: At the starting point at the junction with T2, a marketing center has been established, where there is a requirement for a storage facility and market stalls. Picture P-02: Mkushi District Date: 30/11/2017 Mpalasha (T2) - Nshinso Chainage Observations: Graveled road section leading to the railway crossing. Picture P-03: Mkushi District Date: 30/11/2017 Mpalasha (T2) - Nshinso Chainage Observations: Existing gravel borrow pit at RHS of the road. Picture P-04: Mkushi District Date: 30/11/2017 Mpalasha (T2) - Nshinso Chainage Observations: Graded and shaped road section, but no gravel surfacing carried out. The section is damaged during wet conditions. Road Inventory and Visual Condition Survey of U4, Mkushi District Page 1

11 Picture P-05: Mkushi District Date: 30/11/2017 Mpalasha (T2) - Nshinso Chainage Observations: Marketing center. Picture P-06: Mkushi District Date: 30/11/2017 Mpalasha (T2) - Nshinso Chainage Observations: Drainage challenge at earth shaped road. Heavy bush clearing required. Picture P-07: Mkushi District Date: 30/11/2017 Mpalasha (T2) - Nshinso Chainage Observations: Existing 4m span concrete slab at dambo area. This structure needs replacement with portal culverts. Picture P-08: Mkushi District Date: 30/11/2017 Mpalasha (T2) - Nshinso Chainage Observations: Graded and shaped road section, but no gravel surfacing carried out. The section is damaged during wet conditions. Road Inventory and Visual Condition Survey of U4, Mkushi District Page 2

12 IV. Road Inventory & Condition

13 Road Inventory & Condition Schedule Province/District: Central, Mkushi Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 1 of 7 Description Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Mpalasha Village Marketing centre at T2-Jnc. Railway crossing Ntekete P.School LHS Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 01 P 02 DCP #1 DCP #2 DCP #3 P 03 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Flat Flat Flat Straight Straight Straight Curvy Straight Gr Sd/Fm Sd/Fm Sd/Fm Fm/Sd Fm/Sd 1 2 RHS DCP #4 Curvy 3 Road Width / Free Clearance (in meter) 6.2m 6.2m 6m 6m 6.1m 5.5m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Tarmac Gravel Earth Earth Earth Earth Remarks:

14 Road Inventory & Condition Schedule Province/District: Central, Mkushi Description Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 2 of Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Lwimba Village Nambo P.School, LHS Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 04 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM 4 DCP #5 Flat Flat Flat Flat Flat Curvy Curvy Curvy Straight Curvy Fm/Sd Clay Clay Fm/Sd Fm/Sd Fm/Sd DCP # Curvy Road Width / Free Clearance (in meter) 5.5m 5.2m 5.1m 5.2m 5.2m 5.1m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Earth Earth Gravel Earth Remarks:

15 Road Inventory & Condition Schedule Province/District: Central, Mkushi Description Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 3 of Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) MarketLHS Kandawo Combined School, RHS Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 05 P 06 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Flat Flat Flat Curvy Curvy Curvy Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd 8 DCP #7 Borehole - waterpoint RHS Straight Road Width / Free Clearance (in meter) 5.1m 5.1m 5.2m 5m 5m 5m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Earth Earth Earth Remarks:

16 Road Inventory & Condition Schedule Province/District: Central, Mkushi Description Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 4 of Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Village Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #8 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Rolling Flat Flat Flat Straight Straight Straight Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd 9,10 Curvy Road Width / Free Clearance (in meter) 5m 5.3m 5.6m 5.2m 5.6m 5.6m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Earth Earth gravel Remarks:

17 Road Inventory & Condition Schedule Province/District: Central, Mkushi Description Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 5 of Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Market Mankanda Mankanda P.School, RHS Jehovah Church Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 07 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Flat Flat Flat Curvy Curvy Curvy Straight Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd 11 Borehole - waterpoint RHS 12 Curvy Road Width / Free Clearance (in meter) 5.6m 5.2m 5.2m 5.4m 5.6m 5.2m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Gravel Gravel Earth Earth Gravel Remarks:

18 Road Inventory & Condition Schedule Province/District: Central, Mkushi Description Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 6 of Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Nshinso Technical Inventory Data Current Road Condition Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 08 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Remarks: Indicate L/R and Access Length in KM Unsuitable material (m) Rock outcrops, Stoniness (Area) Relief culverts missing Add culverts Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Rolling Flat Flat Rolling Curvy Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd 5.2m 5.2m 5.1m 5.1m 5.1m 5.1m Earth Earth Earth Gravel Gravel 13 Raise 1m Scourchecks required. Rolling Curvy

19 Road Inventory & Condition Schedule Province/District: Central, Mkushi Description Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 7 of Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Nshinso Rural Health Center Market Turn Off - U5 Nshinso P. School Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Straight Fm/Sd Borehole Road Width / Free Clearance (in meter) 5.1m 5.1m Riding Comfort (Good//) Good Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Good Gravel Remarks:

20 V. Road Improvement Plan

21 Road Improvement Plan Province/District: Central, Mkushi Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 1 of 7 Description Socio Econ. Technical Inventory Data Veritcal Profile Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 01 P 02 DCP #1 DCP #2 DCP #3 P 03 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Mpalasha Village Marketing centre at T2-Jnc. 1 Railway crossing Ntekete P.School LHS Flat Flat Flat Flat Flat Straight Straight Straight Curvy Straight Gr Sd/Fm Sd/Fm Sd/Fm Fm/Sd Fm/Sd 2 RHS DCP #4 Curvy 3 Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Medium Medium Medium Heavy Medium Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 1x900 1x900 Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks:

22 Road Improvement Plan Province/District: Central, Mkushi Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 2 of 7 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Lwimba Village Nambo P.School, LHS Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 04 DCP #5 DCP #6 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM 4 Flat Flat Flat Flat Flat Curvy Curvy Curvy Straight Curvy Fm/Sd Clay Clay Fm/Sd Fm/Sd Fm/Sd Curvy Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 1x900 1x900 1x900 Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks:

23 Road Improvement Plan Province/District: Central, Mkushi Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 3 of 7 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) MarketLHS Kandawo Combined School, RHS Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 05 P 06 DCP #7 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Flat Flat Flat Curvy Curvy Curvy Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd 8 Borehole - waterpoint RHS Straight Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Heavy Heavy Heavy Heavy Heavy Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Medium Medium Medium Medium Medium Estimated Fill height (m), or Quantity (cub.m) 0.5m Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 Box/Portal culvert: Size (m) 8 Plain/Vented Drift / Bridge: (m, No., Ø) Construction of dish drain Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks:

24 Road Improvement Plan Province/District: Central, Mkushi Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 4 of 7 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Village Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #8 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Rolling Flat Flat Flat Straight Straight Straight Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd 9,10 Curvy Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Heavy Heavy Heavy Heavy Heavy Medium Medium Medium Medium Medium Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 1x900 Box/Portal culvert: Size (m) 9,10 Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks:

25 Road Improvement Plan Province/District: Central, Mkushi Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 5 of 7 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Market Mankanda Mankanda P.School, RHS Jehovah Church Technical Inventory Data Rehabilitation Plan Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 07 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Isolated Problems & Defects: Improvement Standard Clearing (, Medium, Heavy) Removal of Unsuitable Material Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Indicate L/R and Access Length in KM Dambo (m) Full / / Spot Length (m) Flat Flat Flat Flat Flat Curvy Curvy Curvy Straight Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Borehole - waterpoint RHS Heavy Heavy Heavy Heavy Heavy Medium Medium Medium Estimated Fill height (m), or Quantity (cub.m) 0.5m Medium Medium Curvy Improvement Plan Climate Change measures Re alignment (Re )gravelling Length (m) Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 Box/Portal culvert: Size (m) 11 Replace with 2x2.4mx1.5m portal culverts Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Ref. 12 Road or Traffic Sign: Ref. No. Remarks: 12

26 Road Improvement Plan Province/District: Central, Mkushi Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 6 of 7 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Nshinso Technical Inventory Data Rehabilitation Plan Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 08 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Isolated Problems & Defects: Improvement Standard Clearing (, Medium, Heavy) Removal of Unsuitable Material Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Indicate L/R and Access Length in KM Dambo (m) Full / / Spot Length (m) Rolling Flat Flat Rolling Curvy Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Heavy Heavy Heavy Heavy Medium Medium Estimated Fill height (m), or Quantity (cub.m) 1.0m Medium 13 Rolling Curvy Improvement Plan Climate Change measures Re alignment (Re )gravelling Stabilizing / Sealing treatment Length (m) Thickness (cm) ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) Construct 2 additional culverts Box/Portal culvert: Size (m) Construct 3 additional culverts Replace with 3x2.4mx1.5m portal culverts Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Ref. 13 Road or Traffic Sign: Ref. No. Remarks: 13 Scourchecks required.

27 Road Improvement Plan Province/District: Central, Mkushi Road Number: U4 Road Name: Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: Page: 7 of 7 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Nshinso Rural Health Center Market Turn Off - U5 Nshinso P. School Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Straight Fm/Sd Borehole Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks: IPB

28 VI. Schedule of Structural Works

29 KIRAN & MUSONDA ASSOCIATES Ltd Consulting Engineers Schedule of Structural Works Province: Central Drawing No.: Page: 1 of 1 Road No. Location (Chainage) Type of Existing Structure Dimensions of Existing Structure Length (m) Name of River/Stream Area (Km 2 ) L (Km) H max (m) H min (m) H (m) T c (min) I (10yr) (mm/hr) C topo C soil C veg C total coeff. Q max (m 3 /s) V (m/s) Area Req. (m 2) Proposed Intervention U4-Mkushi Br Single span bridge 1 x 4.0m span 7.2 Mankanda ,434 1, Replace with 3 x 2.4m x 1.5m portal culverts U4-Mkushi Br Multi-span bridge 2 x 3.0m span 5.0 Chiso ,400 1, Replace with 3 x 2.4m x 1.5m portal culverts NOTES

30 KIRAN & MUSONDA ASSOCIATES Ltd Consulting Engineers No. Schedule of Structural Works Province / District: Central, Mkushi Road Name / No.: U4 Mpalasha (T2) Nshinso Length: 31.0 km Drawing No.: SS U4 Page: 1 of 1 Location (Chainage) Type of Structure (CP / AP / PC / BC / PDr / VDr / Br) Dimensions of Structure (No. of barrels/cells x Dia. or HxW) Length (m) Condition (VG / G / F / P / VP) Description of Defects Inlet Type Outlet Type PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Headwall at the outlet is broken Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Wing wall Wing wall M Replace with 1 x Ø 900mm Description of Works required ( M aintenance / Repair / R e-construction / N ew Construction) PC Existing Cross culvert 1 x Ø 600mm The structure is buried Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 600mm The structure is buried PC Existing Cross culvert 1 x Ø 600mm The structure is buried Replace with 1 x Ø 900mm Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Headwall is broken and outlet is blocked Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 600mm 8.2 P Headwall at the inlet is broken Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 600mm 8.2 P Headwalls at the inlet and outlet are broken Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 600mm The structure is buried Replace with 1 x Ø 900mm Br Existing small bridge 1 x 4.0m span 8.2 F Insufficient capacity Wing wall Wing wall M Replace with 2 x 2.4m x 1.5m portal culverts Br Existing small bridge 2 x 3.0m span 8.2 F Insufficient capacity Wing wall Wing wall M Replace with 3 x 2.4m x 1.5m portal culverts

31 VII. Technical Data Analysis of DCP s

32 Layer No. Penetration Rate (mm/blow) CBR (%) Thickness (mm) Depth to layer bottom (mm) U4 MKUSHI Test 1 Chainage Layer Layer Test 2 Chainage Layer Layer Test 3 Chainage Layer Layer Test 4 Chainage Layer Layer Test 5 Chainage Layer Layer Test 6 Chainage Layer Layer Test 7 Chainage Layer Layer Test 8 Chainage Layer Layer

33 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/1.75m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 85 Surface Moisture: Moderate Test Date: 17/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 1 of 8

34 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/1.75m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 85 Surface Moisture: Moderate Test Date: 17/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 2 of 8

35 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/1.75m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 100 Surface Moisture: Moderate Test Date: 17/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 3 of 8

36 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/1.75m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 100 Surface Moisture: Moderate Test Date: 17/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 4 of 8

37 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/1.75m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 91 Surface Moisture: Moderate Test Date: 17/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 5 of 8

38 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/1.75m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 100 Surface Moisture: Moderate Test Date: 17/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 6 of 8

39 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/1.75m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 90 Surface Moisture: Moderate Test Date: 17/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 7 of 8

40 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/1.75m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 100 Surface Moisture: Moderate Test Date: 17/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 8 of 8

41 in assiciation with Conceptual Design Mkushi District Road: U5 Mulungwe (at Junction with U6) to Nshinso (total 20.4 km) Contents I. Road Location Map II. III. IV. Road Main Features Photographic Impressions Road Inventory & Condition V. Road Improvement Plan VI. VII. Schedule of Structural Works Technical Data Project Office Kiran & Musonda Associates 20 Matandani Close, Rhodes Park PO Box Lusaka, Zambia Tel: Fax: Head Office IMC Worldwide Ltd London Road Redhill, Surrey RH1 1LG, United Kingdom Tel: +44 (0) Fax: +44 (0)

42 I. Road Location Map

43 Units 8 & 11, Innovation Centre I, Meson Street, Technopark, Stellenbosch, 7600, South Africa gps_mapper Tracks4Africa (c) 2007, 2008, 2009, 2010, 2011, 2012, 2013, 2014, 2015, 2016, km 3.5 km 7 km 10.5 km 14 km MN -4.9 TN 01-Jan-10

44 II. Road Main Features

45 Mkushi District U5, from Mulungwe at U6 to Nshinso, connecting with U4 Main Inventory Data Main Improvement Data Starting Point: Mulungwe (at Jct with U6) Vegetation Control: : 16.4 km Medium: km Ending Point: Nshinso (connecting to end of U4) Heavy: 4.0 km Road Formation: reshaping: 15.4 km Total length under OPRC: 20.4 km Medium reshaping: 5.0 km Heavy reshaping: km Socio Economic Data: Embankment earthworks: 250 cum No. of villages: No. of schools: 3 3 Wearing Course No. of health centres: 2 Not required: km No. of local markets: 3 Thickness : 20.3 km No. of storage sheds: 1 Single Seal / Slurry: km Interlocking Bricks: 0.15 km Road Technical Data: Lowest Elevation: 1272 m Stabilization treatment: nil km Highest Elevation: 1402 m Total Rise/Fall: 131 m Structures: No. of major structures: 2 Stream crossings Maintenance & Repairs: 23 No. No. of minor structures: 23 Pipe culverts Length gravelled: 9.4 km No. of gravel sources identified: 5 No. No. of Dambo's & total length: nil total nil m Desilting and minor repairs are required on most small structures. New pipe culverts: No. Current Road Condition: Riding comfort: Good: km 0% Major structures: 2 No. : 11.0 km 54% Two portal culverts were constructed a couple of years : 9.4 km 46% ago, and are in good condition. Minor repairs and erosion protection works are required. Roadshape & Drainage: Good: km 0% Ancillary Works: : 16.4 km 80% Traffic signs: Where required. : 4.0 km 20% Bus stops: Storage Sheds: Market Stalles: At major villages. T.B.A. T.B.A.

46 III. Photographic Impressions

47 PHOTOGRAPHIC IMPRESSIONS OF U5 in MKUSHI DISTRICT Picture P-01: Mkushi District Date: 13/12/2017 Mulungwe (U6) Nshinso Chainage Observations: Starting point of U5 going left, at junction with U6. Picture P-02: Mkushi District Date: 29/11/2017 Mulungwe (U6) Nshinso Chainage Observations: Road is in good to fair condition, as it was rehabilitated 2 years ago. Picture P-03: Mkushi District Date: 13/12/2017 Mulungwe (U6) Nshinso Chainage Observations: Katula marketing center. A candidate for the construction of market stalls and storage facility. Picture P-04: Mkushi District Date: 29/11/2017 Mulungwe (U6) Nshinso Chainage Observations: End point of U5 in Nshinso Road Inventory and Visual Condition Survey of U5, Mkushi District Page 1

48 IV. Road Inventory & Condition

49 Road Inventory & Condition Schedule Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 1 of 5 0 Description Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Mulungwe Clinic and School Market Jnc. with U6 Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 01 P 02 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Curvy DCP #10 Flat Curvy Curvy Curvy Curvy Cly Cly Cly Cly Cly RHS Flat Flat Flat RHS Road Width / Free Clearance (in meter) 6m 6m 6m 6m 6m 6m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Gravel Gravel Gravel Gravel Gravel Remarks: Borrow pit nearby

50 Road Inventory & Condition Schedule Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 2 of 5 Description Veritcal Profile Socio Economic Inventory Horizontal Profile Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Katula Katula MB School Market T-Jnc, RHS to Changulube Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #9 P 03 DCP #8 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Flat Curvy Curvy Curvy Curvy Curvy Cly Cly Cly Cly Cly # # Flat Flat LHS Road Width / Free Clearance (in meter) 6m 6m 6m 6m 6m 6m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Gravel Gravel Gravel Gravel Earth Remarks: Erosion in sidedrain towards structure

51 Road Inventory & Condition Schedule Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 3 of 5 Description Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #7 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Flat Curvy Curvy Curvy Curvy Curvy Cly Cly Cly Cly Cly Flat Flat Road Width / Free Clearance (in meter) 6m 6m 6m 6m 6m 6m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Earth Earth Earth Remarks:

52 Road Inventory & Condition Schedule Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 4 of 5 Description Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Nshinso Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #6 DCP #5 DCP #4 DCP #3 DCP #2 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM 17 Flat Flat Flat Flat Flat Curvy Curvy Curvy Curvy Curvy Cly Cly Cly Cly Cly R R 24 Road Width / Free Clearance (in meter) 6m 6m 6m 6m 6m 6m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Earth Earth Earth Remarks:

53 Road Inventory & Condition Schedule Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 5 of 5 Description Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Nshinso School, Clinic Market, Storage Shed T-Jnc with U4 Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #1 P 04 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Curvy Cly 25 Current Road Condition Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Remarks: 6m Gravel

54 V. Road Improvement Plan

55 Road Improvement Plan Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 1 of 5 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Mulungwe Clinic and School Market Jnc. with U6 Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 01 P 02 DCP #10 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Flat Flat Flat Curvy Curvy Curvy Curvy Curvy Cly Cly Cly Cly Cly RHS RHS Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Stabilizing / Sealing treatment Thickness (cm) ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 Box/Portal culvert: Size (m) 2 4 Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. 1 3 Remarks: 5 6 Borrow pit nearby

56 Road Improvement Plan Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 2 of 5 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Katula Katula MB School Market T-Jnc, RHS to Changulube Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #9 P 03 DCP #8 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Flat Flat Flat Curvy Curvy Curvy Curvy Curvy Cly Cly Cly Cly Cly # # LHS Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Re alignment Length (m) (Re )gravelling Thickness (cm) Improvement Plan Climate Change measures Stabilizing / Sealing treatment ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks: Erosion in sidedrain towards structure

57 Road Improvement Plan Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 3 of 5 Description Socio Econ. Data Veritcal Profile Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM DCP #7 Flat Flat Flat Flat Flat Curvy Curvy Curvy Curvy Curvy Cly Cly Cly Cly Cly Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Heavy Heavy Heavy Heavy Medium Medium Medium Medium Medium Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Stabilizing / Sealing treatment Thickness (cm) ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 Box/Portal culvert: Size (m) 13 Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. 12 Remarks:

58 Road Improvement Plan Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 4 of 5 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Nshinso Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #6 DCP #5 DCP #4 DCP #3 DCP #2 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM 17 Flat Flat Flat Flat Flat Curvy Curvy Curvy Curvy Curvy Cly Cly Cly Cly Cly R R Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Stabilizing / Sealing treatment Thickness (cm) ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 1x900 1x900 1x900 Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks:

59 Road Improvement Plan Province/District: Central, Mkushi Road Number: U5 Road Name: Mulungwe to Nshinso Length: 20.4 km Drawing No.: Page: 5 of 5 Description Socio Econ. Data Veritcal Profile Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Nshinso School, Clinic Market, Storage Shed T-Jnc with U4 Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #1 P 04 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Curvy Cly 25 Rehabilitation Plan Isolated Problems & Defects: Dambo (m) Improvement Standard Full / / Spot Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Improvement Plan Climate Change measures Re alignment (Re )gravelling Length (m) Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 Box/Portal culvert: Size (m) 25 Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks:

60 VI. Schedule of Structural Works

61 KIRAN & MUSONDA ASSOCIATES Ltd Consulting Engineers Schedule of Structural Works Province / District: Central, Mkushi Road Name / No.: Mulungwe Nshinso, (U5) Length: 20.4 Km Drawing No.: SS U5 Page: 1 of 1 No. Location (Chainage) Type of Structure (CP / AP / PC / BC / PDr / VDr / Br) Dimensions of Structure (No. of barrels/cells x Dia. or HxW) Length (m) Condition (VG / G / F / P / VP) Description of Defects Inlet Type Outlet Type PC Existing Cross culvert 1 x Ø 900mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 7.0 F Wing wall Wing wall M Description of Works required ( M aintenance / Repair / R e-construction / N ew Construction) Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 900mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 7.0 F Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 900mm 7.0 F Wing wall Wing wall M BC Existing Cross culvert 2 x 2.4m x 1.8m 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 1200mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 7.0 F Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 900mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 7.0 P Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 7.0 P Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 7.0 P Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 900mm 7.0 F Wing wall Wing wall M CP + PC 1 x 1.8m x 1.8m and Existing Cross culvert 3 x Ø 900mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 7.0 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 7.0 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 7.0 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 7.0 VP Wing wall Wing wall M Replace with 1 x Ø 900mm Replace with 1 x Ø 900mm Replace with 1 x Ø 900mm Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 900mm 7.0 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 7.0 VP Wing wall Wing wall M Replace with 1 x Ø 900mm

62 VII. Technical Data Analysis of DCP s

63 Layer No. Penetration Rate (mm/blow) CBR (%) Thickness (mm) Depth to layer bottom (mm) U5 MKUSHI Test 1 Chainage Layer Layer Test 2 Chainage Layer Layer Chainage Layer Layer Chainage Layer Layer Test 5 Chainage Layer Layer Test 6 Chainage Layer Layer Test 7 Chainage Layer Layer Test 8 Chainage Layer Layer Test 9 Chainage Layer Layer Test 10 Chainage Layer Layer

64 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 50 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 1 of 10

65 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 55 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 2 of 10

66 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 50 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 3 of 10

67 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 48 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 4 of 10

68 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 49 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 5 of 10

69 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 55 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 6 of 10

70 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 105 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 7 of 10

71 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 45 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 8 of 10

72 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 57 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 9 of 10

73 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U5 Mkushi Chainage (km): Surface Type: Unpaved Direction: Thickness (mm): 0 Location/Offset: Carriageway Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 51 Surface Moisture: Moderate Test Date: 29/11/2017 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 10 of 10

74 in assiciation with Conceptual Design Mkushi District Road: U6 Fiwila Mission - Mulungwe - Mboloma (total 82.8 km) Contents I. Road Location Map II. III. IV. Road Main Features Photographic Impressions Road Inventory & Condition V. Road Improvement Plan VI. VII. Schedule of Structural Works Technical Data Project Office Kiran & Musonda Associates 20 Matandani Close, Rhodes Park PO Box Lusaka, Zambia Tel: Fax: kma.lusaka@iconnect.zm Head Office IMC Worldwide Ltd London Road Redhill, Surrey RH1 1LG, United Kingdom Tel: +44 (0) Fax: +44 (0) nuria.biosca@imcworldwide.com

75 I. Road Location Map

76 Units 8 & 11, Innovation Centre I, Meson Street, Technopark, Stellenbosch, 7600, South Africa gps_mapper Tracks4Africa (c) 2007, 2008, 2009, 2010, 2011, 2012, 2013, 2014, 2015, 2016, km 3.5 km 7 km 10.5 km 14 km MN -5.0 TN 01-Jan-10

77 II. Road Main Features

78 Mkushi District U6, from Fiwila Mission via Mulungwe to Chief Mboloma Main Inventory Data Main Improvement Data Starting Point: Fiwila Mission, at end of RD208 Vegetation Control: : 82.8 km Medium: km Ending Point: Chief Mboloma Palace, at junction with road to Heavy: km Chingombe. (Access road to Palace included) Road Formation: reshaping: 60.0 km Total length under OPRC: 82.8 km Medium reshaping: 21.0 km Heavy reshaping: 1.8 km Socio Economic Data: Embankment earthworks: 2625 cum No. of villages: No. of schools: 5 5 Wearing Course No. of health centres: 3 Not required: km No. of local markets: 3 Thickness : 80.7 km No. of storage sheds: nil Single Seal / Slurry: 0.92 km Interlocking Bricks: 1.18 km Road Technical Data: Lowest Elevation: 545 m Stabilization treatment: nil km Highest Elevation: 1360 m Total Rise/Fall: 815 m Structures: No. of major structures: 1 Stream crossings Minor structures: 96 No. No. of minor structures: 96 Culverts Many minor structures need desilting, head and wing Length gravelled: 29.5 km 36% wall construction, and some need re installation. No. of gravel sources identified: 1 No. No. of Dambo's & total length: 9 total 1500 m New pipe culverts: No. Current Road Condition: Riding comfort: Good: km 0% Major structures: 1 No. : 41.0 km 50% Maswishi River crossing, just before Chief Mboloma : 41.8 km 50% Palace requires a 5 x 1.8m x 1.8m portal culvert, and embankment needs to be raised.. Roadshape & Drainage: Good: km 0% Ancillary Works: : 62.8 km 76% Traffic signs: Where required. : 20.0 km 24% Bus stops: Storage Sheds: Market Stalles: At major villages. T.B.A. T.B.A.

79 III. Photographic Impressions

80 PHOTOGRAPHIC IMPRESSIONS OF U6 in MKUSHI DISTRICT Picture P-01: Mkushi District Date: 28/11/2017 Fiwila Mission Mulungwe Chief Mboloma Chainage Observations: Starting point of the road at Fiwila Mission. Picture P-02: Mkushi District Date: 28/11/2017 Fiwila Mission Mulungwe Chief Mboloma Chainage Observations: Marketing center at Chibanga village. Picture P-03: Mkushi District Date: 28/11/2017 Fiwila Mission Mulungwe Chief Mboloma Chainage Observations: Typical condition of structures, constructed app. 3 years ago. Picture P-04: Mkushi District Date: 28/11/2017 Fiwila Mission Mulungwe Chief Mboloma Chainage Observations: Multi-line culvert structure in embankment crossing a dambo area. Road Inventory and Visual Condition Survey of U6, Mkushi District Page 1

81 Picture P-05: Mkushi District Date: 28/11/2017 Fiwila Mission Mulungwe Chief Mboloma Chainage Observations: Typical road condition at this section of the road, consisting of sandy soil without gravel surfacing. Picture P-06: Mkushi District Date: 28/11/2017 Fiwila Mission Mulungwe Chief Mboloma Chainage Observations: Typical road condition of this road section with natural occurring poor graded gravel. Picture P-07: Mkushi District Date: 28/11/2017 Fiwila Mission Mulungwe Chief Mboloma Chainage Observations: Mboloma Rural Health Centre. Picture P-08: Mkushi District Date: 13/12/2017 Fiwila Mission Mulungwe Chief Mboloma Chainage Observations: Stream crossing the road, just before Chief Mboloma Palace. Road Inventory and Visual Condition Survey of U6, Mkushi District Page 2

82 IV. Road Inventory & Condition

83 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 1 of 17 0 Description Veritcal Profile Socio Economic Inventory Horizontal Profile Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Fiwila Fiwila Mission School Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 01 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Hilly Straight DCP #1 Hilly DCP #2 Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd DCP #3 Straight Straight Straight Straight Hilly Hilly Hilly DCP # Road Width / Free Clearance (in meter) 4.5m 5.5m 5.8m 8.8m 6.2m 6.8m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Gravel Gravel Gravel Gravel Gravel Remarks:

84 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 2 of 17 Description Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #5 DCP #6 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Straight Hilly Hilly Hilly flat Flat Flat Winding winding Straight Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Borehole/waterpoint - LHS Current Road Condition Road Width / Free Clearance (in meter) 6.8m Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) 200m Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Remarks: 6.6m 6.6m 7.2m 7.4m 7.8m Gravel Gravel Gravel Gravel Gravel

85 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 3 of 17 Description Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Chibanga PS, RHS DCP# 14 Market Chibanga Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 02 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Straight Flat Flat Straight Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Flat flat Borehole/waterpoint - RHS 30 Rolling Current Road Condition Road Width / Free Clearance (in meter) 7.8m 7.8m 7.2m 7.8m 7.2m 7.2m Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Gravel Gravel Gravel Gravel Gravel Isolated Problems & Defects: Dambo (m) 250m Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Remarks:

86 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 4 of 17 Description Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Technical Inventory Data Horizontal Profile Current Road Condition Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 03 P 04 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) 200m 200m Remarks: Indicate L/R and Access Length in KM Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) 7.2m Rolling Straight Borehole/waterpoint - LHS Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd m Scouring at steep approaches 7.1m DCP #8 Rolling Rolling Rolling Rolling Straight Straight Straight Straight 7.1m 7.4m 7.4m Gravel Gravel Gravel Gravel Gravel

87 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 5 of 17 Description Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #9 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM LHS Rolling Rolling Rolling Rolling Rolling Straight Straight Straight Straight Curvey Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Borehole /waterpoint - RHS Straight 42 Road Width / Free Clearance (in meter) 7.0m 5.7m 6.2m 6.1m 5.5m 5.2m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Gravel Gravel Gravel Gravel Gravel Earth Remarks:

88 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 6 of 17 Description Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Primary School, LHS Mulungwe Health Post - RHS Market - RHS L-Fm/Sd Shamibanga Comm. School, RHS Turn off U5, LHS Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #10 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Rolling Rolling Rolling Flat Flat Straight Straight Straight Curvy Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Borehole - LHS Road Width / Free Clearance (in meter) 5.2m 4.8m 4.6m 4.5m 5.2m 4.8m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Earth Earth Earth Remarks:

89 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 7 of 17 Description Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 05 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Curvy Borehole, waterpoint - LHS DCP #11 Rolling Rolling Rolling Rolling Flat Curvy Curvey Curvey Straight Curvey Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Curvey Current Road Condition Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Remarks: 4.8m 5.2m 5.2m 4.8m 6.2m 6.7m Earth Earth Earth Earth Gravel Earth

90 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 8 of 17 Description Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #12 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Flat Rolling Rolling Flat Rolling Winding Winding Curvy Curvy Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Road Width / Free Clearance (in meter) 6.7m 4.2m 4.5m 4.9m 4.5m 5.2m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Earth Earth Earth Remarks:

91 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 9 of 17 Description Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Horizontal Profile Technical Inventory Data Current Road Condition Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 06 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) 200m 100m Steep gradient (m) Remarks: Indicate L/R and Access Length in KM Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) 5.2m Flat Curvy 5m 6.2m 6.2m 6.2m 5.9m Raise embankment 52 DCP #44 Curvy Curvy Winding Winding Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Rolling Curvy Rolling Earth Earth Earth Earth Earth Rolling Rolling 53

92 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 10 of 17 Description Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #14 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Rolling Rolling Hilly Hilly Hilly Winding Straight Curvy Curvy Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Road Width / Free Clearance (in meter) 5.9m 5.9m 4.8m 4.8m 4.8m 4.5m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Earth Earth Earth Remarks:

93 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 11 of 17 Description Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM DCP #15 Hilly Hilly Rolling Rolling Rolling Rolling Curvy Curvy Curvy Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd 66 67, Road Width / Free Clearance (in meter) 4.8m 4.5m 4.6m 4.5m 5.2m 5.1m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Earth Earth Earth Remarks:

94 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 12 of 17 Description Veritcal Profile Horizontal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM DCP #16 Rolling Flat Rolling Rolling Rolling Flat Rolling Curvy Curvy Curvy Curvy Straight Winding Winding Fm/Sd Fm/Sd Gr Fm/Sd Fm/Sd Fm/Sd Current Road Condition Road Width / Free Clearance (in meter) 5.1m 5.2m 5.2m 5.1m 5.2m 5.2m Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Earth Earth Gravel Earth Earth Earth Isolated Problems & Defects: Dambo (m) 50m Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Remarks:

95 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 13 of 17 Description Veritcal Profile Socio Economic Inventory Horizontal Profile Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #17 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Rolling Rolling Rolling Rolling winding Winding winding Fm/Sd Fm/Sd Gr Gr Gr winding winding Gr 76 Road Width / Free Clearance (in meter) 5.2m 5.5m 4.3m 4.3m 4.3m 4.3m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) 100m Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Earth Gravel Gravel Gravel Remarks:

96 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 14 of 17 Description Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Technical Inventory Data Current Road Condition Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Remarks: Indicate L/R and Access Length in KM Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) DCP #18 Hilly Hilly Rolling Rolling Rolling Curvy Curvy Curvy Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd m 4.3m 4.3m 4.3m 4.3m Earth Earth Earth Earth Earth

97 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 15 of 17 Description Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #19 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Curvy Fm/Sd Rolling Rolling Rolling Curvy Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Rolling Curvy Fm/Sd Current Road Condition Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Remarks: 5.2m 4.3m 4.3m 4.3m 4.3m Earth Earth Earth Earth Earth

98 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 16 of 17 Description Horizontal Profile Veritcal Profile Socio Economic Inventory Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Chipande Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Curvy Fm/Sd Rolling Rolling Curvy Curvy Fm/Sd Fm/Sd Flat Straight Fm/Sd Flat Curvy Fm/Sd Current Road Condition Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Remarks: 5.0m 4.3m 5.2m 4.3m 5.0m Earth Earth Earth Earth Earth

99 Road Inventory and Condition Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 17 of 17 Description Current Road Condition Technical Inventory Data Veritcal Profile Socio Economic Inventory Horizontal Profile Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) RHC Basic School Chief Mboloma Palace Marketing center Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 07 P 08 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) T Jnc., RHS to Ching'ombe Isolated Problems & Defects: Dambo (m) 200m Steep gradient (m) Remarks: Indicate L/R and Access Length in KM Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Mboloma Flat Flat Flat Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd m 5.0m 4.5m Earth Earth Earth

100 V. Road Improvement Plan

101 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 1 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Fiwila Fiwila Mission School Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 01 DCP #1 DCP #2 DCP #3 DCP #4 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): VD VD Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Hilly Straight Hilly Hilly Straight Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Hilly Hilly Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Medium Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 1x900 1x900 1x900 1x900 1x900 Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks: 13

102 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 2 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #5 DCP #6 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): VD VD VD Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Straight Hilly Winding Hilly Hilly Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd flat winding Straight Straight Straight Straight Flat Flat Borehole/waterpoint - LHS Isolated Problems & Defects: Dambo (m) 200m Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) 0.5m Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 Box/Portal culvert: Size (m) 14 Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks:

103 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 3 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Chibanga PS, RHS DCP# 14 Market Chibanga Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 02 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Straight Flat Flat Flat flat Rolling Straight Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Borehole/waterpoint - RHS 30 Isolated Problems & Defects: Dambo (m) 250m Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) 0.5m Improvement Plan Climate Change measures Re alignment (Re )gravelling Stabilizing / Sealing treatment Length (m) Thickness (cm) ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks: IPB 30

104 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 4 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 03 P 04 DCP #8 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Straight Borehole/waterpoint - LHS Rolling Rolling Rolling Rolling Straight Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Isolated Problems & Defects: Dambo (m) 200m 200m Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) 0.5m 0.5m Re alignment Length (m) (Re )gravelling Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB Improvement Plan Climate Change measures Concrete Pipe Culvert: (Ø, barrels) Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks: Scouring at steep approaches

105 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 5 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #9 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM LHS Rolling Rolling Rolling Rolling Rolling Straight Straight Straight Straight Curvey Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Borehole /waterpoint - RHS Straight 42 Isolated Problems & Defects: Dambo (m) Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Stabilizing / Sealing treatment Concrete Pipe Culvert: Box/Portal culvert: Thickness (cm) ST / SSS / IPB (Ø, barrels) Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks:

106 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 6 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Primary School, LHS Mulungwe Health Post - RHS Market - RHS L-Fm/Sd Shamibanga Comm. School, RHS Turn off U5, LHS Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #10 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Rolling Rolling Rolling Flat Flat Straight Straight Straight Curvy Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Borehole - LHS Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Thickness (cm) Stabilizing / Sealing treatment ST / SSS / IPB IPB Concrete Pipe Culvert: (Ø, barrels) 1x900 Box/Portal culvert: Size (m) 44 Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. 43 Remarks: 45 46

107 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 7 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 05 DCP #11 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Curvy Rolling Rolling Rolling Rolling Flat Curvy Curvey Curvey Straight Curvey Curvey Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Borehole, waterpoint - LHS Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Re alignment Length (m) (Re )gravelling Thickness (cm) Improvement Plan Climate Change measures Stabilizing / Sealing treatment ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks:

108 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 8 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM DCP #12 Rolling Flat Rolling Rolling Flat Rolling Winding Winding Curvy Curvy Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Isolated Problems & Defects: Improvement Standard Dambo (m) Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Medium Medium Medium Medium Re alignment Length (m) (Re )gravelling Thickness (cm) Improvement Plan Climate Change measures Stabilizing / Sealing treatment ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) Box/Portal culvert: Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: (No.) Lined Drain: (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks:

109 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 9 of 17 Description Veritcal Profile Socio Econ. Data Technical Inventory Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 06 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Curvy Rolling Curvy Rolling 52 DCP #44 Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Rolling Rolling Curvy Curvy Winding Winding 53 Rehabilitation Plan Improvement Plan Climate Change measures Isolated Problems & Defects: Dambo (m) 200m 100m Improvement Standard Clearing (, Medium, Heavy) Removal of Unsuitable Material Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Re alignment (Re )gravelling Full / / Spot Length (m) Estimated Fill height (m), or Quantity (cub.m) Stabilizing / Sealing treatment Concrete Pipe Culvert: Box/Portal culvert: Length (m) Thickness (cm) ST / SSS / IPB (Ø, barrels) Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks: Medium 0.5m 0.5m Raise embankment 52 Medium 53

110 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 10 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #14 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Rolling Rolling Hilly Hilly Hilly Winding Straight Curvy Curvy Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Isolated Problems & Defects: Dambo (m) Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Improvement Plan Climate Change measures Re alignment (Re )gravelling Stabilizing / Sealing treatment Concrete Pipe Culvert: Box/Portal culvert: Length (m) Thickness (cm) ST / SSS / IPB (Ø, barrels) Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks:

111 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 11 of 17 Description Veritcal Profile Socio Econ. Data Technical Inventory Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM DCP #15 Hilly Hilly Rolling Rolling Rolling Rolling Curvy Curvy Curvy Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd 66 67, Isolated Problems & Defects: Dambo (m) Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Medium Medium Heavy Improvement Plan Climate Change measures Re alignment (Re )gravelling Stabilizing / Sealing treatment Concrete Pipe Culvert: Box/Portal culvert: Length (m) Thickness (cm) ST / SSS / IPB (Ø, barrels) Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks: ,

112 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 12 of 17 Description Veritcal Profile Socio Econ. Data Technical Inventory Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM DCP #16 Rolling Flat Rolling Rolling Rolling Flat Rolling Curvy Curvy Curvy Curvy Straight Winding Winding Fm/Sd Fm/Sd Gr Fm/Sd Fm/Sd Fm/Sd Isolated Problems & Defects: Dambo (m) 50m Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) 0.5m Medium Medium Medium Medium Improvement Plan Climate Change measures Re alignment (Re )gravelling Stabilizing / Sealing treatment Concrete Pipe Culvert: Box/Portal culvert: Length (m) Thickness (cm) ST / SSS / IPB (Ø, barrels) Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks:

113 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 13 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #17 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Rolling Rolling Rolling Rolling winding Winding winding Fm/Sd Fm/Sd Gr Gr Gr winding winding Gr 76 Isolated Problems & Defects: Dambo (m) 100m Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Medium Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Stabilizing / Sealing treatment Concrete Pipe Culvert: Box/Portal culvert: Thickness (cm) ST / SSS / IPB (Ø, barrels) Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks:

114 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 14 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #18 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Hilly Hilly Rolling Rolling Rolling Curvy Curvy Curvy Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Isolated Problems & Defects: Dambo (m) Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Medium Medium Medium Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Stabilizing / Sealing treatment Concrete Pipe Culvert: Box/Portal culvert: Thickness (cm) ST / SSS / IPB (Ø, barrels) Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks:

115 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 15 of 17 Description Rehabilitation Plan Technical Inventory Data Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Isolated Problems & Defects: Improvement Standard Clearing (, Medium, Heavy) Removal of Unsuitable Material Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Indicate L/R and Access Length in KM Dambo (m) Full / / Spot Length (m) Estimated Fill height (m), or Quantity (cub.m) Rolling Curvy Fm/Sd Rolling Curvy Fm/Sd Rolling Curvy Fm/Sd Rolling Curvy Fm/Sd Medium 86 Rolling Curvy Fm/Sd Medium DCP #19 Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Stabilizing / Sealing treatment Concrete Pipe Culvert: Box/Portal culvert: Thickness (cm) ST / SSS / IPB (Ø, barrels) Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks:

116 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 16 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Chipande Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Rolling Curvy Fm/Sd Rolling Rolling Curvy Curvy Fm/Sd Fm/Sd Flat Straight Fm/Sd Flat Curvy Fm/Sd Isolated Problems & Defects: Dambo (m) Improvement Standard Full / / Spot Rehabilitation Plan Clearing (, Medium, Heavy) Removal of Unsuitable Material Length (m) Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Estimated Fill height (m), or Quantity (cub.m) Medium Medium Re alignment Length (m) Improvement Plan Climate Change measures (Re )gravelling Stabilizing / Sealing treatment Concrete Pipe Culvert: Box/Portal culvert: Thickness (cm) ST / SSS / IPB (Ø, barrels) Size (m) Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No Remarks:

117 Road Improvement Plan Province/District: Central, Mkushi Road Number: U6 Road Name: Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: Page: 17 of 17 Description Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Mboloma RHC Basic School Chief Mboloma Palace Marketing center T Jnc., RHS to Ching'ombe Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) P 07 P 08 Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Flat Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Rehabilitation Plan Improvement Plan Climate Change measures Isolated Problems & Defects: Dambo (m) 200m Improvement Standard Clearing (, Medium, Heavy) Removal of Unsuitable Material Removal of Rock Outcrops (Re )shaping (, Medium, Heavy) Borrow to Fill Re alignment (Re )gravelling Full / / Spot Length (m) Estimated Fill height (m), or Quantity (cub.m) Stabilizing / Sealing treatment Length (m) Thickness (cm) ST / SSS / IPB Concrete Pipe Culvert: (Ø, barrels) Box/Portal culvert: Size (m) Construct 5 x 1.8m x 1.8m portal culvert. Plain/Vented Drift / Bridge: (m, No., Ø) Scour checks: Lined Drain: (No.) (L/R) Repair Existing Structure: Ref. No. Road or Traffic Sign: Ref. No. Remarks: IPB Heavy 0.5m 97

118 VI. Schedule of Structural Works

119 KIRAN & MUSONDA ASSOCIATES Ltd Consulting Engineers Schedule of Structural Works Province: Central Drawing No.: Page: 1 of 1 Road No. Location (Chainage) Type of Existing Structure Dimensions of Existing Structure Length (m) Name of River/Stream Area (Km 2 ) L (Km) H max (m) H min (m) H (m) T c (min) I (10yr) (mm/hr) C topo C soil C veg C total coeff. U6-Mkushi PC Portal culverts 4 x 1.8m x 1.8m 4.8 Muswishi , Q max (m 3 /s) V (m/s) Area Req. (m 2) Proposed Intervention 5 x 1.8m x 1.8m prefabricated portal cuverts in addition to existing. NOTES

120 KIRAN & MUSONDA ASSOCIATES Ltd Consulting Engineers Schedule of Structural Works Province / District: Central, Mkushi Road Name / No.: U6 Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: SS/U6 4 pages No. Location (Chainage) Type of Structure (CP / AP / PC / BC / PDr / VDr / Br) Dimensions of Structure (No. of barrels/cells x Dia. or HxW) Length (m) Condition (VG / G / F / P / VP) Description of Defects Inlet Type Outlet Type Description of Works required ( M aintenance / Repair / R e-construction / N ew Construction) AP Existing Cross culvert 1 x 900mm PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Wing wall Wing wall M Replace with 1 x Ø 900mm AP Existing Cross culvert 1 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Wing wall Wing wall M Replace with 1 x Ø 900mm AP Existing VD 9.1m with 4 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 8.2 VP The outlet is compeletly blocked Wing wall Wing wall M Replace with 1 x Ø 900mm AP Existing VD 6.8m with 3 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Wing wall Wing wall M Replace with 1 x Ø 900mm AP Existing Cross culvert 1 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 8.2 VP Wing wall Wing wall M Replace with 1 x Ø 900mm AP Existing Cross culvert 2 x Ø 900mm 8.2 VP The inlet and outlet are blocked Wing wall Wing wall M AP Existing Cross culvert 1 x Ø 900mm 8.2 VP The outlet is blocked Wing wall Wing wall M AP Existing VD 6.8m with 3 x Ø 900mm 8.2 VP Wing wall Wing wall M AP Existing Cross culvert 6.8m with 1 x Ø 900mm 8.2 VP The outlet is blocked Wing wall Wing wall M AP Existing Cross culvert 1 x Ø 900mm 8.2 VP Wing wall Wing wall M AP Existing VD 6.8m with 3 x Ø 900mm 8.2 VP Wing wall Wing wall M AP Existing VD 6.8m with 3 x Ø 900mm 8.2 VP The outlet is blocked Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 900mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 600mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 600mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 600mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 600mm 8.2 VP Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 8.2 F Wing wall Wing wall M Replace with 1 x Ø 900mm

121 KIRAN & MUSONDA ASSOCIATES Ltd Consulting Engineers Schedule of Structural Works Province / District: Central, Mkushi Road Name / No.: U6 Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: SS/U6 4 pages No. Location (Chainage) Type of Structure (CP / AP / PC / BC / PDr / VDr / Br) Dimensions of Structure (No. of barrels/cells x Dia. or HxW) 2 x Ø 2400mm x 1830mm PHOTO # Length (m) Condition (VG / G / F / P / VP) Description of Defects Inlet Type Outlet Type BC Existing Cross culvert 8.2 VP Wing wall Wing wall M Description of Works required ( M aintenance / Repair / R e-construction / N ew Construction) PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M AP Existing Cross culvert 19.5m with 3 x Ø 900mm and 6 x Ø 1200mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M AP Existing Cross culvert 5.8m with 1 x 1200mm and 1 x 1600mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm 8.2 F Wing wall Wing wall M Replace with 1 x Ø 900mm PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F The wingwalls are brocked at the inlet Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M BC & PC 2 x 1.5m x 1.5m and 1 x Ø Existing Cross culvert 1200mm 8.2 F PHOTO # Wing wall Wing wall M

122 KIRAN & MUSONDA ASSOCIATES Ltd Consulting Engineers Schedule of Structural Works Province / District: Central, Mkushi Road Name / No.: U6 Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: SS/U6 4 pages No. Location (Chainage) Type of Structure (CP / AP / PC / BC / PDr / VDr / Br) Dimensions of Structure (No. of barrels/cells x Dia. or HxW) Length (m) Condition (VG / G / F / P / VP) Description of Defects Inlet Type Outlet Type PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M Description of Works required ( M aintenance / Repair / R e-construction / N ew Construction) PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 1.2mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F The outlet is blocked Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M VD Existing Cross culvert 4.5m with 3 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 2 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F The headwall at the outlet is broken Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm x 1000mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm x 1000mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 1200mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 900mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x Ø 600mm x 4000mm 8.2 F Wing wall Wing wall M VD Existing Cross culvert 3 x Ø 900mm 4800mm 8.2 F Wing wall Wing wall M BC Existing Cross culvert 1 x 2400mm x 1800mm 8.2 F Wing wall Wing wall M BC Existing Cross culvert 1 x 2400mm x 1800mm 8.2 F Wing wall Wing wall M BC Existing Cross culvert 1 x Ø 600mm x 300mm 8.2 F The headwall at the outlet is broken Wing wall Wing wall M BC Existing Cross culvert 1 x Ø 600mm x 450mm 8.2 F Wing wall Wing wall M BC Existing Cross culvert 1 x Ø 600mm x 450mm 8.2 F Wing wall Wing wall M BC Existing Cross culvert 1 x Ø 600mm x 450mm 8.2 F Wing wall Wing wall M BC Existing Cross culvert 1 x Ø 600mm x 450mm 8.2 F Wing wall Wing wall M BC Existing Cross culvert 1 x Ø 600mm x 450mm 8.2 F Wing wall Wing wall M BC Existing Cross culvert 1 x Ø 600mm x 450mm 8.2 F The outlet is blocked Wing wall Wing wall M

123 KIRAN & MUSONDA ASSOCIATES Ltd Consulting Engineers Schedule of Structural Works Province / District: Central, Mkushi Road Name / No.: U6 Fiwila Mission Mulungwe Mboloma Length: 82.8 km Drawing No.: SS/U6 4 pages No. Location (Chainage) Type of Structure (CP / AP / PC / BC / PDr / VDr / Br) Dimensions of Structure (No. of barrels/cells x Dia. or HxW) Length (m) Condition (VG / G / F / P / VP) Description of Defects Inlet Type Outlet Type BC Existing Cross culvert 1 x Ø 600mm x 500mm 8.2 F Wing wall Wing wall M Description of Works required ( M aintenance / Repair / R e-construction / N ew Construction) BC Existing Cross culvert 1 x Ø 600mm x 500mm 8.2 F Wing wall Wing wall M BC Existing Cross culvert 1 x Ø 600mm x 450mm 8.2 F Wing wall Wing wall M PC Existing Cross culvert 1 x 2.4m x 1.8m 8.2 F Wing wall Wing wall M AP Existing Cross culvert 1 x Ø 1200mm 8.2 F The headwall at the outlet is broken Wing wall Wing wall M Water crossing the embankment section through dambo. N 5 x 1.8m x 1.8m prefabricated portal cuverts PC Existing Cross culvert 4 x 1.8m x 1.8m 8.2 F Head wall Head wall M

124 VII. Technical Data Analysis of DCP s

125 Layer No. Penetration Rate (mm/blow) CBR (%) Thickness (mm) Depth to layer bottom (mm) U6 MKUSHI Test 1 Chainage Layer Layer Test 2 Chainage Layer Layer Test 3 Chainage Layer Layer Test 4 Chainage Layer Layer Test 5 Chainage Layer Layer Test 6 Chainage Layer Layer Test 7 Chainage Layer Layer Test 8 Chainage Layer Layer Test 9 Chainage Layer Layer Test 10 Chainage Layer Layer Test 11 Chainage Layer Layer Test 12 Chainage Layer Layer Test 13 Chainage Layer Layer Test 14 Chainage Layer Layer Test 15 Chainage

126 No. Penetration Rate (mm/blow) CBR (%) Thickness (mm) Depth to layer bottom (mm) U6 MKUSHI Layer Layer Test 16 Chainage Layer Layer Test 17 Chainage Layer Layer Test 18 Chainage Layer Layer Test 19 Chainage Layer Layer Test 20 Chainage Layer Layer

127 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 90 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 1 of 20

128 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 87 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 2 of 20

129 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 105 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 3 of 20

130 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 82 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 4 of 20

131 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 90 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 5 of 20

132 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 96 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 6 of 20

133 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 84 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 7 of 20

134 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 90 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 8 of 20

135 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 91 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 9 of 20

136 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 90 Surface Moisture: Moderate Test Date: 14/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 10 of 20

137 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 92 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 11 of 20

138 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 88 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 12 of 20

139 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 83 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 13 of 20

140 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 94 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 14 of 20

141 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/2.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 90 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 15 of 20

142 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 103 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 16 of 20

143 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/2.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 93 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 17 of 20

144 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 113 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 18 of 20

145 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 92 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 19 of 20

146 UK DCP V3.1 DCP Layer Strength Analysis Report Project Name: U Mkushi Chainage (km): Surface Type: Unpaved Direction: EAST Thickness (mm): 0 Location/Offset: Carriageway/3.00m Base Type: Cone Angle: 60 degrees Thickness (mm): Zero Error (mm): 92 Surface Moisture: Moderate Test Date: 15/03/2016 Moisture adjustment factor: Not adjusted Layer Boundaries Chart CBR Chart Layer Properties No. Penetration Rate CBR (%) Thickness (mm) Depth to layer bottom (mm/blow) (mm) CBR Relationship: TRL equation: log 10 (CBR) = x log 10 (Strength) Report produced by... Report Date: 25-Jan-2018 Page 20 of 20

147 in assiciation with Conceptual Design Mkushi District Road: RD208 Masansa (Picadilly Circus) to Fiwila Mission (total 27.1 km) Contents I. Road Location Map II. III. IV. Road Main Features Photographic Impressions Road Inventory & Condition V. Road Improvement Plan VI. VII. Schedule of Structural Works Technical Data Project Office Kiran & Musonda Associates 20 Matandani Close, Rhodes Park PO Box Lusaka, Zambia Tel: Fax: Head Office IMC Worldwide Ltd London Road Redhill, Surrey RH1 1LG, United Kingdom Tel: +44 (0) Fax: +44 (0)

148 I. Road Location Map

149 Units 8 & 11, Innovation Centre I, Meson Street, Technopark, Stellenbosch, 7600, South Africa gps_mapper Tracks4Africa (c) 2007, 2008, 2009, 2010, 2011, 2012, 2013, 2014, 2015, 2016, km 3.5 km 7 km 10.5 km 14 km MN -4.9 TN 01-Jan-10

150 II. Road Main Features

151 Mkushi District RD208 from Masansa to Fiwila Main Inventory Data Main Improvement Data Starting Point: Masansa, in town center at junction with D207, Vegetation Control: which is being upgraded to Tarmac standard. : 27.1 km Medium: km Ending Point: Fiwila Mission School, connection to U6, which Heavy: km is indicated on maps as the start of RD492. Road Formation: reshaping: 12.1 km Total length under OPRC: 27.1 km Medium reshaping: 15.0 km Heavy reshaping: km Socio Economic Data: Embankment earthworks: 3000 cum No. of villages: No. of schools: 4 4 Wearing Course No. of health centres: 2 Not required: km No. of local markets: 4 Thickness : 25.6 km No. of storage sheds: 1 Single Seal / Slurry: km Interlocking Bricks: 1.50 km Road Technical Data: Lowest Elevation: 1218 m Stabilization treatment: nil km Highest Elevation: 1314 m Total Rise/Fall: 96 m Structures: No. of major structures: 2 Stream crossings Minor structures: 44 No. No. of minor structures: 44 Pipe culverts Most minor structures are Armco pipes, many of which Length gravelled: 26.5 km require desilting, head and wing wall construction, and No. of gravel sources identified: 1 No. re installation. No. of Dambo's & total length: 3 total 500 m New pipe culverts: No. Current Road Condition: Riding comfort: Good: km 0% Major structures: 1 No. : km 0% Mkushi River bridge needs further investigation, and : 27.1 km 100% may be required to be replaced with 2.4m x 2.4m portal culverts. Roadshape & Drainage: Good: km 0% Ancillary Works: : 3.0 km 11% Traffic signs: Where required. : 24.1 km 89% Bus stops: Storage Sheds: Market Stalles: At major villages. T.B.A. T.B.A.

152 III. Photographic Impressions

153 PHOTOGRAPHIC IMPRESSIONS OF RD208 in MKUSHI DISTRICT Picture P-01: Mkushi District Date: 28/11/2017 Masansa to Fiwila Chainage Observations: Starting point of RD208 in the middle of the busy center of Masansa. Picture P-02: Mkushi District Date: 28/11/2017 Masansa to Fiwila Chainage Observations: Typical local marketing stalls, which could be improved under this project. Picture P-03: Mkushi District Date: 28/11/2017 Masansa to Fiwila Chainage Observations: Concrete slab bridge crossing Mkushi River. Further investigation is required, whether the bridge needs to be replaced with a new structure Picture P-04: Mkushi District Date: 28/11/2017 Masansa to Fiwila Chainage Observations: Concrete slab bridge crossing Mkushi River, consisting of 3 spans of 6.0m and 2 spans of 3.0m. Hand railings are missing. Road Inventory and Visual Condition Survey of RD208, Mkushi District Page 1

154 Picture P-05: Mkushi District Date: 28/11/2017 Masansa to Fiwila Chainage Observations: Typical road condition at this section of the road, where poor gravel was used for surfacing. Picture P-06: Mkushi District Date: 28/11/2017 Masansa to Fiwila Chainage Observations: Typical road condition with potholes, ruts and deformations. Picture P-07: Mkushi District Date: 13/12/2017 Masansa to Fiwila Chainage Observations: Storage point, where a storage facility may be required at the RH-junction onto U2 to Chin gombe. Picture P-08: Mkushi District Date: 28/11/2017 Masansa to Fiwila Chainage Observations: End point of the road at Fiwila Mission, and starting point of U6. Road Inventory and Visual Condition Survey of RD208, Mkushi District Page 2

155 IV. Road Inventory & Condition

156 Road Inventory and Condition Province/District: Central, Mkushi Road Number: RD208 Road Name: Masansa to Fiwila Length: 27.1 km Drawing No.: Page: 1 of 6 0 Description Horizontal Profile Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Market Sch -RHS Jnc. with D207 Masansa Sec.School Masansa Town Market Masansa Bsc. Sch -RHS Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat DCP #1 DCP #2 DCP #3 DCP #4 Flat Straight Straight Straight Straight Cly Cly Fm/Sd Fm/Sd Fm/Sd Flat ,8 9 Flat RHS Flat Straight Road Width / Free Clearance (in meter) 6.2m 7.5m 8m 6.5m 4.5m 5.8m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Earth Gravel Gravel Gravel Gravel Remarks:

157 Road Inventory and Condition Province/District: Central, Mkushi Road Number: RD208 Road Name: Masansa to Fiwila Length: 27.1 km Drawing No.: Page: 2 of 6 Description Horizontal Profile Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) 7th Day Adv. Church Technical Inventory Data Current Road Condition Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Road Width / Free Clearance (in meter) Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Remarks: Indicate L/R and Access Length in KM Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) DCP #5 Flat Flat Flat Flat Flat Straight Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd m 6.2m 6.2m 6.6m 6.8m 7.8m RHS Gravel Gravel Gravel Gravel Gravel DCP #6 Straight Rolling

158 Road Inventory and Condition Province/District: Central, Mkushi Road Number: RD208 Road Name: Masansa to Fiwila Length: 27.1 km Drawing No.: Page: 3 of 6 Description Horizontal Profile Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Mukulaulo Bsc. Sch Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM DCP #7 Rolling Rolling Flat Flat Flat Flat Straight Straight Straight Curvy Curvy Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd Mkushi River crossing Bridge LHS Road Width / Free Clearance (in meter) 7.8m 7.2m 7.1m 7.2m 7.1m 7.2m Current Road Condition Riding Comfort (Good//) Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Remarks: Gravel Gravel Gravel Gravel Gravel Handrails missing on bridge

159 Road Inventory and Condition Province/District: Central, Mkushi Road Number: RD208 Road Name: Masansa to Fiwila Length: 27.1 km Drawing No.: Page: 4 of 6 Description Horizontal Profile Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Kampoko village Anglican Church, RHS Market, Storage Shed RH Jnc. Onto U2 to Ching'ombe Technical Inventory Data Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM DCP #8 Flat Flat Rolling Rolling Flat Flat Winding Straight Straight Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Cly Fm/Sd 19 20,21,22,23 RHS LHS RHS Road Width / Free Clearance (in meter) 7.2m 8.2m 8.3m 6.2m 6m 6.4m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Gravel Gravel Gravel Gravel Gravel 200m Remarks:

160 Road Inventory and Condition Province/District: Central, Mkushi Road Number: RD208 Road Name: Masansa to Fiwila Length: 27.1 km Drawing No.: Page: 5 of 6 Description Horizontal Profile Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Chikoloma village Market RH Jnc. To Shaibila Chief Shaibila Palace, LHS Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM LHS Flat Flat Flat Flat Flat Straight Straight Straight Straight Straight Fm/Sd Fm/Sd Fm/Sd Fm/Sd Fm/Sd 24,25,26 27,28, ,33,34,35,36,37,38 39 RHS 40 Road Width / Free Clearance (in meter) 6.4m 7.5m 7.2m 7.2m 7.2m 7.2m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Gravel Gravel Gravel Gravel Gravel 200m 100m Remarks:

161 Road Inventory and Condition Province/District: Central, Mkushi Road Number: RD208 Road Name: Masansa to Fiwila Length: 27.1 km Drawing No.: Page: 6 of 6 Description Horizontal Profile Veritcal Profile Socio Econ. Data Village / Community Clinic, School, Other Social / Economic Amenities Road Junction (L/R to where..) Fiwila Resource Centre, LHS Fiwila Dev. Trust, LHS Fiwila Mission Fiwila School, RHS RH Jnc. to mission; End of RD208, and start of U6 Picture/Waypoint/Soil Sample/DCP taken (P/W/SS/DCP) DCP #9 Technical Inventory Data Vertical Alignment (Flat/Rolling/Hilly) Horizontal Alignment (Straight/Curvy/Winding) In Situ Soil type (Fm/Sd, Ls/Sd, Gr, Cly) Stream / River Crossing (Name/Width) Existing Structure (Reference No. Table #)): Gravel Borrow Pit Stones / Sand Water (Bore Hole/Dam/Stream) Indicate L/R and Access Length in KM Flat Flat Straight Straight Fm/Sd Fm/Sd Road Width / Free Clearance (in meter) 7.2m 7.2m 7.2m Riding Comfort (Good//) Current Road Condition Road Shape/Camber (Good//) Road Drainage (Good//) Existing Wearing Course (Earth/Gravel) Isolated Problems & Defects: Dambo (m) Steep gradient (m) Unsuitable material (m) Rock outcrops, Stoniness (Area) Drainage challenge Potholes, Corrugations, Ruts, Gullies (m) Gravel Gravel Remarks: