Federal Republic of Nigeria

in association with Kaduna State Ministry of Works and Transport ASCO State Project Implementation Unit (SPIU)

ASSESSMENT REPORT Consultancy Services for Detailed Assessment, Prioritisation and Engineering design for Reinstating / Constructing of the Damaged and Washed Away Crossings on Rural Road Network of the Kaduna State

SNC-Lavalin November 2007 International Inc., (Canada) in association with

ASCO (Zambia) Ltd.

Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

RIVER CROSSINGS ASSESSMENT REPORT

TABLE OF CONTENTS

LIST OF ACRONYMS ...... 2 PREFACE ...... 3 ACKNOWLDGEMENT ...... 3 EXECUTIVE SUMMARY ...... 4 ASSESSMENT REPORT ...... 7 1. INTRODUCTION ...... 7 1.1 Background ...... 7 1.2 Objectives ...... 7 1.3 Scope of Services ...... 8 1.4 Purpose of This Report ...... 8 2. MULTIPLE CRITERIA BASED PRIORITIZATION OF CROSSINGS ...... 9 2.1 Engineering Priority as TOR ...... 9 2.2 Multi - Criteria Analysis ...... 9 2.3 Basis for Prioritisation ...... 10 2.4 Weighting of Criteria ...... 11 3. DESIGN CRITERIA ...... 13 3.1 Design Manual and Codes...... 13 3.2 Design of Bridges and Drainages Structure ...... 13 3.2.1 General ...... 13 3.2.2 Typical Cross-Section ...... 13 3.3 Drainage Design ...... 14 3.3 Erosion and Scour Control ...... 15 3.4 Pavement Design ...... 15 3.5 Road Furniture and Services ...... 16 3.6 Bridge Maintenance and Rehabilitation...... 16 4.1 Categories of Crossings ...... 17 4.2 River Crossing Locations ...... 17 4.3 Assessment of River Crossings ...... 17 5. PRELIMINARY COST ESTIMATES ...... 26 5.1 Unit Costs ...... 26 5.2 Data Collection ...... 26 5.3 Unit Price Development ...... 26 5.4 Project Costs ...... 26 6. PRIORITIZATION OF CROSSINGS ...... 28 7. MAJOR FINDINGS OF STUDY ...... 54 8. ADDITIONAL GEOTECHNICAL WORK REQUIRED ...... 55

APPENDICES: Appendix A – Detailed Survey of River Crossings Appendix B – Photographs

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

LIST OF ACRONYMS

AADT Average Annualised Daily Traffic ASCO ASCO Zambia Limited CBR California Bearing Ratio EIA Environmental Impact Assessment EPB Environmental Project Brief ESA Estimated Standard Axles FAO Food and Agricultural Organisation FGN Federal Government of Nigeria GCC General Conditions of Contract GDP Gross Domestic Product GPS Global Positioning System HMS Highway Management System ICB International Competitive Bidding IDA International Development Association ISO International Standards Organisation KSG Kaduna State Government LGAs Local Government Authorities MCA Multi Criteria Analysis MWT Ministry of Works and Transport RAMP Rural Access and Mobility Project SLII SNC – Lavalin International Incorporated SPIU State Project Implementation Unit TOR Terms of Reference VOC Vehicle Operating Costs WB World Bank

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

PREFACE

This document contains the expression of the professional opinion of SNC- Lavalin International Inc. (SLII) as to the matters set out herein, using its professional judgment and reasonable care. It is to be read in the context of the agreement dated 22 May 2007 (the “Agreement”) between SLII and the Kaduna State Ministry of Works and Transport (the “Client”), and the methodology, procedures and techniques used, SLII’s assumptions, and the circumstances and constraints under which its mandate was performed. This document is written solely for the purpose stated in the Agreement, and for the sole and exclusive benefit of the Client, whose remedies are limited to those set out in the Agreement. This document is meant to be read as a whole, and sections or parts thereof should not be read or relied upon out of context.

SLII has, in preparing the cost estimates, followed methodology and procedures, and exercised due care consistent with the intended level of accuracy, using its professional judgment and reasonable care, and is thus of the opinion that there is a high probability that actual costs will fall within the specified error margin. However, no warranty should be implied as to the accuracy of estimates. Unless expressly stated otherwise, assumptions, data and information supplied by, or gathered from other sources (including the Client, other Consultants, testing laboratories and equipment suppliers etc) upon which SLII’s opinion as set out herein is based has not been verified by SLII; SLII makes no representation as to its accuracy and disclaims all liability with respect thereto.

SLII disclaims any liability to the Client and to third parties in respect of the publication, reference, quoting, or distribution of this report or any of its contents to and reliance thereon by any third party.

ACKNOWLDGEMENT

Consultants are sincerely thankful to officials from all 23 Local Governments for their co-operation in the process of preliminary assessment of river crossings. Without their generous assistance it was not possible to collect the requisite data in the short time.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

EXECUTIVE SUMMARY

The Kaduna State Government has taken the initiative to improve the rural road network of the state under the Rural Access and Mobility Program (RAMP) of the Nigerian Government with the assistance of the World Bank. Under the present component of the project only structures on the river crossings are being prioritised, designed and constructed

The Kaduna State Ministry of Works and Transport had awarded the work for the Consultancy Services to the SNC Lavalin International Inc. The Consultants mobilised and started the services by the end of August 2007.

Objectives

The Terms of References of the present study require the consultants to undertake the following:

(i). Inspection of each of the identified river crossings / network structures as listed and an assessment of the damage prioritised and costed in line with the specified criteria. (ii). Engineering Design, Preparation of Bidding Documents and assistance in the bidding and evaluation process for culverts and small bridges with a total deck length not exceeding 25 metres. This phase will only commence after review of the assessment proposals under (i) above. (iii). Once the detailed assessment has been completed and the SPIU will make a final decision on the scope of the works, the Consultant shall complete the engineering designs and prepare the bidding documents for those works identified. In order to expedite repair works, the Consultant shall advise the Client on the number of bidding packages given the provision that the works should be completed as soon as possible. (iv). Following approval of the bidding documents the Consultant shall assist the SPIU during the procurement process. (Subject to downstream appointment) Construction supervision of agreed works.

Criteria for Selection of River Crossings

The Kaduna State Ministry of Works and Transport (MWT) had shortlisted about 330 river crossings listed in the TOR. Under the study the Consultants are to prioritise crossings, so that the structures on the top prioritised crossings are improved subject to budget ceiling.

The Consultants adopted a comprehensive prioritisation criteria, multi-criteria analysis (MCA) to take account of engineering, financial, social and rural poverty reduction considerations. Environmental factors have been dealt with separately and follow established screening and input analysis procedures.

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Design Criteria

The Highway Manual (Part 1) Design for the Federal Ministry of Works and Housing (1973) has not been updated for long time. The Consultants referred to a bridge inspector’s handbook and bridge design manual prepared by the Transport and Road Research Laboratory for this exercise.

The British Standards codes shall be followed for the design of bridges and culverts. The structures shall be designed for loading adopted from British Standard BS 5400 Part 2. Code of practice for design of concrete bridges / structure shall be BS 5400 Part 4.

It is noted that the MWT is constructing the rural roads as two lane roads with a width of about 11m. It therefore recommended to design structures with width of 10.5m. In view of low traffic on these roads, another option with the structure width of 8m is also provided.

Typical design of various sizes of pipe / box culverts, single / two span bridge structures shall be carried out and adopted as required.

Preliminary Assessment of Crossings

Consultants assigned four teams headed by engineers to the field to carry out the assessment of the listed river crossings in 23 LGAs. Due to poor condition of the roads and prevailing rainy season it took little longer than expected to carryout assessment. Detailed data collected in the field from 330 river crossings is provided at Appendix A and brief description of the conditions in each LG is provided in the report.

Costing and Prioritization of Crossings

Preliminary cost estimate of the required works has been prepared based on the rates quoted by contractors for various recently awarded works, after adding due premium.

All surveyed crossings were scored (out of max. score of 400) based on the observations made during the field surveys. Ranked prioritized list of crossings is provided at Table 6.1. Total requirement of funds for improvement works on all 330 surveyed crossings is estimated as $ 43,379,486 and $34,331,997 respectively for structure widths of 10.5m and 8m.

Major Findings of the Study

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State constructing several bridges and culverts along most of the river crossings with more than 80% of the sites visited had existing river crossing structures on them but has failed due to poor design and construction supervision. This is a colossal waste of resources and it is expected that this project should make a difference from the past.

Major findings of the study are summarized as follows:

a. All river crossings surveyed under the study are located on either gravel / laterite roads or earth roads or just tracks. b. Many of the existing structure have inadequate or no foundations, leading to premature failures. The structures are having inadequate size and not properly located. There are instances of providing the invert level of the culvert below the channel bed level (to reduce cost of raising the embankment) leading to siltation. c. Condition of the study rural roads leading to various communities is generally poor to very poor. During the rainy season the access to many of these communities by vehicular traffic is cut. d. Most of the rural communities are living on their agricultural produce and loss of accessibility is hurting them much. e. The scope of the project is limited to bridges upto 25m length, but on these roads there are many locations requiring longer bridges or requiring repairs to the existing bridges as indicated in the data presented Appendix A. These roads shall not be through witout restoration / reconstruction of these bridges. f. The Kaduna State government should as a matter of urgency consider constructing these roads having the structures so that they can be useful because most of the river crossing structures were on footpath road or ungraded earth roads. This was also responsible for the LOW TRAFFIC situations as reported in this report.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

ASSESSMENT REPORT

1. INTRODUCTION

1.1 Background

In support of the implementation of Nigerian Governments’ Rural Travel and Transport Policy (RTTP), the Rural Access and Mobility Project (RAMP) has been initiated with the financial assistance from the World Bank in order to improve access and enhance the mobility in the rural areas in a sustainable manner so as to contribute to the improvement of rural livelihood and poverty reduction.

The Kaduna State Government (KSG) has applied for financing under the Rural Access and Mobility Project (RAMP) through the Federal Government of Nigeria (FGN) to the International Development Association (IDA) towards the cost of Detailed Assessment, Prioritisation and Engineering design for Reinstating / constructing of the Damaged and washed away River Crossings on the rural road network in Kaduna State.

The Kaduna State Government (KSG) has placed great emphasis on the rehabilitation and construction of the state’s road network, including drainage infrastructure, in order to ensure accessibility to communities and services. Over the years, floods cause severe damage to river crossings throughout the state. The existing drainage infrastructures (i.e. bridges, culverts) across river crossings are neither adequately designed, nor properly maintained and consequently have been damaged / washed away, cutting access to large number of communities in the state which impacted negatively on the social service delivery and economic development of the state. These crossings are mostly on unpaved rural roads.

Rehabilitation and construction of such infrastructure that provides accessibility is a prerequisite to sustainable development and growth. This contributes to poverty reduction among the rural and urban people by ensuring better access and quicker transportation of agricultural inputs and produces and further, better access to health, schools, markets and other social amenities.

1.2 Objectives The Terms of References of the present study require the consultants to undertake the following:

(v). Inspection of each of the identified river crossings / network structures as listed and an assessment of the damage prioritised and costed in line with the specified criteria. (vi). Engineering Design, Preparation of Bidding Documents and assistance in the bidding and evaluation process for culverts and small bridges with a total deck length not exceeding 25 metres. This phase will only commence after review of the assessment proposals under (i) above.

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(vii). Once the detailed assessment has been completed and the SPIU will make a final decision on the scope of the works, the Consultant shall complete the engineering designs and prepare the bidding documents for those works identified. In order to expedite repair works, the Consultant shall advise the Client on the number of bidding packages given the provision that the works should be completed as soon as possible. (viii). Following approval of the bidding documents the Consultant shall assist the SPIU during the procurement process. (Subject to downstream appointment) Construction supervision of agreed works.

1.3 Scope of Services

The scope of the consultancy services includes:

Phase A: • Gathering of existing data and information • Assessment, prioritisation and preparation of preliminary cost estimates • Preparation of assessment Report

Phase B: • Engineering assessment and structural design of bridges and culverts • Preparation of bidding documents • Providing assistance to the client in bidding process • Preparation of environmental management report • Preparation of final design report, bidding documents and evaluation report.

1.4 Purpose of This Report

As part of the Phase A activities, this Assessment Report has been prepared after preliminary survey and assessment of works required at all listed river crossings. The river crossings have been prioritised on the basis of the socio – economic conditions, traffic, costs, rural poverty reduction considerations as described in the report. Review of the report by the SPIU shall be the basis for preparation of the Final Assessment Report and proceeding to the Phase B.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

2. MULTIPLE CRITERIA BASED PRIORITIZATION OF CROSSINGS

2.1 Engineering Priority as TOR

River crossings inspectors on the project field trips classified all inspected river crossings according to the following four priority rankings which were based on engineering need as per TOR:

Priority Ranking I: Suffered extensive damages requiring immediate attention and / or construction of new structures

Priority Ranking II: Damages not so extensive but rehabilitation measures shall include replacement of key structural components

Priority Ranking III: River crossings that due to age, change in design parameters, increased usage or other reasons identified, need to be upgraded as a priority

Priority Ranking IV: Minor damages and rehabilitation measures shall include minor repairs and protection works which could be deferred at the discretion of the Client.

2.2 Multi - Criteria Analysis

Above criteria for caters for engineering priority only. A comprehensive prioritisation was carried out to take account not only of engineering needs, but also of engineering, financial, social and rural poverty reduction considerations. This was done through the use of multi-criteria analysis (MCA). Environmental factors have been dealt with separately and follow established screening and input analysis procedures.

Prioritisation was carried out using the following engineering and socio-economic criteria:

A. Perceived Engineering Need (Classification from Engineering Report) B. Scale of Facility C. Importance of road link: • Traffic – (Average Daily Traffic (ADT)) • Potential accessibility (to isolated areas) • Potential connectivity (between existing routes) D. Economic and Social Potential • Agriculture • Industry and commerce • Tourism • Schools, hospitals E. Rural Poverty Reduction

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Each crossing was scored on ratings of 1 to 4 (4 being the most favourable rating), and then weighted to give an overall score. The outcome led to prioritization of a total of 330 crossings. Top prioritized crossings falling within the budget shall be recommended for detailed design.

2.3 Basis for Prioritisation

Perceived engineering need (Criterion A) was classified by the river crossing inspectors on a scale of highest priority I to lowest priority IV. So as to conform with the overall evaluation where high scores indicate high priority, these classifications have been rescored in reverse order as follows:

Engineering Priority MCA Score

I 4 II 3 III 2 IV 1

The size of facility is likely to be associated with its cost. It may be better to defer rehabilitation of higher-cost facilities if the need is not urgent, so as to preserve available funds for a greater number of other smaller projects. Hence, in relation to the finance-related Criterion B, it is considered appropriate to make the following classification:

Scale of Facility MCA Score

Drift, culvert 4 Bridge up to 15 m 3 Bridge 16-25 m 2 Bridge > 25 m 1

Criterion C, regarding importance of the road link, contains three elements. The first (C 1) concerns traffic, which is very low on many of the roads, but significant on some. The following scoring system is proposed in relation to Annual Average Daily Traffic (AADT):

Traffic (AADT) MCA Score

100 and over 4 50 – 99 3 20 – 49 2 Under 20 1

Criterion C 2 relates to potential accessibility, describing how important a road is as a lifeline to the area it serves, and how critical the crossing may be in providing the necessary access. Criteria C 3 relates to the road’s importance in

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Accessibility/ Connectivity MCA Score

High 4 Medium 3 Low 2 Very low 1

Criterion D, relating to economic and social potential, contains four elements. These are agriculture, industry and commerce, tourism and social institutions including schools and hospitals. These are all classified on a similar basis, as follows:

Economic or Social Criterion MCA Score

High 4 Medium 3 Low 2 Very low 1.

Criterion E, relating to rural poverty reduction ensures that the neglected communities deep inside the rural areas are looked after rather than their counterparts in urban or close to urban areas. Following scoring system shall be adopted for this criteria.

Rural Poverty Reduction Criterion MCA Score

Rural Interior 4 Rural 3 Semi Urban 2 Urban 1.

2.4 Weighting of Criteria

In principle, the allocated MCA scores can now be added up to give overall totals for individual crossings. It is, however, desirable to give greater relative importance to certain criteria, and less to others. An element of judgement is therefore necessarily involved in the evaluation process.

For this evaluation it has been judged that the five main criteria should have the following weights:

Perceived engineering need 25

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Financial criteria (size of facility) 10 Importance of road link 20 Economic and social potential 20 Rural Poverty Reduction 25 Total 100

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

3. DESIGN CRITERIA

3.1 Design Manual and Codes

The British Standards codes shall be followed for the design of bridges and culverts. The structures shall be designed for BS.HA.LOAD loading adopted from British Standard BS 5400 Part 2. Code of practice for design of concrete bridges / structure shall be BS 5400 Part 4.

3.2 Design of Bridges and Drainages Structure

3.2.1 General

This phase of the Consultant’s work concentrates on urgently required works and thus have prioritised the small bridges, culverts and washed-away crossings. This type of work has not been carried out on a large scale in the Kaduna Sate for many years and the letting of appropriate contracts will have a noticeable impact on the improvement of accessibility. Many of the crossings identified are small in the national context but very important in the local context. They may not be highly trafficked by motor vehicles, but they are very high in local priorities. In many cases access to a school, clinic, marketplace and neighbours and other facilities in the rural areas are cut off when river levels rise.

The bridge / culvert approaches will be designed in accordance with the local practice being followed by the Kaduna State Ministry of Works and Transport. Under the project only small stretch of road approaches shall constructed at each location, which shall be straight sections mostly.

3.2.2 Typical Cross-Section

There is no publication available in the Kaduna State defining the design cross- section for roads and bridges. The design Manual from the Federal Ministry of Works and Housing is obsolete and not applicable to the study roads. It is understood that the general practice followed by the State Ministry of Works and Transport is to provide 10.5m wide roadway, including shoulders. After discussion with the SPIU it is proposed to adopt 10.5m wide (2 x 3.75m lane and 2 x 1.5m shoulders) cross-section for the project crossings. In view of the low traffic on these roads another option with 8.0m wide (2 x 3.00m lane and 2 x 1.0m shoulders) cross-section has also been considered to economise.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Typical Road Cross-Section at Bridge Crossing Points

Option No. of Lane Carriageway Shoulder Formation Lanes Width (m) Width (m) Width (m) Width (m) Option 1 2 3.75 7.5 1.5 10.5 Option 2 2 3.00 6.0 1.0 8.0

The slopes of the cut and fill batters will be 1:2 maximum. Where necessary, the batters will be topsoiled with clayey material obtained from the surrounding areas or from borrow pits in order to prevent erosion.

3.3 Drainage Design

The design and sizing of the bridges and culverts are dependent on the rainfall in the area, the catchment area and the natural grade of the terrain.

Culverts Culvert design is based on runoff calculations and Talbots’ equation shall be used for getting the size of opening.

Design of Drainage Structures

Pipe Culverts: For ease of maintenance, new small drainage structures will be sized with a minimum diameter for pipe culverts of 900mm. Rows (max upto 3 rows) of pipe with diameter 900mm and 1200mm shall be provided as per design requirement. For higher discharges box culverts shall provided.

Armco or concrete culverts can be used. Though Armco culverts are relatively cheaper, the consultant recommends the use of concrete culverts on the account of durability and vandalism considerations.

Box Culverts: Box culverts are easy to construct and are quite stable, with minimum foundation problems. It is therefore proposed that for shallow openings / crossings with less than 15m span multiple cells of box culverts shall be provided. The Consultants shall have typical standard design for units of 1, 2, and 3 cells with box sizes 1m x 1m, 1.5m x 1.5m, 2m x 2m, 2.5m x 2.5m, 2m x 3m, 3m x 3m, 3.5m x 3.5m etc.

A gradient of 4% for new culvert structures is to be used where possible, unless outlet velocities are high and additional erosion protection measures will be required, then a reduction of the minimum gradient will be considered.

Bridges: Under the project bridges upto 25m length shall be designed and constructed. For openings of 7.5m to 25m length bridge typical designed structures with 1 span of 7.5m, 10m, 12.5m, 15m, 18m lengths and 2 spans of

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

10m, 12.5m lengths etc. are proposed. Erosion protection works shall be designed as required.

Drift Structures: The design of drift structures before overtopping occurs will follow the same approach as for culverts. Once overtopping occurs the road will essentially become a broad crested weir and the flow will be determined on the basis of this. Where the existing structures are still in sound condition, they will be checked for capacity before overtopping. Structures are to be kept as low as possible to allow debris to pass over unhindered. The edge of the drift will be demarcated with 0.3m high guard blocks instead of barrier rails to limit the effect of debris build-up on the upstream edge. In some cases drift crossings at river bed level may also be provided.

3.3 Erosion and Scour Control

The nature of the rainfall storms and the type of soil strata existing in the Kaduna State requires that erosion and siltation control measures are provided during both the construction stage and as a permanent solution. The rehabilitation of the existing drains and culverts and the construction of new side drains will take this into consideration.

We anticipate local scour at the bridge sites caused by turbulent flow around obstacles such as piers, and we propose to armour the riverbed by means of gabion baskets in some cases. Gabion baskets will also be used alongside the abutments to avoid the effects of local scour at abutments. The standard gabion is supplied as a flat pack for assembly on site and is normally filled insitu with quarried stone or rounded shingle of sufficient size to prevent the stones passing through the mesh. Sections of gabions are securely wired together to form a continuous mattress or wall.

3.4 Pavement Design

All study roads are generally gravel / earth roads, with little traffic. The structural design procedure will require the traffic information projected over the design period. The design traffic projections are not available and shall for part of the forthcoming project. The approach roads shall be provided with cement stabilised surfacing.

It is proposed to design and construct approaches to the drainage structures as follows:

• Pipe culverts: 50m length on either side • Box culverts: 75m length on either side • Bridges: 100m length on either side

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

3.5 Road Furniture and Services

Road markings are not required in most of the rural roads, which are yet to be asphalted. Traffic signs and other road markings shall be provided where required. Details of the road marking and traffic signs shall be illustrated in the drawings. Road Furniture such as guardrails and road signs are currently sub-standard or not present on the Project Site. Necessary road furniture will be designed and provided for in the bills of quantities and drawings.

3.6 Bridge Maintenance and Rehabilitation

It is proposed that SPIU should use a Bridge Management System (BMS) for the development of maintenance and rehabilitation measures for the existing structures. The system should be defect-based and consider factors that contribute to the deterioration of a bridge structure with time. It is recognised that such factors as the location of the bridge, traffic volumes, material quality, design and construction methodology and many others will influence the rate of deterioration. The Bridge Management System will essentially comprise the following steps:

• A systematic inspection using a prepared checklist thus ensuring that no bridge element is overlooked • Identification of defects and the rating thereof • Allocation of funds for the repair of identified defects • The maintenance of bridges periodically to ensure timely interventions required to maintain the bridges at an acceptable level of service.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

4. PRELIMINARY ASSESSMENT

4.1 Categories of Crossings

For the purpose of assessment the river crossings were categorized as follows.

Category I Bridge crossing of less than 15 metres Category II Single or Multiple Pipe Culvert and/or drift crossing Category III Box Culvert Category IV Medium Bridge 15 to 25 metres Category V Large Bridge greater than 25 metres Category VI Pontoon Category VII Pedestrian Category VIII Rehabilitation

The Consultant surveyed 330 crossings and categorised as above. During surveys it has been noted that even the larger rivers cutting across the project roads are quite shallow and the pontoon can’t be operated.

4.2 River Crossing Locations

Study river crossings are spread over 23 Local Governments in the Kaduna State. Many of the listed link roads / crossings does not appear on any available map. During the field surveys, Consultants survey teams took the help of the local government officials to locate the crossings and picked up its co-ordinates with the hand held GPS.

4.3 Assessment of River Crossings

Consultants assigned four teams headed by engineers to the field to carry out the assessment of the listed river crossings in 23 LGAs. The teams used the pre- drafted data collection format as provided in the Inception Report. The schedule of field surveys happened to coincide with the ongoing rainy season, which led to some delays in data collection process. On many roads / tracks the conditions were so bad that even 4 wheel vehicles could not move. In such conditions the engineers had to travel on motorbikes or even by foot. Consequently it took longer than expected to carry out reconnaissance. Detailed data collected in the field from 330 river crossings is included as Appendix A.

Summary of the observations made for the study river crossings in 23 Local Governments the field are as follows.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

A: Kubau Local Government In Kubau Local Government Area 13 locations on 6 routes were surveyed. These include 7 existing bridges, 2 slab culverts, 1 pipe culvert and 1 drift crossing. Most of the structure are on the Damau Kanar-Mai-Molo road section. These areas are very remote and transportation of food items and people is very difficult This road has four old wooden logs bridges. The wooden superstructure is rotten and integrity of concrete substructure is uncertain. These have been proposed to be replaced with suitable superstructure. The concrete bridges at Gedege (4 spans of 3.2m) and Dan Maliki (4 spans of 3.2m) have suffered settlement, cracks and foundation failure. These are proposed to be re[laced with suitable size culvert and bridge respectively. Narrow culverts with 600mm dia like one at Ung Gata etc. are proposed to be replaced with minimum 900mm dia. pipe culverts.

B: Igabi Local Government In Igabi, 8 routes were surveyed as per TOR. Those routes pass through 22 villages and have 37 crossings, of which 28 are existing structures (15 pipe culverts, 6 box culverts, 1 drift and 6 bridges) and the remaining require new structures.. Most culverts have problems like wrong location, inadequate in size, stream has changed, structure not properly designed / constructed and collapsed under load, silted up and blocked or stream crossings with no culvert. Swamp locations are noted as being used for rice farming on both sides of the road. Such sections require culverts to be provided at regular intervals of say 15.0 meters such that earth fill do not dam the downstream side of the fadma (swamp). The box culverts surveyed in this LGA generally require maintenance by the local government. Ponds and weeds on the upstream and downstream are predominant and blocking the culvert. In some cases there are erosion is occurring but maintenance is lacking. Study roads are predominantly earthen feeder road or track roads. Smooth and comfortable ride is not expected due to its undulating nature. Traffic is mostly by motorcycles and foot but light trucks and buses are seen during harvest or prior to market days.

C: Jaba Local Government In Jaba Local Government Area, most of the roads / routes are either tracks or footpaths, leading to interior rural areas, with average width of 3.0m, and undulating in nature and eroded. During survey, a total of 6 roads/routes were visited, with 8 locations encompassing 3 existing bridges and one proposed, 1 existing culverts and 3 proposed. No drift crossings were encountered. Most of the crossings encountered were streams which had hydraulic structures. Of the three existing bridges surveyed, one is a bailey bridge with a span of 31m and requires rehabilitation of the timber deck. Even though it falls outside the TOR, it should be repaired as it is the major access between Jaba and Kachia Local Government Areas. The remaining two are RC bridges, structurally sound, with one requiring provision of railing. One of these locations will require realignment of road. This will result in a complete avoidance of existing stream crossing. Protections in the form of rip-rap will be required at all the locations to protect the structures from scouring during high tides.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Population is generally in the rural areas, thereby resulting into very low traffic where large streams or river crossings exist. The populace are predominantly farmers and traders.

D: Jama’a Local Government In Jama’a Local Government Area, most of the roads / routes are track roads, leading to interior rural areas, with average width of 3.0m, and undulating in nature and eroded, by storm water, except for one road which is within the urban setup (Bayan Loko).During survey a total of 8 roads/routes visited, with 10 river / stream crossing locations encompassing five (5) existing bridges (3 to be rehabilitated and two (2) to be reconstructed), one (1) existing culvert and four (4) proposed. No drift crossings were encountered. Most of the crossings encountered were streams which had hydraulic structures. Of the five existing bridges encountered, one is newly constructed RC bridge, three of these are log bridges type, with one having a span of 42m and outside scope of work. One of the other two log bridges requires replacement of the timber deck, and the other a completely new bridge. Three of these bridge locations will require realignment of road at stream crossing. Protections in the form of rip-rap will be required in all the locations to protect the structures from scouring during high tides. Two of the crossings fall across swamp (fadma) sections of the links. It is proposed that relief culverts should be provided at intervals of say 15.0 meters in addition to the main culvert, so as to forestall the embankment serving as a dam, while the downstream section suffers the privileges of rice farming. Population in the communities is low due to its rural nature and this translates into very low traffic where large streams or river crossings exist. The populace are predominantly farmers and traders.

E: Chikun Local Government Three routes in chikun LG are sub-urban location except for Rimi - Udawa route. Though Karutudu is in the sub-urban part of Kaduna metropolis, it has a timber bridge that urgently requires to be replaced with a box culvert with 5 cells of 3m x 3m. This existing timber bridge is not capable of carrying two-way traffic of pedestrian and of motor cycles. The population in this sub-urban part of Kaduna are forced to Kaduna-Abuja express way to get into Kaduna metropolis. This increase man-hour lost and increase travel time. Rimi - Udawa has various stream crossings with no bridges. One concrete bridge does exist but was not completed. There is no concrete deck and timber planks are placed temporarily for its decking which too is presently failing and can carry only light traffic only. Heavily loaded vehicle are presently crossing over the river bed. Mobility is of such vehicles is hampered during floods. This route is a feeder (laterite) road constructed over 25 years ago with no form of maintenance.

F: Kaura L.G.A In Kaura Local Government Area, most of the study roads / routes are track roads, leading to interior rural areas, with average width of 3.0m, and undulating in nature and eroded, except for one road which is within the urban setup. Most of the crossings encountered were streams which had hydraulic structures. During the survey, a total of 6 roads/routes were visited. This included 10

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State locations comprising of 8 existing bridges / structures and 2 new proposed. Out of the existing bridges 3 require replacement of the deck and 1 to be replaced with a box culvert. 1 existing culvert also requires to be replaced. Of the Seven existing bridges encountered, one is a bailey bridge with a span of 31m and requires rehabilitation of the timber deck. Though the length of this bridge is beyond the scope of this project, it is the first bridge giving access to the communities, without which the other structures will not be useful. Therefore we recommend it to be considered. There is another log bridge, with span length of 36m and therefore beyond scope of TOR. Other two log bridges require replacement of the timber deck. One log structure require replacement with 2Nos 1200mmø pipe. Two will be entirely new and the other needs provision of railing / guide post. One of these locations will require realignment of road approach at stream crossing. Protections in the form of rip-rap will be required at all the locations to protect the structures from scouring during high tides. Population is usually low due to its rural nature and this translates into very low traffic where large streams or river crossings exist. The populace are predominantly farmers and traders.

G: Kagarko Local Goverment In Kagarko Local Government Area, most of the roads / routes visited are either footpath with average width of 0.75m or track roads, leading to interior rural areas, with average width of 3.0m, with undulating, eroded by rain cuts in hilly terrain. Quite a number of river crossings were encountered, six of which had no bridges, and thus making access impossible except by foot or bikes, which have to sometimes be carried across, for the journey to continue. Most of the tracks across these rivers serve as links between settlements; hence access is cut off during high tides. During the survey, a total of 6 roads/routes visited, with 28 locations encompassing 8 existing bridges and 6 new proposed, 7 existing culverts and 18 new proposed. No drift crossings were encountered. Over certain river crossings a bridge may be required but the socio-economic importance and current traffic flow do not justify the provision for a bridge costing say Three million naira (N3,000,000:00) per meter length to link tracks. Therefore open drifts crossings or vented drift crossings or big box culverts shall be provided for these locations. There are many stream crossings with no culverts. Depending on the catchments and stream sections, suitable culverts are proposed. In this Local Government, over 95% of the stream / river crossings will require new hydraulic structures, to replace the existing ones, which are inadequate and structurally defective. Four of the crossings will require realignment of approaches. Protections in the form of rip-rap will be required in all the locations to protect the structures from scouring during high tides. Three of the crossings fall across swamp (fadma) sections of the links. It is proposed that relief culverts should be provided at intervals of say 20.0 meters in addition to the main culvert, so as to forestall the embankment serving as a dam, while the downstream section suffers the privileges of rice farming. In one of the swamp crossing, there is a dam upstream.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

H: Kachia Local Government 19 crossings falling on 12 routes and passing through 23 villages were surveyed. Over 19 crossings surveyed comprise, 5 culverts and 5 bridges, while the remaining 9 crossings require attention. These existing bridges are usually deck slab bridges with 5.0m wide and 10.0m long span constructed by the local government. Six locations do have river crossings in deep rural locations for which construction of bridges will not be economically viable. Hence vented drift crossings are proposed for wide river crossings and a 3/3.0x3.0m box culverts are proposed for the others.

I: Kauru Local Government Kauru Local Government Area is rural set up covering a long stretch of area. All links leading to study crossings are existing as earth roads. The surfaces are poorly drained leading to deep gullies on the roads and medium size pond and tall grasses covers the edges. In some stretches the road surface had become a drain and road section is deep below the natural surrounding area. Most of locations are very far into the interior and access to town is very difficult, consumes time and resources. In all 12 different routes was covered for survey of 26 locations. At 20 of the crossing there are no structures while remaining 6 have bridges and culverts in bad condition. 7 of the crossings need bridges (of which only 1 existing) with over 25m length and therefore beyond project scope. The bailey bridge at Kibangari is not being used because approach embankment work was not completed and the timber deck was deplorable. The bridge requires embankment filling, replacement of logs with chequered plate and a relief box culvert.

J: Sanga L.G.A In Sanga Local Government Area, most of the roads / routes are either footpath with average width of 0.75m or track roads, leading to interior rural areas, with average width of 3.0m, and undulating in nature and eroded. A good number of river crossings encountered had bridges / structures but in poor to very por condition, thus making access impossible except by foot or bikes, which have to carried across for the journey to continue. Most of the tracks across these rivers serve as links between settlements; hence access is cut off during high tides. During survey a total of 12 roads/routes were covered, having 20 locations encompassing 9 existing bridges and 5 proposed, 3 existing culverts and 14 proposed, 3 existing drift crossings and 3 proposed. At some crossings, a bridge may be required but the socio-economic importance and current traffic flow in these locations do not justify the investment for a bridge. Therefore it is recommended that open drifts crossings or vented drift crossings should be provided at these locations. There are many stream crossings with no culverts, depending on the catchment and stream sections, culverts are proposed. In this Local Government, over 98% of the stream / river crossings will require new hydraulic structures, to replace the existing ones, which are inadequate and structurally defective.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Four of these locations will require realignment of road approach at stream crossing. Protections in the form of rip-rap will be required in all the locations to protect the structures from scouring during high tides. Five bridges found in these locations were log type with the timber trackers completely failed. There was one location where the walls of a box culvert had been constructed, but no concrete decking to complete the culvert construction with the reinforcement left in the open. Apparently, the construction was abandoned. Five of the crossings fall across swamp (fadma) sections of the links and it is proposed that relief culverts should be provided at intervals of say 20m in addition to the main culvert, so as to forestall the embankment serving as a dam, while the downstream section suffers the privileges of rice farming. Population is usually low due to its rural nature and this translates into very low traffic where large streams or river crossings exist. Where river crossings exist with no bridge, drift or culvert, vehicles of any type are never seen (survey was carried out in the rainy season). However tracks are sometimes evidenced of vehicular traffic in the dry season (it is possible in some cases for vehicles to have access to these rural areas during dry season). The populace are predominantly farmers and traders.

K: Sabon Local Government In Sabon Local Government Area, during the survey a total of 4 roads/routes visited, with 4 locations encompassing one (1) existing bridge (which needs replacement), one (1) existing culvert to be replaced and three (3) new ones required. No drift crossings were encountered. All of the roads / routes are within urban area.

L: Giwa Local Government There were eighteen sites listed under the Giwa LGA in the TOR and nineteen sites were recorded during the reconnaissance survey. The only additional one at Sabon Fili / Bula was added by the engineer because if the only one identified on the road was constructed traffic on the road will still be impaired at the second crossing both required medium bridge structure. A total of eight (8) box culverts; one small bridge; eight (8) medium bridges and two large bridges were recommended for construction to improve the rural accessibility in this local government. Several community effort in the same direction were noticed during the visit.

M: Zangon-Kataf Local Government In Zangon-Kataf Local Government Area, most of the roads / routes are track roads, leading to interior rural areas, with average width of 3.0m, and undulating in nature and eroded by rain cuts, except for one road that started with a track but ended up as a footpath. Most of the crossings encountered were streams which had hydraulic structures. These structures are grossly inadequate. One river crossing with a width of about 120m, had no structure but is outside the scope of this project. In this Local Government, over 90% of the stream / river crossings will require new hydraulic structures, to replace the existing ones, which are inadequate and structurally defective, while the remaining 10% will require rehabilitation. During

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State survey, there are a total of 5 roads/routes visited, with 7 locations encompassing 4 existing bridges and none proposed, 1 existing culverts and 4 proposed. One of these locations will require realignment of the road. Protections in the form of rip-rap will be required in all the locations to protect the structures from scouring during high tides. Three log bridges found in these locations will require replacement with appropriate box culverts, while one Bailey bridge found in these locations will require rehabilitating the failed pier and timber deck. Population is usually low due to its rural nature and this translates into very low traffic where large streams or river crossings exist. Where river crossing exist with no bridge, drift or culvert, vehicles of any type are never seen (survey was carried out in the rainy season). However tracks are sometimes evidenced of vehicular traffic in the dry season (it is possible in some cases for vehicles to have access to these rural areas during dry season). The populace are predominantly farmers and traders.

N: Makarfi Local Government Makarfi LGA has a total of fifteen sites identified in the TOR and seventeen sites were eventually covered during the reconnaissance visits. A total of five pipe culverts; seven box culverts; three medium and two large bridges were recommended for construction. Two additional crossings were added along Feleke Dan Ayamaka for the same reasons as earlier stated.

O: Brinin Gwari Local Government Birini Gwari LGA has eight sites identified in the TOR and a total of thirteen sites were identified during the reconnaissance survey. The additional sites were located along the Kwalakwagi road from Tabani. These additional river crossing sites were included for the fact that the entire road segment has several river crossing structures completely broken down and the communities along the road on seen the reconnaissance team trouped out to lay their complaints thinking we are government officials and appeal to us to include those crossings that are badly damaged and that may be out of the capacity of the LGA and State government. The same situation was encountered along the Kirinku and Gwauran Dustse sites where the only access to the last community some 60km from Birni Gwari Funtua road is by motorcycle, Donkeys and Tractors due to several river crossings without bridges and culverts.

In fact all the sites in Birni Gwari LGA can be regarded as practically none accessible due to the absence of adequate river crossing structures. A total of four (4) box culverts; two small bridges; five medium bridges and two large bridges were recommended for construction in the Birni Gwari LGA.

P: Kajuru Local Government In Kajuru Local Government area there 8 rivers crossings indicated in the TOR but nine was were surveyed to complete the road link. Kajuru is a Rural LGA with the trunk A Kaduna-Kachia road dividing it into two . Other Local locations have difficult routes. The bridge that leads to the LGA Headquarters is listed as one of the bridges to be widened because it is narrow and only one vehicle can pass at a time.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

It is recommended for widening. The Kasuwa Magani-Rimau-Kalla bridge has just been constructed but the stone pitching is already being eroded by flood water. Urgent erosion control measures are required. The crossings at kutura and Aduma require bridges in excess of the 25m and are therefore beyond TOR scope. A culvert location surveyed along Fadma Kororo-Kutura route requires minor work that could be undertaken by other interventions by LGA. Culverts are suggested for the remaining locations to ease movement of people

Q: Zaria Local Government Zaria requested 22 routes on which 13 crossings are within its urban centre, of these 4 had been already constructed before the survey, one is under construction during the survey and only 5 stream crossings are in sub-urban side of Zaria town needing attention. In Zaria, total of 38 crossings were identified, out of which 2 is pipe culvert, 6 are box culvert, 1 a drift, 4 bridges and 8 crossings requiring bridges or culvers. Various sizes of pipes and box culvert with one number drift crossing has been recommended for these 5 streams crossings in the sub-urban sector of zaria local government area.

R: Soba Local Government In Soba LGA, there are 6 locations in the TOR one of which is in another LGA. Four of the remaining 5 locations are on River Galma which is a big river. It appears the Smaller river crossings in the LGA are neglected in favour of the big ones across River Galma. The five locations can be accessed through 5 different routes. One or 2 of the crossings may fall within the flood plain of lower Galma dam at Zaria water works. Generally the 4 crossings on Galma are greater than 25m, limit specified in TOR. Although the rivers are wider but shallow for installing pontoon crossings. On our visit smaller river crossings requiring attention were sited but such locations are not covered under the project for constructing bridges and may be taken up by the LGA. At locations on Galma river canoes are provided to ferry goods and persons across the river for a minimum of N100.00 and it takes an average of 20 minutes to cross. Two of the routes had been graded through another intervention (Fadama II). The fifth route has a culvert that needs reconstruction.

S: Kudan Local Government Kudan LGA has a total of eleven sites identified in the TOR and a total of twelve sites were covered during the reconnaissance survey works. The K/Wali South Taba site has multiple damaged culverts within the same location and made up the addition. All sites in Kudan LGA are rural interior sites except for Zabi / Kudan that is semi urban. On the final analysis a total of four pipe culverts; five box culverts and three medium bridges were recommended for intervention in Kudan LGA. Two sites require rehabilitation and protection works.

T: Ikara Local Government Ikara LGA has twenty sites identified on the TOR and a total of twenty four locations were visited during the reconnaissance survey. Additional sites were on the Paki-Old road that has some broken down pipe culverts on the road but the major site on that road was the existing twenty one cells box culvert along that

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State road. The box culvert was constructed with blockwall columns filled with concrete and light truck especially when loaded with farm produce considered the blockwall column unsafe and hence the abandoning nature of the road by vehicles. However a cheaper recommendation is to change the block wall to RCC wall or preferable construct a large bridge across the river which is out of the scope of this project. Several urban related sites were observed in this local government and most of those sites had already been constructed by the government. Other sites require urgent attention.

A total of three pipe culverts; eleven box culverts; one small bridges; four medium and three large bridges were recommended for intervention in the LGA. One location, although a semi urban site requires erosion control works.

U: Lere Local Government Lrere local Government area has 10 river crossing on 8 routes. Actually 8 river crossing was given in the TOR but 2 was included to allow access to ones to be measured. Lere route are fair but some remote locations. There are 5 and 3 existing bridges and culverts respectively. One of bridges was being pegged for construction 120m away hence we may not need to continue work on same site. The river crossing at Lazuru is 125m that is 25m TOR maximum. The Bailey bridge at Gore Rewa suffered extensive damage, for instance the pier had collapsed and extreme piers had tilted and cracked. Remedial work will include dismantling the bailey, construction of foundation and piers and re-erection of bailey. In Baban Fadma series of culvert will need to be constructed before the main culvert. Maigamo And Kayarda bridges requires reconstruction. Culverts will be okay for the remaining locations.

V: Kaduna Local Government Kaduna North and South local government requested for intervention for five routes. At the time of survey one location had completed asphalt road with this culvert constructed to high standard. Three proposed link structures are necessary to connect main sub-urban centres. One sub-urban location requires maintenance due to misuse by residence. One of the main aims of the project is rural poverty reduction but Kaduna is an urban or semi-urban center.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

5. PRELIMINARY COST ESTIMATES

5.1 Unit Costs

Price investigation and analysis is necessary for estimating the unit cost of the Individual prices of various construction work items to arrive and establish a more realistic unit price analysis for this Project. Individual prices refer to the price of each work item prescribed by the Standard Specification for Roads and Bridges works and the Bid Documents. All unit prices developed for the Project are calculated in terms of the local currency, Naira. Unit prices were calculated based on the recent market prices and an average exchange rate of One hundred twenty seven Naira (N125.00) to One US Dollar ($1.00).

5.2 Data Collection

Unit rate data compiled from previous projects were reviewed, studied and used as guiding reference in the preparation of unit price analysis for this project. Prices obtained were limited to the construction materials available at the site. These investigations were supplemented by price quotations solicited and canvassed from various construction material retail and wholesale outlets in the project regions / provinces and provincial engineering offices. All the information gathered from the above mentioned sources were used as basis in the preparation and updating of price analysis for the pay items used in the project.

5.3 Unit Price Development

For preparation of the engineers cost estimate, the unit price shall be developed based upon the following:

• Equipment operation and depreciation cost • Labour cost • Cost of materials • Transportation costs

5.4 Project Costs

The budget for the execution of the project works is understood to be $ 15 million. Cost of execution of works on all prioritised river crossings has been estimated on typical basis as shown in the Table 5.1. In view of this budget limit following number of river crossings can executed under the project.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Table 5.1: Summary of Cost Estimates

Overall Overall Overal Cost Cost USD Overal Cost Cost USD SIZE ( Dia, Height, Width) (N) (1 $ = 125 (N) (1 $ = 125 N) N)

CATEGORY 8m Structure Width 10.5m Structure Width

1Rowl 900mm ø 1,637,890 13,103 1,855,450.00 14,844 2Row 900mm ø 1,833,450 14,668 2,076,010.00 16,608 3Row 900mm ø 2,171,920 17,375 2,478,280.00 19,826 1Row 12000mm ø 1,812,200 14,498 2,042,260.00 16,338

2Row 12000mm ø 2,162,460 17,300 2,483,920.00 19,871 Pipe Culverts Pipe 3Row 12000mm ø 2,482,470 19,860 2,843,905.00 22,751 1Cell 1.5m x 1.5m (H x W) 2,862,171 22,897 3,344,175.00 26,753 2Cell 1.5m x 1.5m (H x W) 3,580,294 28,642 4,268,655.00 34,149 3Cell 1.5m x 1.5m (H x W) 4,180,106 33,441 5,019,795.00 40,158 1Cell 1.5m x 2.0m (H x W) 3,153,823 25,231 3,690,855.00 29,527 2Cell 1.5m x 2.0m (H x W) 3,899,460 31,196 4,615,335.00 36,923 3Cell 1.5m x 2.0m (H x W) 5,668,629 45,349 6,810,975.00 54,488 1Cell 2.0m x 2.0m (H x W) 4,216,076 33,729 4,766,865.00 38,135 2Cell 2.0m x 2.0m (H x W) 5,545,016 44,360 6,384,705.00 51,078 3Cell 2.0m x 2.0m (H x W) 8,051,567 64,413 9,042,585.00 72,341 1Cell 2.0m x 3.0m (H x W) 5,916,459 47,332 6,673,605.00 53,389 2Cell 2.0m x 3.0m (H x W) 7,726,899 61,815 8,869,245.00 70,954 3Cell 2.0m x 3.0m (H x W) 12,021,879 96,175 13,549,425.00 108,395

BoxCulverts 1Cell 2.5m x 2.5m (H x W) 5,966,186 47,729 6,709,575.00 53,677 2Cell 2.5m x 2.5m (H x W) 7,848,163 62,785 8,962,995.00 71,704 3Cell 2.5m x 2.5m (H x W) 9,903,480 79,228 11,389,755.00 91,118 1Cell 3.0m x 3.0m (H x W) 6,945,896 55,567 7,785,585.00 62,285 2Cell 3.0m x 3.0m (H x W) 9,394,667 75,157 10,674,585.00 85,397 3Cell 3.0m x 3.0m (H x W) 11,799,416 94,395 13,505,805.00 108,046 1Cell 3.5m x 3.5m (H x W) 10,308,343 82,467 11,230,575.00 89,845 2Cell 3.5m x 3.5m (H x W) 12,226,089 97,809 13,657,335.00 109,259 3Cell 3.5m x 3.5m (H x W) 15,877,234 127,018 17,817,495.00 142,540

1 -Span 7.5m 21,092,262 168,738 27,387,500.00 219,100 1 -Span 10m 27,092,262 216,738 35,187,500.00 281,500

1 -Span 12.5m 34,755,952 278,048 45,100,000.00 360,800 1 -Span 15m 41,232,143 329,857 53,525,000.00 428,200 1 -Span 18m 49,146,429 393,171 62,825,000.00 502,600 Bridges 1 -Span 20m 53,946,429 431,571 70,062,500.00 560,500 1 -Span 25m 67,133,929 537,071 87,150,000.00 697,200 2 -Span 10m (20m) 55,133,929 441,071 74,550,000.00 596,400 2 -Span 12.5m (25m) 67,133,929 537,071 91,050,000.00 728,400

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

6. PRIORITIZATION OF CROSSINGS

Using the field data included at Appendix A all crossings had been prioritized adopting the criteria detailed in Chapter 2 of this report. The total score is 400 for the selection criterias A to E. After scoring crossings are sorted in the descending order so that the top ranking crossings may be selected under the project subject to budget constraints. Table 6.1 provides the list of all 330 crossings prioritized in the descending order along with the cumulative costs of construction. Total est. cum. costs are $ 34,331,993 (W=8m) and $ 43,379,486 (W=10.5m)

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Table 6.1: Costing of the Prioritised List of Structures Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

2Nos. K/ Wali South 1 283 6 Kudan 1200mm ø 400 2,162,460 2,162,460 17,300 2,483,920 2,483,920 19,871 / Taba pipe Kapo Pala / 3Nos. 2m x 2 315 24 Ikara Gidan Guza - 3m box 400 11,799,416 13,961,876 111,695 13,505,805 15,989,725 127,918 Garki culvert 3Nos. 3m x 3 231 4 B/Gwari Kwalakwangi 3m box 400 11,799,416 25,761,292 206,090 13,505,805 29,495,530 235,964 culvert 2Nos 1.5m x Makarfi / 4 213 3 Makarfi 1.5m box 390 2,862,171 28,623,463 228,988 3,344,175 32,839,705 262,718 Ruma culvert 3Nos. 2m x K/ Wali South 5 282 5 Kudan 2m box 390 8,051,567 36,675,030 293,400 9,042,585 41,882,290 335,058 / Taba culvert Kwata / New 1No. 900mm 6 300 9 Ikara 390 1,637,890 38,312,921 306,503 1,855,450 43,737,740 349,902 Mosque ø pipe 1-span RC 7 314 23 Ikara Kargo Bridge 390 41,232,143 79,545,064 636,361 53,525,000 97,262,740 778,102 bridge (15m) 3Nos. 2m x Malikanchi / 8 312 21 Ikara 3m box 390 12,021,879 91,566,942 732,536 13,549,425 110,812,165 886,497 Hayin Turawa culvert 3Nos. 3m x Tudun Fulani / 9 191 7 Giwa 3m box 390 11,799,416 103,366,358 826,931 13,505,805 124,317,970 994,544 Doka culvert 3Nos. 2m x Ang Bagwai / 10 197 13 Giwa 2m box 390 8,051,567 111,417,925 891,343 9,042,585 133,360,555 1,066,884 Alh Babandi culvert 4Nos. 3m x Rinjim / Ang 11 193 9 Giwa 3m box 390 18,789,334 130,207,260 1,041,658 21,349,170 154,709,725 1,237,678 Gwanki culvert 3Nos. 3m x 12 189 5 Giwa Jigo / Mugaba 3m box 390 11,799,416 142,006,675 1,136,053 13,505,805 168,215,530 1,345,724 culvert 5Nos. 3m x Gangara / 13 185 1 Giwa 3m box 390 21,194,083 163,200,758 1,305,606 24,180,390 192,395,920 1,539,167 Dundubus culvert

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

1-span RC 14 232 5 B/Gwari Kwalakwangi bridge 390 34,755,952 197,956,710 1,583,654 45,100,000 237,495,920 1,899,967 (12.5m) 1-span RC 15 233 6 B/Gwari Kwalakwangi bridge 390 33,000,000 230,956,710 1,847,654 33,000,000 270,495,920 2,163,967 (12.5m) 2Nos. 2m x Antor - 16 180 20 Sanga 2m box 380 5,545,016 236,501,726 1,892,014 6,384,705 276,880,625 2,215,045 Gwanigu Rd culvert 3Nos. 2m x 17 162 2 Sanga Agom Rd 3m box 380 12,021,879 248,523,605 1,988,189 13,549,425 290,430,050 2,323,440 culvert Open drift 18 177 17 Sanga Abu - Kankri 380 866,700 249,390,305 1,995,122 866,700 291,296,750 2,330,374 7.5m x 8m 2Nos. 2m x Mayir-Tari- 19 169 9 Sanga 2.5m box 380 5,545,016 254,935,320 2,039,483 6,384,705 297,681,455 2,381,452 Ninche culvert 2Nos. 2m x Mayir-Tari- 20 166 6 Sanga 2m box 380 5,545,016 260,480,336 2,083,843 6,384,705 304,066,160 2,432,529 Ninche culvert Vented drift 7.5mx14m + 21 164 4 Sanga Agom Rd 4Nos 380 8,938,525 269,418,861 2,155,351 8,938,525 313,004,685 2,504,037 900mm ø pipe 3Nos. 2m x 22 163 3 Sanga Agom Rd 3m box 380 12,021,879 281,440,740 2,251,526 13,549,425 326,554,110 2,612,433 culvert 3Nos. 2m x Antor - 23 179 19 Sanga 2m box 380 8,051,567 289,492,307 2,315,938 9,042,585 335,596,695 2,684,774 Gwanigu Road culvert 2Nos. Nasarawan 24 278 1 Kudan 900mm ø 380 1,833,450 291,325,757 2,330,606 2,076,010 337,672,705 2,701,382 Kudan / Randa pipe 1No. 2m x Kushe 25 87 3 Kagarko 2m box 380 4,216,076 295,541,833 2,364,335 4,766,865 342,439,570 2,739,517 Makaranta culvert 1No. 2m x Kushe 26 88 4 Kagarko 2m box 380 4,216,076 299,757,909 2,398,063 4,766,865 347,206,435 2,777,651 Makaranta culvert

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

2Nos. 3m x Kushe 27 85 1 Kagarko 3m box 380 9,394,667 309,152,576 2,473,221 10,674,585 357,881,020 2,863,048 Makaranta culvert Kubacha- 2Nos. 2m x 28 110 26 Kagarko Kussam I- 3m box 380 7,726,899 316,879,475 2,535,036 8,869,245 366,750,265 2,934,002 Kuchi culvert 1No. 2m x Kushe 29 86 2 Kagarko 3m box 380 5,916,459 322,795,933 2,582,367 6,673,605 373,423,870 2,987,391 Makaranta culvert Kubacha- 1No 900mm 30 112 28 Kagarko Kussam I- 380 1,637,890 324,433,824 2,595,471 1,855,450 375,279,320 3,002,235 ø pipe, Kuchi Kubacha- 2Nos. 2m x 31 111 27 Kagarko Kussam I- 3m box 380 7,726,899 332,160,722 2,657,286 8,869,245 384,148,565 3,073,189 Kuchi culvert 2Nos. 3m x Matsiyach Raf 32 196 12 Giwa 3m box 380 9,394,667 341,555,389 2,732,443 10,674,585 394,823,150 3,158,585 / Ganuwa culvert 2-span RC Rafin 33 229 2 B/Gwari bridge 380 34,755,952 376,311,342 3,010,491 45,100,000 439,923,150 3,519,385 Gungume (12.5m) 2-span RC 34 239 12 B/Gwari Ang Gara bridge 380 34,755,952 411,067,294 3,288,538 45,100,000 485,023,150 3,880,185 (12.5m) 3Nos. 3m x 35 238 11 B/Gwari Saulawa 3m box 380 11,799,416 422,866,710 3,382,934 13,505,805 498,528,955 3,988,232 culvert 2-span RC 36 230 3 B/Gwari Kwalakwangi bridge 380 34,755,952 457,622,662 3,660,981 45,100,000 543,628,955 4,349,032 (12.5m) 2-span RC 37 234 7 B/Gwari Kwalakwangi bridge 380 34,755,952 492,378,615 3,939,029 45,100,000 588,728,955 4,709,832 (12.5m) 2-span RC 38 235 8 B/Gwari Kirinku bridge 380 34,755,952 527,134,567 4,217,077 45,100,000 633,828,955 5,070,632 (12.5m) Add 3Nos. Tsibiri / 39 198 14 Giwa 2m x 2m 375 8,051,567 535,186,134 4,281,489 9,042,585 642,871,540 5,142,972 Tawatsu boxe culvert 40 204 1 Zagon Zaman Dabo - Deck 370 564,688 535,750,822 4,286,007 564,688 643,436,228 5,147,490

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Kataf Doka rehabilitation 3Nos. 2m x Zagon Zaman Dabo - 41 205 2 2m box 370 8,051,567 543,802,389 4,350,419 9,042,585 652,478,813 5,219,831 Kataf Doka 2 culvert 3Nos. 2m x Zagon Kabam - Gidan 42 206 3 2m box 370 8,051,567 551,853,956 4,414,832 9,042,585 661,521,398 5,292,171 Kataf Maga culvert 3Nos. 3m x Mayir-Tari- 43 167 7 Sanga 3m box 370 11,799,416 563,653,372 4,509,227 13,505,805 675,027,203 5,400,218 Ninche culvert 2-span RC Aninka-Sanga 44 171 11 Sanga bridge 370 34,755,952 598,409,324 4,787,275 45,100,000 720,127,203 5,761,018 Road (12.5m) 1No. 2m x Ancha - 45 173 13 Sanga 3m box 370 5,916,459 604,325,783 4,834,606 6,673,605 726,800,808 5,814,406 Anzare Road culvert Dogon Daji- 1-span RC 46 176 16 Sanga Mararaba 370 49,146,429 653,472,212 5,227,778 62,825,000 789,625,808 6,317,006 bridge (18m) Sabon Gida Maitukurwa 2Nos. 1.5m 47 220 10 Makarfi Bridge Mayere x 2m box 370 4,615,335 658,087,547 5,264,700 4,615,335 794,241,143 6,353,929 – Ang Karoti culvert Vented drift 7.5mx22m + Feleke / Dan 48 214 4 Makarfi 3Nos 370 7,949,775 666,037,322 5,328,299 7,949,775 802,190,918 6,417,527 Ayamaka 900mm ø pipe Abamalam / 1No. 2m 49 216 6 Makarfi Nasarawa x3m box 370 5,916,459 671,953,780 5,375,630 6,673,605 808,864,523 6,470,916 Doya culvert 3Nos. 2m x Gidan Sharu / 50 219 9 Makarfi 3m box 370 12,021,879 683,975,659 5,471,805 13,549,425 822,413,948 6,579,312 Mayere culvert 3Nos. 2.5m Bazana / T. 51 226 16 Makarfi x 2.5m box 370 9,903,480 693,879,139 5,551,033 11,389,755 833,803,703 6,670,430 Wada Gubuchi culvert Kushe fada 3Nos. 2m x 52 97 13 Kagarko Kafarma - 3m box 370 11,758,245 705,637,384 5,645,099 11,758,245 845,561,948 6,764,496 Kasabere culvert 53 96 12 Kagarko Kushe fada 2Nos. 2m x 370 7,726,899 713,364,282 5,706,914 8,869,245 854,431,193 6,835,450

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Kafarma - 3m box Kasabere culvert Gidan Kundi - 1No. 2m x 54 106 22 Kagarko shadalafiyia - 2m box 370 4,216,076 717,580,358 5,740,643 4,766,865 859,198,058 6,873,584 Inkojo culvert Gidan Kundi - Increase 55 102 18 Kagarko shadalafiyia - length of 370 9,427,725 727,008,083 5,816,065 9,427,725 868,625,783 6,949,006 Inkojo pipe by 4.5m 2Nos. 2m x Kubacha - 56 92 8 Kagarko 3m box 370 7,726,899 734,734,982 5,877,880 8,869,245 877,495,028 7,019,960 Kushe Fada culvert Gidan Kundi - 3Nos. 2m x 57 101 17 Kagarko shadalafiyia - 2m box 370 8,051,567 742,786,549 5,942,292 9,042,585 886,537,613 7,092,301 Inkojo culvert 2Nos. 2.5mx 2.5m box Kubacha - culvert, + 58 91 7 Kagarko 370 11,123,944 753,910,493 6,031,284 12,673,895 899,211,508 7,193,692 Kushe Fada 2Nos. 900mmø pipe Kushe fada 3Nos. 2m x 59 95 11 Kagarko Kafarma - 3m box 370 12,021,879 765,932,371 6,127,459 13,549,425 912,760,933 7,302,087 Kasabere culvert Gidan Kundi - 1Nos. 2m x 60 100 16 Kagarko shadalafiyia - 2m box 370 4,216,076 770,148,447 6,161,188 4,766,865 917,527,798 7,340,222 Inkojo culvert 3Nos. 2m x 3m box Kubacha - culvert, + 61 90 6 Kagarko 370 15,297,660 785,446,106 6,283,569 17,260,325 934,788,123 7,478,305 Kushe Fada 2Nos. 900mmø pipe Gidan Kundi - 3Nos. 2m x 62 107 23 Kagarko shadalafiyia - 3m box 370 12,021,879 797,467,985 6,379,744 13,549,425 948,337,548 7,586,700 Inkojo culvert 1-span RC Ungwa Fari - 63 54 1 Jama'a bridge 370 27,092,262 824,560,247 6,596,482 35,187,500 983,525,048 7,868,200 Rafindadi (10m) U Pa - Bakin 2Nos. 2m x 64 55 2 Jama'a 370 5,545,016 830,105,263 6,640,842 6,384,705 989,909,753 7,919,278 Kogi - 2m box

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Kaninkon culvert Ungwa 2No. 1.5m x 65 59 6 Jama'a Gwandara 2m box 370 3,899,460 834,004,723 6,672,038 4,615,335 994,525,088 7,956,201 Jagindi culvert 1-span RC Godogodo - 66 58 5 Jama'a bridge 370 21,092,262 855,096,984 6,840,776 27,387,500 1,021,912,588 8,175,301 Nindem (7.5m) 2Nos. 2m x Koko - 2m box, + 67 63 11 Jama'a Kussom - 2Nos 370 8,820,797 863,917,781 6,911,342 10,095,605 1,032,008,193 8,256,066 Mada 900mmø pipes Sambam - 2Nos. 2m x 68 52 7 Jaba Ungwa Zuma - 2m box 370 5,545,016 869,462,797 6,955,702 6,384,705 1,038,392,898 8,307,143 Chori culvert 3Nos. 2m x Kurmi Kogi / 69 301 10 Ikara 3m box 370 12,021,879 881,484,675 7,051,877 13,549,425 1,051,942,323 8,415,539 Dallawal culvert 2-span RC Gangarida / 70 303 12 Ikara bridge 370 34,755,952 916,240,628 7,329,925 45,100,000 1,097,042,323 8,776,339 Kuya (12.5m) Outside 71 237 10 B/Gwari Kirinku scope of 370 916,240,628 7,329,925 1,097,042,323 8,776,339 project Outside 72 236 9 B/Gwari Gwaran Dutse scope of 370 916,240,628 7,329,925 1,097,042,323 8,776,339 project 3Nos. 2m x Ang Kanawa / 73 309 18 Ikara 3m box 365 12,021,879 928,262,506 7,426,100 13,549,425 1,110,591,748 8,884,734 Ang liman culvert Additional 2Nos. 3m x 74 240 13 B/Gwari Rumana 365 9,394,667 937,657,173 7,501,257 10,674,585 1,121,266,333 8,970,131 3m box culvert Additional Lungu- 2Nos. 2m x 75 276 4 Soba Takalafia- 360 5,545,016 943,202,189 7,545,618 6,384,705 1,127,651,038 9,021,208 2m box Rahama culvert Mayir-Tari- 3Nos. 3.5m 76 165 5 Sanga 360 15,877,234 959,079,423 7,672,635 17,817,495 1,145,468,533 9,163,748 Ninche x 3.5m box

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

culvert 2-span RC Maitakama bridge 77 174 14 Sanga 360 67,133,929 1,026,213,352 8,209,707 91,050,000 1,236,518,533 9,892,148 Road (12.5m), L=25m 2Nos. 1.5m Ancha - 78 172 12 Sanga x 2m box 360 3,899,460 1,030,112,812 8,240,902 4,615,335 1,241,133,868 9,929,071 Anzare - Gido culvert Mayir-Tari- 1-span RC 79 168 8 Sanga 360 49,146,429 1,079,259,241 8,634,074 62,825,000 1,303,958,868 10,431,671 Ninche bridge (18m) 3Nos Mayere / Ang. 80 218 8 Makarfi 900mm ø 360 2,171,920 1,081,431,161 8,651,449 2,478,280 1,306,437,148 10,451,497 Lili pipe 3Nos Gangarau / 81 211 1 Makarfi 1200mm ø 360 2,482,470 1,083,913,632 8,671,309 2,843,905 1,309,281,053 10,474,248 Makaurata pipe 2Nos Ba’aman – G. 82 221 11 Makarfi 900mm ø 360 1,833,450 1,085,747,082 8,685,977 2,076,010 1,311,357,063 10,490,857 Dan Beli pipe 3Nos. 2m x U/ Samaila / 83 281 4 Kudan 2m box 360 8,051,567 1,093,798,649 8,750,389 9,042,585 1,320,399,648 10,563,197 Doka culvert 2Nos. 2m x U/Tata / 84 286 9 Kudan 2m box 360 5,545,016 1,099,343,665 8,794,749 6,384,705 1,326,784,353 10,614,275 Makoyi culvert 2Nos. 2.5m 85 290 13 Kudan Garu / Lafia x 2.5m box 360 7,848,163 1,107,191,828 8,857,535 8,962,995 1,335,747,348 10,685,979 culvert Bailey Fadan 2Nos 86 81 7 Kaura Daji - 3.5mx3.5m 360 12,226,089 1,119,417,916 8,955,343 13,657,335 1,349,404,683 10,795,237 Chenchichuong box culvert Outside Chori Makama 87 46 1 Jaba scope of 360 1,119,417,916 8,955,343 1,349,404,683 10,795,237 - K. Musa project 2Nos. 2m x Gimbawa / 88 313 22 Ikara 3m box 360 7,726,899 1,127,144,815 9,017,159 8,869,245 1,358,273,928 10,866,191 Asakale culvert 1No. 2m x Zagon Kamantan - 89 207 4 3m box 355 5,916,459 1,133,061,273 9,064,490 6,673,605 1,364,947,533 10,919,580 Kataf Ashafa road culvert

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

2Nos. 1.5m Janmaramara / 90 293 2 Ikara x 1.5m box 355 3,580,294 1,136,641,568 9,093,133 4,268,655 1,369,216,188 10,953,730 Saulawa culvert 2Nos. 1.5m Saulawa / 91 292 1 Ikara x 1.5m box 355 3,580,294 1,140,221,862 9,121,775 4,268,655 1,373,484,843 10,987,879 Janmaramara culvert 3Nos. 1.5m Janmaramara / 92 295 4 Ikara x 2m box 355 5,668,629 1,145,890,491 9,167,124 6,810,975 1,380,295,818 11,042,367 Saulawa culvert 3Nos. 1.5m Kinkiba-Zanko 93 277 5 Soba x 1.5m box 350 4,180,106 1,150,070,596 9,200,565 5,019,795 1,385,315,613 11,082,525 Tamba culvert Vented drift 7.5mx15m + Zanhu - Kankri 94 178 18 Sanga 2Nos 350 3,701,073 1,153,771,669 9,230,173 3,701,073 1,389,016,686 11,112,133 - Abu 900mm ø pipe 2-span RC Mikunat Sabon 95 75 1 Kaura bridge (10m 350 27,092,262 1,180,863,931 9,446,911 35,187,500 1,424,204,186 11,393,633 Gari - Zakan each) Kushe fada 2-span of 96 98 14 Kagarko Kafarma - 12.5m RC 350 67,133,929 1,247,997,859 9,983,983 91,050,000 1,515,254,186 12,122,033 Kasabere bridge 25m Gidan Kundi - 2-span of 97 103 19 Kagarko shadalafiyia - 12.5m RC 350 67,133,929 1,315,131,788 10,521,054 91,050,000 1,606,304,186 12,850,433 Inkojo bridge 25m Gidan Kundi - 2-span of 98 104 20 Kagarko shadalafiyia - 12.5m RC 350 67,133,929 1,382,265,716 11,058,126 91,050,000 1,697,354,186 13,578,833 Inkojo bridge 25m Gidan Kundi 2-span of 99 105 21 Kagarko Shadalafiyia- 10m RC 350 53,946,429 1,436,212,145 11,489,697 70,062,500 1,767,416,686 14,139,333 Inkojo bridge 20m Sambam - 2-span of 100 53 8 Jaba Ungwa Zuma - 12.5m RC 350 67,133,929 1,503,346,074 12,026,769 91,050,000 1,858,466,686 14,867,733 Chori bridge 25m 2Nos 101 304 13 Ikara Paki Old Road 900mm ø 350 1,833,450 1,505,179,524 12,041,436 2,076,010 1,860,542,696 14,884,342 pipe Ang Ahmadu 2-span of 102 310 19 Ikara 350 67,133,929 1,572,313,453 12,578,508 91,050,000 1,951,592,696 15,612,742 Rufai / Gidan 12.5m RC

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Kolo bridge 25m 3Nos. 2m x Wabai / 103 308 17 Ikara 3m box 350 12,021,879 1,584,335,331 12,674,683 13,549,425 1,965,142,121 15,721,137 Auchan culvert 2Nos 104 305 14 Ikara Paki Old Road 900mm ø 350 1,833,450 1,586,168,782 12,689,350 2,076,010 1,967,218,131 15,737,745 pipe 2Nos. 2m x Nasara / 105 186 2 Giwa 2m box 350 5,545,016 1,591,713,797 12,733,710 6,384,705 1,973,602,836 15,788,823 Balabus culvert 4Nos. 3m x 106 228 1 B/Gwari Chikwarba 3m box 350 18,789,334 1,610,503,132 12,884,025 21,349,170 1,994,952,006 15,959,616 culvert 1Nos. 1.5m Kunkumi / 107 223 13 Makarfi x 2m box 345 3,153,823 1,613,656,955 12,909,256 3,690,855 1,998,642,861 15,989,143 Mayere culvert 3Nos. 1.5m Kunkumi / 108 227 17 Makarfi x 2.0m box 345 5,668,629 1,619,325,583 12,954,605 6,810,975 2,005,453,836 16,043,631 Mayere culvert Saminaka - Outside 109 320 5 Lere Rafin Duhu - scope of 345 1,619,325,583 12,954,605 2,005,453,836 16,043,631 Rimi project 2Nos 2m x 110 76 2 Kaura Bakin Rigia 3m box 345 7,726,899 1,627,052,482 13,016,420 8,869,245 2,014,323,081 16,114,585 culvert 2Nos 1.2mm 111 79 5 Kaura Wuyit dia. Pipe 345 2,162,460 1,629,214,942 13,033,720 2,483,920 2,016,807,001 16,134,456 culvert Sambam - 3Nos. 2m x 112 51 6 Jaba Ungwa Zuma - 2m box 345 8,051,567 1,637,266,509 13,098,132 9,042,585 2,025,849,586 16,206,797 Chori culvert 2Nos. 2m x 113 175 15 Sanga Maitozo Road 2m box 340 5,545,016 1,642,811,525 13,142,492 6,384,705 2,032,234,291 16,257,874 culvert 2-span of Sambe - 114 170 10 Sanga 10m RC 340 53,946,429 1,696,757,954 13,574,064 70,062,500 2,102,296,791 16,818,374 Agamate Rd bridge 20m Outside 115 316 1 Lere Gure - Rewa scope of 340 1,696,757,954 13,574,064 2,102,296,791 16,818,374 project

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

2-span of Kubacha - 116 94 10 Kagarko 12.5m RC 340 67,133,929 1,763,891,882 14,111,135 91,050,000 2,193,346,791 17,546,774 Kushe Fada bridge 25m 2-span of Saulawa / 117 307 16 Ikara 12.5m RC 340 67,133,929 1,831,025,811 14,648,206 91,050,000 2,284,396,791 18,275,174 Kwari Turawa bridge 25m 2-span of Rafin Madara / 118 195 11 Giwa 12.5m RC 340 67,133,929 1,898,159,739 15,185,278 91,050,000 2,375,446,791 19,003,574 Rugoji bridge 25m 3Nos Makarfi / Dan 119 224 14 Makarfi 900mm ø 335 2,171,920 1,900,331,660 15,202,653 2,478,280 2,377,925,071 19,023,401 Ayamaka pipe Bailey Fadan 2Nos 2m x 120 84 10 Kaura Daji - 3m box 335 7,726,899 1,908,058,558 15,264,468 8,869,245 2,386,794,316 19,094,355 Chenchichuong culvert 2Nos. 2.5m U/Tata / 121 285 8 Kudan x 2.5m box 330 7,848,163 1,915,906,721 15,327,254 8,962,995 2,395,757,311 19,166,058 Makoyi culvert 1No. 2m x Kanar Mai 122 10 10 Kubau 3m box 330 5,916,459 1,921,823,180 15,374,585 6,673,605 2,402,430,916 19,219,447 Molo-Banki culvert 2-span of 123 200 16 Giwa Tabobi / Danza 12.5m RC 330 67,133,929 1,988,957,108 15,911,657 91,050,000 2,493,480,916 19,947,847 bridge 25m Ang Lelle 1-span RC 124 194 10 Giwa Doka / Dan 330 41,232,143 2,030,189,251 16,241,514 53,525,000 2,547,005,916 20,376,047 bridge (15m) Magaji Outside Zagon Kamantan - 125 208 5 scope of 325 2,030,189,251 16,241,514 2,547,005,916 20,376,047 Kataf Ashafa project 2-span of Ang. Lili / 126 225 15 Makarfi 12.5m RC 325 67,133,929 2,097,323,180 16,778,585 91,050,000 2,638,055,916 21,104,447 gidan Kanya bridge 25m Maigamo - 1-span RC 127 318 3 Lere 325 27,092,262 2,124,415,442 16,995,324 35,187,500 2,673,243,416 21,385,947 Jankasa bridge (10m) 1- span Pambegwa- 128 11 11 Kubau bridge 325 34,755,952 2,159,171,394 17,273,371 45,100,000 2,718,343,416 21,746,747 Dan Maliki (12.5m) K/ Wali South 2Nos. 129 284 7 Kudan 320 2,162,460 2,161,333,855 17,290,671 2,483,920 2,720,827,336 21,766,619 / Taba 1200mm ø

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

pipe 2-span of Taban Sani / 130 287 10 Kudan 12.5m RC 320 67,133,929 2,228,467,783 17,827,742 91,050,000 2,811,877,336 22,495,019 Kudan bridge 25m 2Nos. U/Kanawa / 131 280 3 Kudan 1200mm ø 320 2,162,460 2,230,630,244 17,845,042 2,483,920 2,814,361,256 22,514,890 Maaji pipe Kanar Mai 3Nos. 1.5m 132 3 3 Kubau Molo-Leren x 2m box 320 5,668,629 2,236,298,872 17,890,391 6,810,975 2,821,172,231 22,569,378 Dutse culvert 2Nos. 2m x Mah - 133 2 2 Kubau 2m box 320 5,545,016 2,241,843,888 17,934,751 6,384,705 2,827,556,936 22,620,455 Nasarawa mah culvert Kanar Mai 2Nos. 1.5m 134 8 8 Kubau Molo-Banki- x 2m box 320 3,899,460 2,245,743,348 17,965,947 4,615,335 2,832,172,271 22,657,378 Zanzanri culvert Kanar Mai 1No. 1.5m x Molo-Banki- 135 9 9 Kubau 2m box 320 3,153,823 2,248,897,171 17,991,177 3,690,855 2,835,863,126 22,686,905 Zanzanri- Farar culvert hula Vented dritf Kanar Mai with 4Nos 136 4 4 Kubau Molo-Leren 320 8,288,500 2,257,185,671 18,057,485 8,288,500 2,844,151,626 22,753,213 900mm ø Dutse pipe Daddu - Railing and 137 50 5 Jaba 320 5,000,000 2,262,185,671 18,097,485 5,000,000 2,849,151,626 22,793,213 Tsakiya Road wing walls Outside 138 306 15 Ikara Paki Old Road scope of 320 2,262,185,671 18,097,485 2,849,151,626 22,793,213 project 2-span of Sabon Fili / 139 202 18 Giwa 12.5m RC 320 67,133,929 2,329,319,599 18,634,557 91,050,000 2,940,201,626 23,521,613 Bula bridge 25m 2-span of Sabon Fili / 140 203 19 Giwa 12.5m RC 320 67,133,929 2,396,453,528 19,171,628 91,050,000 3,031,251,626 24,250,013 Bula bridge 25m Bailey Fadan Outside 141 80 6 Kaura Daji - scope of 315 2,396,453,528 19,171,628 3,031,251,626 24,250,013 Chenchichuong project Outside 142 57 4 Jama'a Zauru road 315 2,396,453,528 19,171,628 3,031,251,626 24,250,013 scope of

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

project 2-span of U/Jarmai / 143 288 11 Kudan 12.5m RC 310 67,133,929 2,463,587,456 19,708,700 91,050,000 3,122,301,626 24,978,413 Danbami bridge 25m 4Nos. 3m x Tashan adamu- 144 1 1 Kubau 3m box 310 18,789,334 2,482,376,791 19,859,014 21,349,170 3,143,650,796 25,149,206 Gedege culvert Kubacha- Replace 145 109 25 Kagarko Kussam I- deck 310 5,000,000 2,487,376,791 19,899,014 5,000,000 3,148,650,796 25,189,206 Kuchi members Fadama Increase 146 243 3 Kajuru Kororo- length of 305 1,113,270 2,488,490,061 19,907,920 1,113,270 3,149,764,066 25,198,113 Kutura-Maro pipe by 4.5m 1No. 2m x Zagon Zonkwa - 147 209 6 3m box 300 5,916,459 2,494,406,519 19,955,252 6,673,605 3,156,437,671 25,251,501 Kataf Ramai rd culvert 2-span of Feleke / Dan 148 215 5 Makarfi 12.5m RC 300 67,133,929 2,561,540,448 20,492,324 91,050,000 3,247,487,671 25,979,901 Ayamaka bridge 25m Kanar Mai 3Nos. 3m x 149 6 6 Kubau Molo-Banki- 3m box 300 11,799,416 2,573,339,864 20,586,719 13,505,805 3,260,993,476 26,087,948 Ung Yerima culvert Kanar Mai 3Nos. 2.5m 150 7 7 Kubau Molo-Banki- x 2.5m box 300 9,903,480 2,583,243,344 20,665,947 11,389,755 3,272,383,231 26,179,066 Wagaho culvert 2-span of 151 159 25 Kauru 12.5m RC 300 67,133,929 2,650,377,272 21,203,018 91,050,000 3,363,433,231 26,907,466 bridge 25m Fadama Outside 152 244 4 Kajuru Kororo- scope of 300 2,650,377,272 21,203,018 3,363,433,231 26,907,466 Kutura-Maro project 2-span of Maraba Iri-Iri 153 247 7 Kajuru 12.5m RC 300 67,133,929 2,717,511,201 21,740,090 91,050,000 3,454,483,231 27,635,866 Station Maro bridge 25m Outside Zagon Magwafan - 154 210 7 scope of 295 2,717,511,201 21,740,090 3,454,483,231 27,635,866 Kataf Gidan Zaki project Outside Rahaman 155 217 7 Makarfi scope of 295 2,717,511,201 21,740,090 3,454,483,231 27,635,866 Durun project

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Minor repair U/Kanawa / and 156 279 2 Kudan 295 1,000,000 2,718,511,201 21,748,090 1,000,000 3,455,483,231 27,643,866 Maaji protection works Anchau- 1No. 1.5m x 157 13 13 Kubau Pamgwani - 2m box 295 3,153,823 2,721,665,024 21,773,320 3,690,855 3,459,174,086 27,673,393 Gadas culvert Sabon Gari- 3Nos.3m x 158 137 3 Kauru kauru-makau 3m box 295 15,877,234 2,737,542,258 21,900,338 17,817,495 3,476,991,581 27,815,933 saleh culvert Sabon-Tasha- 2Nos.2m x 159 138 4 Kauru Kauru- 3m box 295 7,726,899 2,745,269,156 21,962,153 8,869,245 3,485,860,826 27,886,887 Maguzawa culvert 2Nos. 1.5m x 2m box + Maraban 160 242 2 Kajuru 4Nos 295 10,451,022 2,755,720,178 22,045,761 12,037,135 3,497,897,961 27,983,184 Kajuru-Tantatu 900mm ø pipe Gidan Kundi - 161 99 15 Kagarko shadalafiyia - No work 295 2,755,720,178 22,045,761 3,497,897,961 27,983,184 Inkojo Kubacha- 162 108 24 Kagarko Kussam I- No work 295 2,755,720,178 22,045,761 3,497,897,961 27,983,184 Kuchi 2-span of Yakawada / 163 187 3 Giwa 12.5m RC 295 67,133,929 2,822,854,107 22,582,833 91,050,000 3,588,947,961 28,711,584 Aginsawa bridge 25m Outside Tudai - Lazuru 164 317 2 Lere scope of 290 2,822,854,107 22,582,833 3,588,947,961 28,711,584 - Saminaka project 2-span of 165 289 12 Kudan Jaja / Musawa 12.5m RC 290 67,133,929 2,889,988,036 23,119,904 91,050,000 3,679,997,961 29,439,984 bridge 25m Outside Kwassam- 166 154 20 Kauru scope of 290 2,889,988,036 23,119,904 3,679,997,961 29,439,984 Kibangari project Outside Warfi - 167 152 18 Kauru scope of 290 2,889,988,036 23,119,904 3,679,997,961 29,439,984 Kamaru project 168 149 15 Kauru Rahama - Outside 290 2,889,988,036 23,119,904 3,679,997,961 29,439,984

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Kigum scope of project Outside Raminkura - 169 147 13 Kauru scope of 290 2,889,988,036 23,119,904 3,679,997,961 29,439,984 Kabene project Kwassam - 1-Span 170 146 12 Kauru 290 41,232,143 2,931,220,178 23,449,761 53,525,000 3,733,522,961 29,868,184 Kinugu Gida bridge (15m) 2-span of Maraban 171 245 5 Kajuru 12.5m RC 290 67,133,929 2,998,354,107 23,986,833 91,050,000 3,824,572,961 30,596,584 Kachia-Aduma bridge 25m 2-span of Ang. Barau / 172 302 11 Ikara 12.5m RC 290 67,133,929 3,065,488,036 24,523,904 91,050,000 3,915,622,961 31,324,984 Katsalle bridge 25m Koko - 173 62 10 Jama'a Kussom - No work 285 3,065,488,036 24,523,904 3,915,622,961 31,324,984 Mada Outside Gidan waya - 174 56 3 Jama'a scope of 285 3,065,488,036 24,523,904 3,915,622,961 31,324,984 Hayin Gada project 2-span of Yakawada / 175 188 4 Giwa 12.5m RC 285 67,133,929 3,132,621,964 25,060,976 91,050,000 4,006,672,961 32,053,384 Iyatawa bridge 25m 2-span of ABU Linking 176 199 15 Giwa 12.5m RC 280 67,133,929 3,199,755,893 25,598,047 91,050,000 4,097,722,961 32,781,784 Panhanya bridge 25m 2-span of Idasu / Ang 177 190 6 Giwa 12.5m RC 280 67,133,929 3,266,889,821 26,135,119 91,050,000 4,188,772,961 33,510,184 Sarki Pada bridge 25m Sabon Gari- 3Nos.2m x 178 136 2 Kauru kauru-makau 3m box 275 12,021,879 3,278,911,700 26,231,294 13,549,425 4,202,322,386 33,618,579 saleh culvert 3Nos.2m x Dan Daura- 179 141 7 Kauru 3m box 275 12,021,879 3,290,933,578 26,327,469 13,549,425 4,215,871,811 33,726,974 Ung Alhaji culvert Sabon Gari- 2Nos.2m x 180 135 1 Kauru Kauru-Makau 3m box 275 12,021,879 3,302,955,457 26,423,644 13,549,425 4,229,421,236 33,835,370 Saleh culvert Kushe 181 89 5 Kagarko No work 275 3,302,955,457 26,423,644 4,229,421,236 33,835,370 Makaranta 182 319 4 Lere Kayarda - 3Nos. 2m x 270 12,021,879 3,314,977,336 26,519,819 13,549,425 4,242,970,661 33,943,765

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Goron - Dutse 3m box culvert 3Nos. 2m x 183 150 16 Kauru Pari-Rahama 3m box 270 12,021,879 3,326,999,214 26,615,994 13,549,425 4,256,520,086 34,052,161 culvert 3Nos. 2m x Kamaru-kiza 184 151 17 Kauru 3m box 270 12,021,879 3,339,021,093 26,712,169 13,549,425 4,270,069,511 34,160,556 koro culvert 4Nos. 2m x Warfi - 185 153 19 Kauru 3m box 270 15,453,797 3,354,474,890 26,835,799 17,738,490 4,287,808,001 34,302,464 Kamaru culvert 4Nos.3m x Kwassam - 186 144 10 Kauru 3m box 270 18,789,334 3,373,264,224 26,986,114 21,349,170 4,309,157,171 34,473,257 Kinugu Gida culvert 2Nos. 2m x Kwassam - 187 145 11 Kauru 2m box 270 5,545,016 3,378,809,240 27,030,474 6,384,705 4,315,541,876 34,524,335 Kinugu Gida culvert Outside kudandan / 188 201 17 Giwa scope of 270 3,378,809,240 27,030,474 4,315,541,876 34,524,335 Ayin Mallam project Turawa- Outside Makaralemu- 189 275 3 Soba scope of 265 3,378,809,240 27,030,474 4,315,541,876 34,524,335 Sabon Gari project Kurmi 2-span of Tafida / Ang 190 222 12 Makarfi 12.5m RC 265 67,133,929 3,445,943,168 27,567,545 91,050,000 4,406,591,876 35,252,735 Yero bridge 25m 2Nos. 1.5m Maraba Warsa 191 323 8 Lere x 2m box 265 4,615,335 3,450,558,503 27,604,468 4,615,335 4,411,207,211 35,289,658 - Piti culvert Mararaba - 2Nos. 1.5m 192 322 7 Lere Arande - x 2m box 265 4,615,335 3,455,173,838 27,641,391 4,615,335 4,415,822,546 35,326,580 Warsa Piti culvert Minor repair and 193 291 14 Kudan Zabi / Kudan 265 4,000,000 3,459,173,838 27,673,391 4,000,000 4,419,822,546 35,358,580 protection works 2-span of Dma Kasuwa- 194 160 26 Kauru 12.5m RC 265 67,133,929 3,526,307,767 28,210,462 91,050,000 4,510,872,546 36,086,980 Izum Kazari bridge 25m

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Outside Kubacha - 195 93 9 Kagarko scope of 265 3,526,307,767 28,210,462 4,510,872,546 36,086,980 Kushe Fada project Daddu - Kurmi Appropriatly 196 48 3 Jaba 265 6,000,000 3,532,307,767 28,258,462 6,000,000 4,516,872,546 36,134,980 Zomo - Kyari maintained Outside Tasan Shari / 197 192 8 Giwa scope of 265 3,532,307,767 28,258,462 4,516,872,546 36,134,980 Hayan Kanwa project Outside Makarfi / 198 212 2 Makarfi scope of 260 3,532,307,767 28,258,462 4,516,872,546 36,134,980 Tamowa project Bailey Fadan 3Nos. 199 82 8 Kaura Daji - 2mx3m box 260 12,021,879 3,544,329,646 28,354,637 13,549,425 4,530,421,971 36,243,376 Chenchichuong culvert Bailey Fadan 2Nos. 200 83 9 Kaura Daji - 2mx2m box 260 5,545,016 3,549,874,661 28,398,997 6,384,705 4,536,806,676 36,294,453 Chenchichuong culvert 3Nos. 1.5m x 2m box + Danbagudu- 201 246 6 Kajuru 2Nos 255 9,293,030 3,559,167,691 28,473,342 10,895,495 4,547,702,171 36,381,617 Afago 1200mm ø pipe 1-span RC Maraban 202 241 1 Kajuru bridge 255 34,755,952 3,593,923,643 28,751,389 45,100,000 4,592,802,171 36,742,417 Kajuru-Tantatu (12.5m) Outside Ang. Lili / 203 299 8 Ikara scope of 255 3,593,923,643 28,751,389 4,592,802,171 36,742,417 Gidan kare project Outside Janmaramara / 204 294 3 Ikara scope of 250 3,593,923,643 28,751,389 4,592,802,171 36,742,417 Saulawa project Kuzai- Outside 205 273 1 Soba Nasarawan scope of 245 3,593,923,643 28,751,389 4,592,802,171 36,742,417 Doya project 3Nos. 2m x 206 161 1 Sanga Raga Rd 2m box 245 8,051,567 3,601,975,210 28,815,802 9,042,585 4,601,844,756 36,814,758 culvert 2Nos. 1.5m Garu - Baban 207 324 9 Lere x 2m box 245 3,899,460 3,605,874,670 28,846,997 4,615,335 4,606,460,091 36,851,681 Fadama Rd culvert

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

2Nos. 1.5m Garun kurama- 208 325 10 Lere x 2m box 245 3,899,460 3,609,774,130 28,878,193 4,615,335 4,611,075,426 36,888,603 FadanKahugu culvert 3Nos. 1.5m x 2m box + Kayarde - 209 321 6 Lere 2Nos 245 8,944,410 3,618,718,540 28,949,748 10,521,875 4,621,597,301 36,972,778 Goron Dutse 900mm ø pipe 3Nos. 2m x Kaura Dawa - 210 158 24 Kauru 3m box 245 12,021,879 3,630,740,418 29,045,923 13,549,425 4,635,146,726 37,081,174 Ibada culvert 3Nos. 2m x Dama kasawa- 211 155 21 Kauru 3m box 245 12,021,879 3,642,762,297 29,142,098 13,549,425 4,648,696,151 37,189,569 Baduru culvert 2Nos.2m x Kwassam - 212 143 9 Kauru 3m box 245 7,726,899 3,650,489,196 29,203,914 8,869,245 4,657,565,396 37,260,523 Kinugu Gida culvert 3Nos. 2m x Kaura Dawa - 213 157 23 Kauru 3m box 245 12,021,879 3,662,511,074 29,300,089 13,549,425 4,671,114,821 37,368,919 Ibada culvert 2Nos. 214 148 14 Kauru Bityal 900mmø 245 1,833,450 3,664,344,525 29,314,756 2,076,010 4,673,190,831 37,385,527 pipe Ung Rana 3Nos. 3m x 215 249 9 Kajuru kufana- Rafin 3m box 245 11,799,416 3,676,143,940 29,409,152 13,505,805 4,686,696,636 37,493,573 Kunu culvert 2-span of Kadage- 216 156 22 Kauru 12.5m RC 240 67,133,929 3,743,277,869 29,946,223 91,050,000 4,777,746,636 38,221,973 Galadimawa bridge 25m 3Nos. Bayan Loko - 217 60 7 Jama'a 1.2mm dia. 240 2,482,470 3,745,760,339 29,966,083 2,843,905 4,780,590,541 38,244,724 Zukwa Rd Pipe Outside 218 78 4 Kaura Dusaigada scope of 235 3,745,760,339 29,966,083 4,780,590,541 38,244,724 project 219 120 8 Kachia Gidan Ma'aji No work 235 3,745,760,339 29,966,083 4,780,590,541 38,244,724 Anhau- 2Nos. 220 12 12 Kubau Haskiya-Ung 900mmø 230 1,833,450 3,747,593,790 29,980,750 2,076,010 4,782,666,551 38,261,332 Gata pipe 221 139 5 Kauru Kauru- Outside 230 3,747,593,790 29,980,750 4,782,666,551 38,261,332

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Madachi scope of project 2Nos.1.5m x Yarbung- 222 127 15 Kachia 1.5m box 230 3,580,294 3,751,174,084 30,009,393 4,268,655 4,786,935,206 38,295,482 Magajiram culvert 2Nos. Kwafan Kwara 223 35 22 Igabi 900mmø 220 1,833,450 3,753,007,535 30,024,060 2,076,010 4,789,011,216 38,312,090 - Joga - Likora pipes 2Nos. Kwafan Kwara 224 34 21 Igabi 900mmø 220 1,833,450 3,754,840,985 30,038,728 2,076,010 4,791,087,226 38,328,698 - Joga - Likora pipes Birnin Yero - No structre 225 29 16 Igabi 220 3,754,840,985 30,038,728 4,791,087,226 38,328,698 Kwarau - Tami neede ? nil 10Nos. Birnin Yero - 900mmø 226 30 17 Igabi 220 16,378,905 3,771,219,890 30,169,759 18,554,500 4,809,641,726 38,477,134 Kwarau - Tami pipes @ 10m c/c 2Nos. 2m x Birnin Yero - 227 28 15 Igabi 2m box 220 5,545,016 3,776,764,906 30,214,119 6,384,705 4,816,026,431 38,528,211 Kwarau - Tami culvert 2Nos. Kwafan Kwara 228 33 20 Igabi 900mmø 220 1,833,450 3,778,598,356 30,228,787 2,076,010 4,818,102,441 38,544,820 - Joga - Likora pipes Outside Magada- 229 274 2 Soba scope of 215 3,778,598,356 30,228,787 4,818,102,441 38,544,820 s/Birni-Richifa project Kanar Mai Outside 230 5 5 Kubau Molo-Leren scope of 215 3,778,598,356 30,228,787 4,818,102,441 38,544,820 Dutse-Pah project Minor repair Kasuwa and 231 248 8 Kajuru Magani- 215 4,000,000 3,782,598,356 30,260,787 4,000,000 4,822,102,441 38,576,820 protection Rimau-Kalla works Urban, Bayan Loko - outside 232 61 8 Jama'a 215 3,782,598,356 30,260,787 4,822,102,441 38,576,820 Zukwa Rd scope of project Nagoyi- 233 250 1 Zaria No work 210 3,782,598,356 30,260,787 4,822,102,441 38,576,820 A/Kaya 234 251 2 Zaria Nagoyi- No work 210 3,782,598,356 30,260,787 4,822,102,441 38,576,820

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

A/Kaya Baban Abu- Open drift 235 271 22 Zaria 210 1,625,063 3,784,223,418 30,273,787 1,625,063 4,823,727,503 38,589,820 R/Gora 7.5m x 15m Gyellesu- 236 254 5 Zaria No work 210 3,784,223,418 30,273,787 4,823,727,503 38,589,820 A/Malamai 3Nos. 3m Maganda- 237 270 21 Zaria x3m Box 210 11,799,416 3,796,022,834 30,368,183 13,505,805 4,837,233,308 38,697,866 Sabon Birni culvert 3Nos. 1.5m Dambo-Rafin 238 252 3 Zaria x 1.5m box 210 4,180,106 3,800,202,940 30,401,624 5,019,795 4,842,253,103 38,738,025 Giwa culvert Open drift 239 272 23 Zaria Dakace-R/Gura 210 1,841,738 3,802,044,677 30,416,357 1,841,738 4,844,094,841 38,752,759 7.5m x 17m K/Doka- 3Nos900mm 240 255 6 Zaria 210 2,171,920 3,804,216,598 30,433,733 2,478,280 4,846,573,121 38,772,585 Magume ø pipe Gyellesu- 241 253 4 Zaria No work 210 3,804,216,598 30,433,733 4,846,573,121 38,772,585 A/Maigwado 3Nos. 3m x 242 115 3 Kachia Aburon 3m box 210 11,799,416 3,816,016,014 30,528,128 13,505,805 4,860,078,926 38,880,631 culvert 3Nos. 3m x 243 113 1 Kachia Kabode 3m box 210 11,799,416 3,827,815,429 30,622,523 13,505,805 4,873,584,731 38,988,678 culvert 3Nos. 3m x 244 114 2 Kachia Banikanwa 3m box 210 11,799,416 3,839,614,845 30,716,919 13,505,805 4,887,090,536 39,096,724 culvert 40m x 7.5m 245 119 7 Kachia Doka-Akilibu 210 4,333,500 3,843,948,345 30,751,587 4,333,500 4,891,424,036 39,131,392 open drift 3Nos. 2m x Awon - 246 121 9 Kachia 2m box 210 8,051,567 3,851,999,912 30,815,999 9,042,585 4,900,466,621 39,203,733 Aquando culvert 3Nos. 2m x Awon - 247 122 10 Kachia 2m box 210 8,051,567 3,860,051,479 30,880,412 9,042,585 4,909,509,206 39,276,074 Aquando culvert 3Nos. 2m x Awon - 248 123 11 Kachia 2m box 210 8,051,567 3,868,103,046 30,944,824 9,042,585 4,918,551,791 39,348,414 Aquando culvert 3Nos. 2m x Awon - 249 124 12 Kachia 2m box 210 8,051,567 3,876,154,614 31,009,237 9,042,585 4,927,594,376 39,420,755 Aquando culvert

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

3Nos.1.5m x 250 125 13 Kachia Dangalmi 2m box 210 5,668,629 3,881,823,242 31,054,586 6,810,975 4,934,405,351 39,475,243 culvert 3Nos. 3m x 251 116 4 Kachia Mai Ido 3m box 210 11,799,416 3,893,622,658 31,148,981 13,505,805 4,947,911,156 39,583,289 culvert Magajiram- 252 128 16 Kachia No work 210 3,893,622,658 31,148,981 4,947,911,156 39,583,289 Walijo Replace timber deck 253 129 17 Kachia Walijo bridge 210 3,000,000 3,896,622,658 31,172,981 3,000,000 4,950,911,156 39,607,289 with RC deck 3Nos.2m x 254 130 18 Kachia Insane-Itah 2m box 210 8,051,567 3,904,674,225 31,237,394 9,042,585 4,959,953,741 39,679,630 culvert Open drift K/Mazuga- 255 131 19 Kachia 7.5m x 50m 210 5,416,875 3,910,091,100 31,280,729 5,416,875 4,965,370,616 39,722,965 nasarawa long Nasarawa- 1-Span 256 132 20 Kachia 210 41,232,143 3,951,323,243 31,610,586 53,525,000 5,018,895,616 40,151,165 Adege bridge (15m) Dandan- 257 126 14 Kachia No work 210 3,951,323,243 31,610,586 5,018,895,616 40,151,165 Yarbung 3Nos.2m x AMagani- 258 133 21 Kachia 2m box 210 8,051,567 3,959,374,810 31,674,998 9,042,585 5,027,938,201 40,223,506 Ugaude culvert 3Nos.2m x AMagani- 259 134 22 Kachia 2m box 210 8,051,567 3,967,426,377 31,739,411 9,042,585 5,036,980,786 40,295,846 Ugaude culvert 2Nos. 1.5m Faring Ruwa - 260 32 19 Igabi x 1.5m box 210 3,580,294 3,971,006,671 31,768,053 4,268,655 5,041,249,441 40,329,996 Kuzizigi culvert 2Nos. 1.5m Tsohon Yelwa 261 31 18 Igabi x 1.5m box 210 3,580,294 3,974,586,966 31,796,696 4,268,655 5,045,518,096 40,364,145 - Farin Ruwa culvert Igabi - Kemfa - 2Nos. A/Dano - Baku 262 45 32 Igabi 900mmø 210 1,833,450 3,976,420,416 31,811,363 2,076,010 5,047,594,106 40,380,753 - Sayawa - pipes Wudaza Igabi - Kemfa - 263 44 31 Igabi No work 210 3,976,420,416 31,811,363 5,047,594,106 40,380,753 A/Dano - Baku

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

- Sayawa - Wudaza Igabi - Kemfa - A/Dano - Baku 264 43 30 Igabi No work 210 3,976,420,416 31,811,363 5,047,594,106 40,380,753 - Sayawa - Wudaza Kemfa - 2Nos. 2m x A/Dano - Baku 265 42 29 Igabi 2m box 210 5,545,016 3,981,965,432 31,855,723 6,384,705 5,053,978,811 40,431,830 - Sayawa - culvert Wadaza 5Nos. Kwafan Kwara 900mmø 266 40 27 Igabi 210 8,189,452 3,990,154,884 31,921,239 9,277,250 5,063,256,061 40,506,048 - Joga - Likora pipes @ 24m c/c 2Nos. Kwafan Kwara 267 39 26 Igabi 1200mmø 210 2,162,460 3,992,317,345 31,938,539 2,483,920 5,065,739,981 40,525,920 - Joga - Likora pipes 2Nos. 1.5m Kwafan Kwara 268 38 25 Igabi x 1.5m box 210 3,580,294 3,995,897,639 31,967,181 4,268,655 5,070,008,636 40,560,069 - Joga - Likora culvert 10Nos. Kwafan Kwara 900mmø 269 36 23 Igabi 210 16,378,905 4,012,276,544 32,098,212 18,554,500 5,088,563,136 40,708,505 - Joga - Likora pipes @ 30m c/c 10Nos. Kwafan Kwara 900mmø 270 37 24 Igabi 210 18,554,500 4,030,831,044 32,246,648 18,554,500 5,107,117,636 40,856,941 - Joga - Likora pipes @ 20m c/c Igabi - Kemfa - NA outside A/Dano - Baku 271 41 28 Igabi scope of 210 4,030,831,044 32,246,648 5,107,117,636 40,856,941 - Sayawa - project Wudaza 272 65 2 Chikun Udawa-Rimi No work 210 4,030,831,044 32,246,648 5,107,117,636 40,856,941 273 74 11 Chikun Rido - Kashabo nil 210 4,030,831,044 32,246,648 5,107,117,636 40,856,941 274 73 10 Chikun Rido - Kashabo nil 210 4,030,831,044 32,246,648 5,107,117,636 40,856,941 275 72 9 Chikun Rido - Kashabo nil 210 4,030,831,044 32,246,648 5,107,117,636 40,856,941 276 70 7 Chikun Udawa-Rimi 210 4,030,831,044 32,246,648 5,107,117,636 40,856,941 2Nos. 2m x 277 69 6 Chikun Udawa-Rimi 3m box 210 7,726,899 4,038,557,942 32,308,464 8,869,245 5,115,986,881 40,927,895 culvert

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

3Nos. 2m x 278 68 5 Chikun Udawa-Rimi 3m box 210 8,051,567 4,046,609,510 32,372,876 9,042,585 5,125,029,466 41,000,236 culvert 3Nos. 3m x 279 66 3 Chikun Udawa-Rimi 3m box 210 11,799,416 4,058,408,925 32,467,271 13,505,805 5,138,535,271 41,108,282 culvert 2Nos. 2m x 280 64 1 Chikun Udawa-Rimi 2m box 210 5,545,016 4,063,953,941 32,511,632 6,384,705 5,144,919,976 41,159,360 culvert 2Nos. 2m x 281 67 4 Chikun Udawa-Rimi 2m box 210 5,545,016 4,069,498,957 32,555,992 6,384,705 5,151,304,681 41,210,437 culvert 2Nos. 2m x 282 47 2 Jaba Keffi - Kaf. 2m box 205 5,545,016 4,075,043,972 32,600,352 6,384,705 5,157,689,386 41,261,515 culvert 2-span of Swanta - 283 77 3 Kaura 12.5m RC 200 67,133,929 4,142,177,901 33,137,423 91,050,000 5,248,739,386 41,989,915 Kongu bridge 25m Outside Gidan Tsamiya 284 311 20 Ikara scope of 200 4,142,177,901 33,137,423 5,248,739,386 41,989,915 / Ikara project Birnin Yero - 285 27 14 Igabi Raise Drift 200 4,000,000 4,146,177,901 33,169,423 4,000,000 5,252,739,386 42,021,915 Kwarau - Tami Rigachikun - 1No. 286 23 10 Igabi V/Tatau - 1200mmø 200 1,812,200 4,147,990,101 33,183,921 2,042,260 5,254,781,646 42,038,253 Zaure pipe 3Nos. 3.5m Rigachikun - 287 24 11 Igabi x 3.5m box 200 15,877,234 4,163,867,336 33,310,939 17,817,495 5,272,599,141 42,180,793 V/Tatau - culvert Hayin 2Nos. 3.5m Danmani - 288 26 13 Igabi x 3.5m box 200 12,226,089 4,176,093,424 33,408,747 13,657,335 5,286,256,476 42,290,052 Gadan Toro culvert Toro 2Nos. 1.5m Gadan Gayan - 289 18 5 Igabi x 1.5m box 200 3,580,294 4,179,673,719 33,437,390 4,268,655 5,290,525,131 42,324,201 A/Isa - Ligara culvert Rigachikun - 290 22 9 Igabi V/Tatau - only rip rap 200 1,000,000 4,180,673,719 33,445,390 1,000,000 5,291,525,131 42,332,201 Zaure 291 21 8 Igabi Rigachikun - 2Nos. 200 1,833,450 4,182,507,169 33,460,057 2,076,010 5,293,601,141 42,348,809

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

U/Tatau - 900mmø Zaure pipe Gadan Gayan - 292 20 7 Igabi nil 200 4,182,507,169 33,460,057 5,293,601,141 42,348,809 A/Isa - Ligara 2Nos. 1.5m Gadan Gayan - 293 19 6 Igabi x 1.5m box 200 3,580,294 4,186,087,463 33,488,700 4,268,655 5,297,869,796 42,382,958 A/Isa - Ligara culvert 3Nos. 1.5m Gadan Gayan - 294 16 3 Igabi x 1.5m box 200 4,180,106 4,190,267,569 33,522,141 5,019,795 5,302,889,591 42,423,117 A/Isa - Ligara culvert Gadan Gayan - 3Nos. 1.5m 295 15 2 Igabi A/Isa - Ligara x 1.5m box 200 4,180,106 4,194,447,675 33,555,581 5,019,795 5,307,909,386 42,463,275 Rd culvert Gadan Gayan - 3Nos. 1.5m 296 14 1 Igabi A/Isa - Ligara x 1.5m box 200 4,180,106 4,198,627,781 33,589,022 5,019,795 5,312,929,181 42,503,433 Rd culvert 3Nos. 1.5m Gadan Gayan - 297 17 4 Igabi x 1.5m box 200 5,019,795 4,203,647,576 33,629,181 5,019,795 5,317,948,976 42,543,592 A/Isa - Ligara culvert Outside Rafin Rimi- 298 140 6 Kauru scope of 190 4,203,647,576 33,629,181 5,317,948,976 42,543,592 Kabari project Outside Dan Daura- 299 142 8 Kauru scope of 190 4,203,647,576 33,629,181 5,317,948,976 42,543,592 Makamii project 300 259 10 Zaria K/Kona-Aba No work 185 4,203,647,576 33,629,181 5,317,948,976 42,543,592 Pampo Rufai- 301 269 20 Zaria No work 185 4,203,647,576 33,629,181 5,317,948,976 42,543,592 Kampani 2Nos. 1.5m Rafin Albasa- 302 256 7 Zaria x1.5m Box 185 3,580,294 4,207,227,870 33,657,823 4,268,655 5,322,217,631 42,577,741 Gwargwaje culvert 303 257 8 Zaria Kaura-Amanu No work 185 4,207,227,870 33,657,823 5,322,217,631 42,577,741 Albarkawa- 304 258 9 Zaria No work 185 4,207,227,870 33,657,823 5,322,217,631 42,577,741 R/Kambari Panwanki- 305 268 19 Zaria No work 185 4,207,227,870 33,657,823 5,322,217,631 42,577,741 Alhazawa A/Dankali- 306 267 18 Zaria No work 185 4,207,227,870 33,657,823 5,322,217,631 42,577,741 Kufena 3Nos. 1.5m 307 266 17 Zaria Gabari-Jama'a 185 5,668,629 4,212,896,498 33,703,172 6,810,975 5,329,028,606 42,632,229 x 2m Box

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

culvert Kako- 308 262 13 Zaria No work 185 4,212,896,498 33,703,172 5,329,028,606 42,632,229 Damanko K/Gayan- 309 260 11 Zaria No work 185 4,212,896,498 33,703,172 5,329,028,606 42,632,229 Zakara 3Nos. 1.5m 310 265 16 Zaria Zura-Dorayi x 2m Box 185 5,668,629 4,218,565,127 33,748,521 6,810,975 5,335,839,581 42,686,717 culvert Open drift 311 264 15 Zaria Zura-Dorayi 185 3,000,000 4,221,565,127 33,772,521 3,000,000 5,338,839,581 42,710,717 7.5m x 10m 6Nos. Zakara- 312 263 14 Zaria 900mm ø 185 9,827,343 4,231,392,470 33,851,140 11,132,700 5,349,972,281 42,799,778 Damanko pipe Outside Ung. Karuwai / 313 298 7 Ikara scope of 180 4,231,392,470 33,851,140 5,349,972,281 42,799,778 Yaka Mallam project Outside Gada M. 314 297 6 Ikara scope of 180 4,231,392,470 33,851,140 5,349,972,281 42,799,778 Sambo project Outside Secretariat / 315 296 5 Ikara scope of 180 4,231,392,470 33,851,140 5,349,972,281 42,799,778 Kwassallawa project Daddu - Kurmi 316 49 4 Jaba No work 175 4,231,392,470 33,851,140 5,349,972,281 42,799,778 Zomo - Kyari Kako- 317 261 12 Zaria No work 160 4,231,392,470 33,851,140 5,349,972,281 42,799,778 Damanko 2Nos. 2m x Sabon 318 183 3 Layin Zomo 2m box 130 5,545,016 4,236,937,486 33,895,500 6,384,705 5,356,356,986 42,850,856 Gari culvert 1 cell Sabon 319 182 2 Rafin Sidi 900mm ø 130 1,637,890 4,238,575,376 33,908,603 1,855,450 5,358,212,436 42,865,699 Gari pipe 1 cell Sabon 320 184 4 Dan Awaki 900mm ø 130 1,637,890 4,240,213,266 33,921,706 1,855,450 5,360,067,886 42,880,543 Gari pipe Hayin guard rail 321 25 12 Igabi Danmani - 125 3,000,000 4,243,213,266 33,945,706 3,000,000 5,363,067,886 42,904,543 and parapets G/Toro Toro Sabon 1-span RC 322 181 1 Hayin Ojo 120 27,092,262 4,270,305,528 34,162,444 35,187,500 5,398,255,386 43,186,043 Gari bridge (10m)

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

Rec Cum. Cum. LGA Cum. Cost Cum. Cost Rank ID LGA Route/Site Structure Score Cost (N) Cost USD Cost (N) Cost USD Ref. (N) (N) Type (=125 N) (=125 N) 8m structure width 10.5m structure width

Outside Abuja Rd- 323 326 1 Kaduna scope of 100 4,270,305,528 34,162,444 5,398,255,386 43,186,043 Sabon Kawo project Outside Kawo-Rafin 324 327 2 Kaduna scope of 100 4,270,305,528 34,162,444 5,398,255,386 43,186,043 Guza project Outside Kabala-Kigo 325 330 5 Kaduna scope of 100 4,270,305,528 34,162,444 5,398,255,386 43,186,043 Road project Outside 326 329 4 Kaduna Daura road scope of 100 4,270,305,528 34,162,444 5,398,255,386 43,186,043 project Outside Lemo rd- 327 328 3 Kaduna scope of 100 4,270,305,528 34,162,444 5,398,255,386 43,186,043 H/Banki project 5Nos. 3m x Romi - 328 71 8 Chikun 3m box 100 21,194,083 4,291,499,611 34,331,997 24,180,390 5,422,435,776 43,379,486 Karutudu culvert 329 117 5 Kachia Gidan Tagwai No work 0 330 118 6 Kachia Kurmin Gwaza No work 0

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

7. MAJOR FINDINGS OF STUDY

The desirability of this project for the rural community was clearly manifested by the amount suffering these rural communities are passing through in moving their produce to the market and even getting agricultural inputs to their communities. Several self help efforts were identified during the site visits demonstrating the frustration of the people in improving accessibility to their communities. Tremendous efforts of the government at State and LGA were also identified in constructing several bridges and culverts along most of the river crossings with more than 80% of the sites visited had existing river crossing structures on them but has failed due to poor design and construction supervision. This is a colossal waste of resources and it is expected that this project should make a difference from the past.

Major findings of the study are summarized as follows:

a. All river crossings surveyed under the study are located on either gravel / laterite roads or earth roads or just tracks. b. Many of the existing structure have inadequate or no foundations, leading to premature failures. The structures are having inadequate size and not properly located. There are instances of providing the invert level of the culvert below the channel bed level (to reduce cost of raising the embankment) leading to siltation. c. Condition of the study rural roads leading to various communities is generally poor to very poor. During the rainy season the access to many of these communities by vehicular traffic is cut. d. Most of the rural communities are living on their agricultural produce and loss of accessibility is hurting them much. e. The scope of the project is limited to bridges upto 25m length, but on these roads there are many locations requiring longer bridges or requiring repairs to the existing bridges as indicated in the data presented Appendix F. These roads shall not be through witout restoration / reconstruction of these bridges. f. The Kaduna State government should as a matter of urgency consider constructing these roads having the structures so that they can be useful because most of the river crossing structures were on footpath road or ungraded earth roads. This was also responsible for the LOW TRAFFIC situations as reported in this report.

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

8. ADDITIONAL GEOTECHNICAL WORK REQUIRED

For bridges to be newly constructed and reconstructed, foundation investigations will be done by making boreholes having depth upto about 15 m to 20 m (limited to 1.5 m – 3 m depending on the type of rock, if hard rock stratum is encountered) at the proposed bridge structure locations.

For bridges upto 10 m length of waterway or less, 1 borehole (upto 15 m depth) will be made for each structure location. Two boreholes (upto 20 m depth) will be made for bridges length 11m to 25m at each bridge location.

Standard Penetration Test (SPT) will be undertaken at 1.5 m depth intervals, water table will be observed (if encountered). Representative disturbed and undisturbed samples will be collected and tested for soil properties (C, ø, PI values and gradation ) from strata encountered and if hard rock strata are met, rock core samples will be collected.

As per the preliminary assessment following bridge locations (for only finally selected for execution) shall require additional geotechnical investigations.

Table 8.1: Locations Requiring Additional Geotechnical Investigations

S. LGA Geotechnical GPS Co-ordinates Recommended No. Rank ID Ref. LGA Route/Site Investigations Structure No.R Easting Northing Required Boring, STP, 1-span RC 1 7 314 23 Ikara Kargo Bridge 1237374 0426570 Atterbrg Limits, bridge 15m etc Boring, STP, 1-span RC 2 14 232 5 B/Gwari Kwalakwangi 1253401 0276841 Atterbrg Limits, bridge 12.5m etc Boring, STP, 1-span RC 3 15 233 6 B/Gwari Kwalakwangi 1256548 0273894 Atterbrg Limits, bridge 12.5m etc Boring, STP, Rafin 2-span RC 4 33 229 2 B/Gwari 1158062 0192108 Atterbrg Limits, Gungume bridge 12.5m etc Boring, STP, 2-span RC 5 34 239 12 B/Gwari Ang Gara 1234498 0267013 Atterbrg Limits, bridge 12.5m etc Boring, STP, 2-span RC 6 36 230 3 B/Gwari Kwalakwangi 1253410 0277392 Atterbrg Limits, bridge 12.5m etc Boring, STP, 2-span RC 7 37 234 7 B/Gwari Kwalakwangi 1256521 0272891 Atterbrg Limits, bridge 12.5m etc Boring, STP, 2-span RC 8 38 235 8 B/Gwari Kirinku 1195413 0241575 Atterbrg Limits, bridge 12.5m etc Boring, STP, Aninka-Sanga 2-span RC 9 44 171 11 Sanga 0440710 1028798 Atterbrg Limits, Road bridge 12.5m etc Dogon Daji- Boring, STP, 1-span RC 10 46 176 16 Sanga Mararaba 0444367 10138563 Atterbrg Limits, bridge 18m Sabon Gida etc Ungwa Fari - 1-span RC Boring, STP, 11 63 54 1 Jama'a 0420895 1051644 Rafindadi bridge 10m Atterbrg Limits,

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

S. LGA Geotechnical GPS Co-ordinates Recommended No. Rank ID Ref. LGA Route/Site Investigations Structure No.R Easting Northing Required etc

Boring, STP, Godogodo - 1-span RC 12 66 58 5 Jama'a 0427517 1042413 Atterbrg Limits, Nindem bridge 7.5m etc Boring, STP, Gangarida / 2-span RC 13 70 303 12 Ikara 1266267 0399668 Atterbrg Limits, Kuya bridge 12.5m etc Boring, STP, Maitakama 2-span RC 14 77 174 14 Sanga 0444083 1009279 Atterbrg Limits, Road bridge 25m etc Boring, STP, Mayir-Tari- 1-span RC 15 79 168 8 Sanga 0451053 1018560 Atterbrg Limits, Ninche bridge 18m etc Mikuhat Boring, STP, 2-span RC 16 95 75 1 Kaura Sabon Gari - 0445853 1067338 Atterbrg Limits, bridge 20m Zakan etc Kushe fada Boring, STP, 2-span RC 17 96 98 14 Kagarko Kafarma - 0365184 1046683 Atterbrg Limits, bridge 25m Kasabere etc Gidan Kundi - Boring, STP, 2-span RC 18 97 103 19 Kagarko shadalafiyia - 0374005 1041194 Atterbrg Limits, bridge 25m Inkojo etc Gidan Kundi - Boring, STP, 2-span RC 19 98 104 20 Kagarko shadalafiyia - 0372764 1041749 Atterbrg Limits, bridge 25m Inkojo etc Gidan Kundi Boring, STP, 2-span of 10m 20 99 105 21 Kagarko Shadalafiyia- 0372105 1042045 Atterbrg Limits, RC bridge 20m Inkojo etc Sambam - 2-span RC 21 100 53 8 Jaba Ungwa Zuma 0396598 1045709 None bridge 25m - Chori Ang Ahmadu Boring, STP, 2-span RC 22 102 310 19 Ikara Rufai / Gidan 1242096 0418253 Atterbrg Limits, bridge 25m Kolo etc Boring, STP, Sambe - 2-span of 10m 23 114 170 10 Sanga 0452814 1008002 Atterbrg Limits, Agamate Rd RC bridge 20m etc Boring, STP, Kubacha - 2-span RC 24 116 94 10 Kagarko 0369407 1051636 Atterbrg Limits, Kushe Fada bridge 25m etc Boring, STP, Saulawa / 2-span RC 25 117 307 16 Ikara 1255645 0404854 Atterbrg Limits, Kwari Turawa bridge 25m etc Boring, STP, Rafin Madara 2-span RC 26 118 195 11 Giwa 1250684 0334270 Atterbrg Limits, / Rugoji bridge 25m etc Boring, STP, Tabobi / 2-span RC 27 123 200 16 Giwa 1229989 0338549 Atterbrg Limits, Danza bridge 25m etc Ang Lelle Boring, STP, 1-span RC 28 124 194 10 Giwa Doka / Dan 1243403 0330940 Atterbrg Limits, bridge 15m Magaji etc Boring, STP, Ang. Lili / 2-span RC 29 126 225 15 Makarfi 1249198 0391605 Atterbrg Limits, gidan Kanya bridge 25m etc Boring, STP, Maigamo - 1-span RC 30 127 318 3 Lere 0431535 1179517 Atterbrg Limits, Jankasa bridge 10m etc Boring, STP, Pambegwa- 1- span bridge 31 128 11 11 Kubau 424499 424499 Atterbrg Limits, Dan Maliki 12.5m etc Boring, STP, Taban Sani / 2-span RC 32 130 287 10 Kudan 1246653 0366854 Atterbrg Limits, Kudan bridge 25m etc Boring, STP, Sabon Fili / 2-span RC 33 139 202 18 Giwa 1216829 0298324 Atterbrg Limits, Bula bridge 25m etc

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Assessment Report Detailed Assessment, Prioritisation, and Design for Reinstating / Constructing Damaged, Washed Away and Missing River Crossings on the Rural Road Network in Kaduna State

S. LGA Geotechnical GPS Co-ordinates Recommended No. Rank ID Ref. LGA Route/Site Investigations Structure No.R Easting Northing Required Boring, STP, Sabon Fili / 2-span RC 34 140 203 19 Giwa 1211795 0297102 Atterbrg Limits, Bula bridge 25m etc Boring, STP, U/Jarmai / 2-span RC 35 143 288 11 Kudan 1240136 0358778 Atterbrg Limits, Danbami bridge 25m etc Boring, STP, Feleke / Dan 2-span RC 36 148 215 5 Makarfi 1252117 0374789 Atterbrg Limits, Ayamaka bridge 25m etc Boring, STP, 2-span RC 37 151 159 25 Kauru 0452417 1095937 Atterbrg Limits, bridge 25m etc Boring, STP, Maraba Iri-Iri 2-span RC 38 153 247 7 Kajuru 373299 1116279 Atterbrg Limits, Station Maro bridge 25m etc Boring, STP, Yakawada / 2-span RC 39 163 187 3 Giwa 1244158 324578 Atterbrg Limits, Aginsawa bridge 25m etc Boring, STP, Jaja / 2-span RC 40 165 289 12 Kudan 1242493 0355728 Atterbrg Limits, Musawa bridge 25m etc Boring, STP, Kwassam - 1-Span bridge 41 170 146 12 Kauru 0428655 1124595 Atterbrg Limits, Kinugu Gida 15m etc Maraban Boring, STP, 2-span RC 42 171 245 5 Kajuru Kachia- 392170 1117181 Atterbrg Limits, bridge 25m Aduma etc Boring, STP, Ang. Barau / 2-span RC 43 172 302 11 Ikara 1234435 407561 Atterbrg Limits, Katsalle bridge 25m etc Boring, STP, Yakawada / 2-span RC 44 175 188 4 Giwa 1244085 0324015 Atterbrg Limits, Iyatawa bridge 25m etc Boring, STP, ABU Linking 2-span RC 45 176 199 15 Giwa 1232189 0351707 Atterbrg Limits, Panhanya bridge 25m etc Boring, STP, Idasu / Ang 2-span RC 46 177 190 6 Giwa 1236088 0305919 Atterbrg Limits, Sarki Pada bridge 25m etc Boring, STP, Dma Kasuwa- 2-span RC 47 194 160 26 Kauru 0451996 1098494 Atterbrg Limits, Izum Kazari bridge 25m etc Maraban Boring, STP, 1-span RC 48 202 241 1 Kajuru Kajuru- 357337 1141677 Atterbrg Limits, bridge 12.5m Tantatu etc Boring, STP, Kadage- 2-span RC 49 216 156 22 Kauru 0422718 1157642 Atterbrg Limits, Galadimawa bridge 25m etc Boring, STP, Nasarawa- 1-Span bridge 50 256 132 20 Kachia 397676 1095785 Atterbrg Limits, Adege 15m etc Boring, STP, Swanta - 2-span RC 51 283 77 3 Kaura 0434886 1062880 Atterbrg Limits, Kongu bridge 25m etc Boring, STP, Sabon 1-span RC 52 322 181 1 Hayin Ojo 0363108 1231302 Atterbrg Limits, Gari bridge 10m etc

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APPENDIX A Detailed Assessment, Prioritisation, and Engineering Design for Reinstating/ Constructing Damaged, Washed Away and Missing River Crossings on Rural Road Network in Kaduna State Detailed Reconnaissance Survey of River Crossings in Local Government Areas Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 expand All drain & Tashan 4Nos. 3m faster classe Tashan stable & 4 Spans @ filling & complete Faily Rural 1 1 Kubau adamu- 424623 1227406 3 422589 112667 Earth 12.8 2.5 Bridge(I) 7 x 3m box Farming access to High s of I 3 3 3 2 4 3 310 Adamu okay 3.2m c/c compaction with straight interior Gedege culvert market vehicl concrete es work Blocking existing Ease of route & Movement Combine using but loss Mah - 2Nos. 2m Muddy & d Log & 1 span of filling & Stone straight point to light not in Rural 2 2 Kubau Nasaraw 416488 1224193 1 Mah 417290 122483 Earth 3.5 1.8 3 x 2m box course, Farming low 4 4 2 2 2 4 320 winding R C 3m compaction pitching mould block truck TOR interior a mah culvert stop bridge laterite from block @ diverted the bridge water approach

Grading Kanar Rocky All 3Nos. & filling Mai Damau with faster classe 2 spans @ 1.5m x filling & Concrete to return Beyond 3 3 Kubau Molo- 439869 1199770 2.5 Kanar 438133 1199737 Earth outcrops 6 1 slab 5 Farming access to low s of I 4 4 2 2 2 4 320 3m c/c 2m box compaction drain to TOR Leren Mai Molo of rocks & market vehicl culvert normal Dutse boulders es route

Kanar Vented All Mai Damau Drift dritf with faster classe stable & filling & Concrete Faily Rural 4 4 Kubau Molo- 442760 1197615 6 Kanar 438133 1199737 Earth 8 1 Concrete 8 4Nos Farming access to low s of I 4 4 2 2 2 4 320 okay compaction drain straight interior Leren Mai Molo crossing 900mm ø market vehicl Dutse pipe es

Masonry Kanar column Stone all Mai bridge Pitched Damau stable & Outside approach faster classe Molo- abandon 10 spans embankm Stable & Rural 5 5 Kubau 447298 1194689 13 Kanar 438133 1199737 Earth fairly 30 3 4.5 scope of to filled & Farming access to low s of I 1 1 2 2 2 4 215 Leren ed for @ 3m ent & straight interior Mai Molo straight project compacted market vehicl Dutse- open Concrete es Pah concrete drain drift

Log Kanar bridge All Mai serious Damau on steel 3Nos. 3m faster classe Molo- erosion & 3 spans @ filling & Concrete Faily Rural 6 6 Kubau 450571 1191050 17 Kanar 438133 1199737 Earth 10.5 3 beams & 3 x 3m box Farming access to low s of I 4 2 2 2 2 4 300 Banki- drainage 3.5m compaction drain straight interior Mai Molo R c culvert market vehicl Ung problems concrete es Yerima columns

Log Kanar Kaduna bridge All 3Nos. Concrete Mai Damau side on steel faster classe 2 spans @ 2.5m x filling & drain Stable & Rural 7 7 Kubau Molo- 453328 1189500 21 Kanar 438133 1199737 Earth eroded 7 2.4 beams & 4 Farming access to low s of I 4 2 2 2 2 4 300 3.5m 2.5m box compaction &stone straight interior Banki- Mai Molo Kano end R c market vehicl culvert pitching Wagaho stable concrete es columns

Kanar 2Nos. Mai Damau heavy slopy but 1.5m x filling & concrete Ease of Rural 8 8 Kubau Molo- 447556 1197708 33 Kanar 438133 1199737 Earth 5 1.2 none none none Stable Farming I 4 4 2 2 2 4 320 stable 2.5m box compaction drain Movement interior Banki- Mai Molo trucks culvert Zanzanri

Kanar Mai Road to Concrete Molo- Damau 1No. 1.5m approach be filled heavy Muddy & Pieces drain Ease of Rural 9 9 Kubau Banki- 449222 1197303 35 Kanar 438133 1199737 Earth 2.5 1.2 none none x 2.5m to filled & with Farming High I 4 4 2 2 2 4 320 Narrow of log &stone Movement interior Zanzanri- Mai Molo box culvert compacted stable trucks pitching Farar materal hula

1 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 Log All Kanar bridge Damau 1No. 2m x faster classe Mai fairly with filling & concrete stable & Rural 10 10 Kubau 445165 1196886 10 Kanar 438133 1199737 Earth 3 1.8 4 single span 3m box Farming access to High s of I 4 4 3 2 2 4 330 Molo- stable steel compaction drain OK interior Mai Molo culvert market vehicl Banki plate es cover

Route align. All Concrete Pambeg Winding, 1- span approach survey, faster classe Pambeg R C 4 Spans @ drain Rural 11 11 Kubau wa-Dan 424499 1173647 8.5 421223 1180618 Earth left side 13 5 5 bridge to filled & river Farming access to High s of I 4 3 3 3 3 3 325 wa bridge 3.2m c/c &stone interior Maliki eroded (12.5m) compacted training, market vehicl pitching geotechn es ical inv.

Anhau- 2Nos. Haskiya- Pipe 0.6mm pipe concrete Ease of light 12 12 Kubau 435836 1216434 5 Anchau 433579 1212196 Earth Muddy 1.2 0.9 3 900mmø muddy Farming low I 2 4 1 1 1 4 230 rural Ung culvert culvert side drain movement truck Gata pipe All Anchau- 1No. 1.5m approach Minor faster classe Pamgwa Slopy & Slab concrete 13 13 Kubau 436481 1226753 16 Anchau 433579 1212196 Earth 4 1.5 4 single span x 2m box to filled & realignm Farming access to High s of I 3 4 2 2 2 4 295 rural ni - winding bridge side drain culvert compacted ent market vehicl Gadas es Gadan 3Nos. Gayan - Track 1.5m x Farming/ LT, 14 1 Igabi A/Isa - 364750 181244 364049 182987 settlement - None - filling rip-rap ease ease VL 2 1 1 4 1 2 3 200 rural Rd 1.5m box Trading B, V Ligara culvert Rd Gadan 3Nos. Gayan - 1+80 Track 1.5m x Farming/ LT, B 15 2 Igabi A/Isa - 364640 180355 settlement 75 2.2 - None - filling rip-rap ease ease VL 1 1 1 4 1 2 3 200 rural 0 Rd 1.5m box Trading & V Ligara culvert Rd Gadan 3Nos. Gayan - 3+15 Track 1.5m x Farming/ LT, B 16 3 Igabi 364268 117921 undulating - None - filling rip-rap ease ease VL 2 1 1 4 1 2 3 200 rural A/Isa - 0 Rd 1.5m box Trading & V Ligara culvert Gadan 3Nos. Gayan - 4+85 Track 1.5m x LT, B 17 4 Igabi 364121 177868 75 0.5 - None - filling rip-rap ease ease VL 3 1 1 4 1 2 3 200 rural A/Isa - 0 Rd 1.5m box & V Ligara culvert Gadan 2Nos. Gayan - 10+0 Track 1.5m x Farming/ LT, B 18 5 Igabi 2 1.3 pipe 1.5 1.5 filling rip-rap ease ease VL 3 1 1 4 1 2 3 200 rural A/Isa - 35 Rd 1.5m box Trading & V Ligara culvert Gadan 2Nos. Gayan - 11+9 Track 1.5m x Farming/ LT, B 19 6 Igabi 360153 172507 2 1.3 pipe 1.5 1.5 filling rip-rap ease ease VL 3 1 1 4 1 2 3 200 rural A/Isa - 00 Rd 1.5m box Trading & V Ligara culvert Gadan Gayan - 12+3 Track LT, 20 7 Igabi 359968 171865 2 1.3 pipe 1.5 1.5 No work ease VL 4 1 1 4 1 2 3 200 rural A/Isa - 50 Rd B, V Ligara Rigachik 2Nos. un - 2+00 Track Farming/ LT, B 21 8 Igabi 333748 1175279 60 3 - None - 900mmø filling rip-rap ease ease L 3 1 1 4 1 2 3 200 rural U/Tatau - 0 Rd Trading , V pipe Zaure Rigachik un - only rip Farming/ LT, B 22 9 Igabi 333949 1175879 OK Deck BR None - filling rip-rap ease ease L 3 1 1 4 1 2 3 200 rural V/Tatau - rap Trading , V Zaure

Rigachik 1No. un - 2+00 Farming/ HT, 23 10 Igabi 373347 1168428 5 - None - 1200mmø filling rip-rap ease VL 3 1 1 4 1 2 3 200 sub urban V/Tatau - 0 Trading LT, V Zaure pipe 3Nos. Rigachik 5+05 3.5m x LT, B 24 11 Igabi un - 336705 1174481 Track weeds 15 4 - None - filling rip-rap ease ease VL 3 1 1 4 1 2 3 200 rural 0 3.5m box & V V/Tatau - culvert

2 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Hayin guard rail Danmani 0+15 No 25 12 Igabi 325700 1165201 15 2.5 Deck BR 4 2.2 and filling rip-rap ponds ease VL B 4 1 1 1 1 1 2 125 rural - G/Toro 0 protection parapets Toro

Hayin 2Nos. Danmani Semi - 2+10 3.5m x 26 13 Igabi - Gadan 327800 1165201 erosion 5.5 5 - None - filling rip-rap ponds Urban ease VL Foot 3 1 1 4 1 2 3 200 rural 0 3.5m box Toro Sector culvert Toro

Farming/ Birnin Surface Black Yero - 5+30 metal bike 27 14 Igabi 335936 1190504 338512 1190739 Drift 20 1.5 Raise Drift ponds EASE VL 1 1 1 4 3 1 3 200 rural Kwarau - 0 dresses smith & foot Tami Rd forgery/ Trading

Birnin Require Farming/ Bikes 2Nos. 2m Yero - fill to raise Trading/ & 28 15 Igabi 335464 1190011 Track 60 3 - None - x 2m box filling rip-rap ponds EASE VL 1 1 1 4 3 2 3 220 rural Kwarau - embankm Metal Pedes culvert Tami ent forging trians

Bike Birnin & Farming/ Yero - 8+30 0.75m Pedes 29 16 Igabi 332355 1190669 Track erosion 1 1 1 1 No work nil ponds Forgery/ EASE VL 4 1 1 4 3 2 3 220 rural Kwarau - 0 pipe trians, Trading Tami LT, B & V

Birnin 10Nos. LT, Farming/ Yero - 10+3 Track 900mmø B, V, 30 17 Igabi 330420 1191622 erosion 75 1.5 - None - filling nil ponds Trading/ EASE VL 1 1 1 4 3 2 3 220 rural Kwarau - 00 Rd pipes @ Bikes, Circular Tami 10m c/c Foot

Tsohon 2Nos. Bikes Yelwa - TimberB 1.5m x Farming/ 31 18 Igabi 348243 1203582 erosion 8 2 - filling rip-rap ponds EASE VL & 3 1 1 3 3 2 3 210 rural Farin R 1.5m box Trading Foot Ruwa culvert 2Nos. Faring Bikes TimberB 1.5m x Farming/ 32 19 Igabi Ruwa - 348766 1204837 erosion 8 2 - filling rip-rap ponds EASE VL & 3 1 1 3 3 2 3 210 rural R 1.5m box Trading Kuzizigi Foot culvert Kwafan 2Nos. LT, Kwara - 2+00 Feeder Farming/ 33 20 Igabi 352289 1160224 erosion - None - 900mmø filling rip-rap ponds EASE L B, V, 1 1 1 4 3 2 3 220 rural Joga - 0 Rd Trading pipes Bikes Likora Kwafan LT, 2Nos. Kwara - 3+10 Feeder Farming/ B, V 34 21 Igabi 352457 1160608 - None - 900mmø filling rip-rap ponds EASE L 1 1 1 4 3 2 3 220 rural Joga - 0 Rd Trading & pipes Likora Bikes Kwafan 2Nos. Kwara - 3+10 Feeder Farming/ LT, 35 22 Igabi 352457 1160650 - None - 900mmø filling rip-rap ponds EASE L 1 1 1 4 3 2 3 220 rural Joga - 0 Rd Trading B, V pipes Likora Kwafan 10Nos. Kwara - 7+00 Feeder 0.6m 900mmø Farming/ LT, 36 23 Igabi 353643 1164003 300 2.5 1 1 filling nil ponds EASE L 1 1 1 3 3 2 3 210 rural Joga - 0 Rd pipe pipes @ Trading B, V Likora 30m c/c Kwafan 10Nos. Kwara - 7+80 Feeder 0.75m 900mmø Farming/ LT, 37 24 Igabi 353732 116531 200 2 1 1 filling nil ponds EASE L 1 1 1 3 3 2 3 210 rural Joga - 0 Rd pipe pipes @ Trading B, V Likora 20m c/c Kwafan 2Nos. Kwara - 10+0 Track 0.6m 1.5m x Farming/ LT, B 38 25 Igabi 353821 1167955 6 2 1 1 filling rip-rap ponds EASE L 1 1 1 3 3 2 3 210 rural Joga - 00 Rd pipe 1.5m box Trading & V Likora culvert 3 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Kwafan LT, 2Nos. Kwara - 13+0 Track Farming/ B, V, 39 26 Igabi 352011 1167941 5 1.5 - None - 1200mmø filling rip-rap ponds EASE VL 1 1 1 3 3 2 3 210 N/A Joga - 00 Rd Trading Bikes, pipes Likora Foot

Kwafan 5Nos. LT, Kwara - 14+5 Track 900mmø Farming/ B, V, 40 27 Igabi 350642 1168442 120 15 - None - filling rip-rap ponds EASE VL 1 1 1 3 3 2 3 210 rural Joga - 00 Rd pipes @ Trading Bikes, Likora 24m c/c Foot

Igabi - Kemfa - NA Bikes A/Dano - outside Farming/ 41 28 Igabi Track 40 6 - None - EASE VL & 1 1 1 3 3 2 3 210 rural Baku - scope of Trading Foot Sayawa - project Wudaza

Kemfa - A/Dano - 2Nos. 2m 1.5x1.5m Farming/ Foot/ 42 29 Igabi Baku - Track failed 5 3 2 2 x 2m box filling rip-rap ponds EASE VL 1 1 1 3 3 2 3 210 rural Box Trading Bike Sayawa - culvert Wadaza

Igabi - Kemfa - Bikes A/Dano - Track 3x3m Farming/ 43 30 Igabi 5 2.7 None - No work EASE VL & 4 1 3 3 3 1 3 210 rural Baku - Rd Box Trading Foot Sayawa - Wudaza Igabi - Kemfa - Rural Foot A/Dano - Track 2/2x3m Interior 44 31 Igabi FILL 6 2.7 3 3 No work VL & 4 1 1 3 3 2 3 210 Baku - Rd BC outside Bikes Sayawa - TOR Wudaza

Igabi - Kemfa - Nos. Ease Rural Area A/Dano - Track 2/0.9m Farming/ LT, 45 32 Igabi Siltation 3 0.35 1 0.05 900mmø filling rip-rap Mobility EASE VL 1 1 1 3 3 2 3 210 weithin Baku - Rd pipe Trading B, V pipes & Access TOR Sayawa - Wudaza Ease of Chori 1-span Side Rural Outside Approaches transp., Makama Chori Satisfactor Bailey drains interior 46 1 Jaba 0392935 1058272 4.8 - - Earth 31 6.5 V 4.5 scope of to be None Farming access to L LT, B II 4 1 3 4 4 4 360 - K. Makama y bridge with and stone weithin project graded health Musa timber deck pitching TOR facilities etc

Side Rural 2Nos. 2m Approaches Farming Keffi - Keffi Highly drains Ease of interior 47 2 Jaba 0392438 1042068 0.58 0392075 1041792 Earth 28 2 II None None x 2m box to be None & cattle VL LT, B I 2 4 1 1 1 3 205 Kaf. Roadd eroded and stone transp., weithin culvert graded rearing pitching TOR

One side Daddu - 1-span RC Side U/Rana - of the Appropriatl Approaches Rural Area Kurmi bridge drains Ease of 48 3 Jaba 0405422 1057817 5.9 Gidan - - Earth approach 6.1 2.5 I 3.6 y to be None Farming L LT II 1 4 1 3 3 4 265 weithin Zomo - Structurally and stone transp., Jibril Rd highly maintained graded TOR Kyari sound pitching eroded , Ease of Daddu - Rural Daddu 600m Approaches transp., Kurmi interior 49 4 Jaba 0405991 1060813 2.7 Gidan. - - Earth stable 5.6 II m dia. - No work to be - None Farming access to L LT - 1 1 1 1 1 4 175 Zomo - weithin Jibril Rd. Pipe graded health Kyari TOR facilities etc Alignment Ease of Rural Daddu - Daddu is 1-span RC Railing Approaches abutment transp., interior 50 5 Jaba Tsakiya 0406394 1056447 1.3 Fadan - - Earth satisfactor 7.4 2 I 3.6 bridge on I- and wing to be drainage,w None Farming access to L LT II 3 3 2 4 4 3 320 weithin Road Kagoma y but Section walls graded ing walls health TOR eroded facilities etc Sambam Ease of Side Rural - Kwoi - 3Nos. 2m Approaches transp., drains interior 51 6 Jaba Ungwa 0395530 1049328 5.33 Kafancha - - Earth Footpath 8 2 III None None x 2m box to be None Farming access to VL LT, B I 3 4 1 4 4 4 345 and stone weithin Zuma - n Rd culvert graded health pitching TOR Chori facilities etc 4 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 Sambam Ease of Rural - Kwoi - 2No. 2m x Entire road needs transp., Footpat interior 52 7 Jaba Ungwa 0395706 1048688 4.68 Kafancha - - Footpath 5 2 III None None 2m box grading and provision None Farming access to VL LT, B I 4 4 1 4 4 4 370 h weithin Zuma - n Rd culvert of side drains health TOR Chori facilities etc Sambam Ease of Side Rural - Kwoi - 2-span Approaches transp., Rock drains interior 53 8 Jaba Ungwa 0396598 1045709 1.2 Kafancha - - Earth 25 1.9 - None None RC bridge to be None Farming access to VL LT, B I 4 2 1 4 4 4 350 Laterite and stone weithin Zuma - n Rd (12.5m) graded health pitching TOR Chori facilities etc

Ungwa Ungwa Side Earth / Alignment 1-span Approaches Road to Rural area Fari - Pa - 2-span log drains / Ease of 54 1 Jama'a 0420895 1051644 0.75 0422469 1059057 footpat is inclined 8.2 4 IV 3.7 RC bridge to be be Farming V. L B II 4 3 2 4 4 4 370 outside Rafindad Bakin bridge stone transp., etc h angle to (10m) graded realigne TOR i Kogi Rd pitching the bridge

U Pa - Footpath, Side 2No. 2m x Approaches Rural area Bakin Footpat eroded drains/ Ease of 55 2 Jama'a 0420417 1049542 0.5 Village 0420204 1049252 5 1.6 III None None 2m box to be None Farming V.L B I 4 3 2 4 4 4 370 outside Kogi - h and 1.5m - stone transp., etc culvert graded TOR Kaninkon wide. pitching

Gidan Gidan 5-span RC Farming, Rural Outside Approaches waya - Waya - Narrow colonial Side access Ease of Motor interior 56 3 Jama'a 0431993 1046012 0.38 - - Earth 50 12.5 V 3.2 scope of to be None V.L I 4 1 1 3 3 3 285 Hayin Godogod but stable bridge, with drains for transp., etc cycles weithin project graded Gada o Rd failed deck students TOR

Side Road to Rural C/L Rd Eroded. Outside Approaches Zauru 4-span Log drains/ be Ease of Motor interior 57 4 Jama'a 0421234 1059837 1 to Emir's 0422126 1059521 Earth Road not 42 8 V 2.1 scope of to be Farming V.L I 4 1 1 4 4 3 315 road bridge, stone realigned transp., etc cycles weithin Palace motorable project graded pitching , TOR Eroded, Side Godogod 1-span Approaches Road to Godogod narrow & 2-span Log drains/ Ease of 58 5 Jama'a o - 0427517 1042413 2.6 0429283 1042712 Earth 6.2 4.65 I 3.7 RC bridge to be be Farming V.L B I 4 3 2 4 4 4 370 semi-urban o inappropri bridge, stone transp., etc Nindem (7.5m) graded realigned ate. pitching Ease of Stable, Stone Ungwa 2No. 1.5m Approaches transp., Road to Fadama pitching of 59 6 Jama'a Gwandar 0415395 1032080 0.7 - - Earth 5.5 1.2 II None None x 2m box to be None Farming access to V.L B I 4 4 1 4 4 4 370 semi-urban Kogum on both inlet / a Jagindi culvert graded health sides outlet facilities etc

Bayan New Eroded 3Nos. Approaches Stone Loko - Railway Laterite Ease of Bridge 60 7 Jama'a 0424223 1059434 12.5 - - Laterite 5 1.78 II None None 1.2mm to be pitching of None Farming V.L B I 2 4 1 3 3 2 240 Zukwa track /Earth transp., etc within road dia. Pipe graded inlet/outlet Rd TOR

Bayan Urban, Rural Eroded 1No. 3m x Approaches Clear Loko - Laterite outside Ease of interior 61 8 Jama'a 0424258 1059429 1.5 Rail road - - Laterite 5 3 III 3 5m box to be waterway None Farming V.L B IV 1 4 1 3 3 2 215 Zukwa /Earth scope of transp., etc weithin road culvert graded of weeds Rd project TOR

Side Koko - Barde - 3-span RC drains Ease of L.T, 62 10 Jama'a Kussom - 0410158 1034285 2.5 Jangidi - - Earth Stable, 12 2.5 I 12 No work None None Farming L IV 1 3 1 4 4 4 285 rural bridge, new and stone transp., etc B, V Mada Tesha pitching

2Nos. 2m Eroded, x 2.5m Side Koko - Barde - Approaches Fadama box, + drains Ease of L.T, 63 11 Jama'a Kussom - 0408919 1027673 9 Jangidi - - Earth 20 2 III None None to be None Farming V.L I 4 4 1 4 4 4 370 rural on both 2Nos and stone transp., etc B, V Mada Tesha graded sides 900mmø pitching pipes

2Nos. 2m LT, Udawa- TimberB chanellin 64 1 Chikun 273634 173881 2.2 feeder undulating 10 2.2 7 2 x 2m box filling rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 rural Rimi R g culvert Bike

LT, Udawa- 65 2 Chikun 273653 1172149 4.75 feeder undulating 12 2 Tim/Steel 11 2 No work farming ease low B,V 1 1 1 3 3 2 3 210 rural Rimi Bike 5 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 3Nos. 3m LT, Udawa- chanellin 66 3 Chikun 273530 1170454 6.65 feeder undulating 75 4 nil x 3m box filling rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 rural Rimi g culvert Bike 2Nos. 2m LT, Udawa- chanellin 67 4 Chikun 273347 1168428 8.9 feeder undulating 4 2.2 nil x 2m box filling rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 rural Rimi g culvert Bike 3Nos. 2m LT, Udawa- chanellin 68 5 Chikun 273824 1165390 12.6 feeder undulating 9 2.3 nil x 3m box filling rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 rural Rimi g culvert Bike 2Nos. 2m LT, Udawa- chanellin 69 6 Chikun 273729 1164366 13.7 feeder undulating 6 2.15 nil x 3m box filling rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 semi-urban Rimi g culvert Bike LT, Udawa- 70 7 Chikun 274033 1162764 15.6 feeder undulating farming ease low B,V 1 1 1 3 3 2 3 210 rural Rimi Bike

Bikes 3Nos. 3m Ease of Romi - feeder TimberB & 71 8 Chikun 326882 152885 erosion 18 1.6 18 1.6 x 3m box filling rip-rap Mobility Circular ease High 1 1 1 1 1 1 1 100 rural Karutudu rd R Pedes culvert & Access trians

Ease of Rido - feeder Farming/ LT, 72 9 Chikun 339601 152358 pond - None - nil filling rip-rap Mobility ease VL 4 1 1 3 3 2 3 210 rural Kashabo rd Trading B, V & Access

LT, Rural Ease of B, V, Rido - feeder Farming/ interior 73 10 Chikun 339647 149732 pond - None - nil filling rip-rap Mobility ease L Bikes 4 1 1 3 3 2 3 210 Kashabo rd Trading weithin & Access & TOR Foot

Ease of Rido - Track Farming/ LT, Rural area 74 11 Chikun 340984 147603 weeds - None - nil filling rip-rap Mobility ease VL 4 1 1 3 3 2 3 210 Kashabo Rd Trading B, V within TOR & Access

Ease of Mikunat 2-span Side Gizagwai Approaches transp., Semi- Sabon Footpat Approache RC bridge drains 75 1 Kaura 0445853 1067338 0.35 - Ataka - - 20.75 6 IV None None to be None Farming access to V.L NA I 4 2 1 4 4 4 350 urban Gari - h s rocky (10m and stone Rd graded health within TOR Zakan each) pitching facilities etc

Stone Side Kagoro - 2Nos 2m Approaches Rural area Bakin Stable, culvert with drains Ease of 76 2 Kaura 0438027 1067193 0.38 Manchok - - Earth 33 3 III 3 x 3m box to be None Farming L L.T, B I 4 4 1 4 4 3 345 outside Rigia but steep. 100mm and stone transp., etc Rd culvert graded TOR conc. Slab pitching

Side 2-span Approaches Swanta - Highly drains Ease of LT, Rural area 77 3 Kaura 0434886 1062880 0.23 Rail road - - Earth 22 6 IV None NA RC bridge to be None Farming VL I 2 2 1 1 3 2 200 Kongu eroded and stone transp., etc B. V within TOR (12.5m) graded pitching

Side Kagoro - Footpath, Narrow 6- Outside Approaches Rural area Dusaiga drains Ease of 78 4 Kaura 0436265 1063678 0.68 Manchok - - Earth no 36 6.2 V 2 span log scope of to be None Farming VL LT, B I 4 1 1 2 1 3 235 outside da and stone transp., etc Rd alignment bridge project graded TOR pitching

2Nos Kagoro - Approaches Rural Footpat Stable, Narrow log 1.2mm Ease of 79 5 Kaura Wuyit 0433867 1063758 1.4 Zango - - 2 1.3 III 1.3 to be None None Farming V.L LT, B I 4 4 1 4 4 3 345 Interior h but narrow bridge dia. Pipe transp., etc Rd graded within TOR culvert Bailey Ease of Highly Approac Fadan 1-span Outside Approaches transp., Kagoro - eroded hes to Rural area 80 6 Kaura Daji - 0432560 1063082 0.9 0433104 1062297 Earth 30.5 15 V 3.4 bailey scope of to be None Farming access to V.L LT, B II 4 1 1 4 4 3 315 Kaura Rd and be within TOR Chenchic bridge project graded health irregular realigned huong facilities etc Bailey Ease of 1-span RC 2Nos Side Fadan Approaches transp., Kagoro - Highly bridge, 3.5mx3.5 drains Rural area 81 7 Kaura Daji - 0431639 1064045 2.3 0433104 1062297 Earth 5 3.7 I 5.9 to be None Farming access to V.L LT, B II 4 3 1 4 4 4 360 Kaura Rd eroded structurally m box and stone within TOR Chenchic graded health sound culvert pitching huong facilities etc Bailey Ease of 3-span Log Side Fadan Stable & 3Nos Approaches transp., Kagoro - bridge, drains Rural area 82 8 Kaura Daji - 0430907 1064189 3.02 0433104 1062297 Earth satisfactor 8.6 1.56 I 3.15 2mx3m to be None Farming access to V.L LT, B II 1 3 1 4 4 3 260 Kaura Rd structurally and stone within TOR Chenchic y box culvert graded health 6 sound pitching huong facilities etc Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 Bailey Ease of 1-span Log Side Rural Fadan Stable & 2Nos Approaches transp., Kagoro - bridge, drains interior 83 9 Kaura Daji - 0429534 1064795 4.6 0433104 1062297 Earth satisfactor 4.1 2 I 3.5 2mx2m to be None Farming access to V.L LT, B II 1 3 1 4 4 3 260 Kaura Rd structurally and stone weithin Chenchic y box culvert graded health sound pitching TOR huong facilities etc

Bailey Rock Ease of 1-span RC Side Rural Fadan laterite 2Nos 2m Approaches transp., Kagoro - bridge, drains interior 84 10 Kaura Daji - 0429128 1064987 5.0 0433104 1062297 Earth eroded by 5.8 2.4 I 5 x 3m box to be None Farming access to V.L LT, B I 4 3 1 4 4 3 335 Kaura Rd structurally and stone weithin Chenchic sides to culvert graded health unsound pitching TOR huong wing walls. facilities etc

Rural Kushe 2Nos. 3m Approaches HT, 1-span RC Side Ease of interior 85 1 Kagarko Makarant 0358154 1049291 1.8 Kagarko 0356533 1049010 Earth Stable 7 2.3 I 3 x 3m box to be None Farming L LT, III 4 4 2 4 4 4 380 bridge drains transp., etc weithin a culvert graded B, V TOR

Rural Kushe Stable 1No. 2m x Approaches HT, 1-span RC Side Ease of interior 86 2 Kagarko Makarant 0359272 1049533 3.0 Kagarko 0356533 1049010 Earth with slide 3 2.4 I 3 3m box to be None Farming L LT, III 4 4 2 4 4 4 380 bridge drains transp., etc weithin a erosion culvert graded B, V TOR

Rural Kushe 1-span RC 1No. 2m x Approaches HT, Side Ease of interior 87 3 Kagarko Makarant 0359774 1050162 3.9 Kagarko 0356533 1049010 Earth Eroded 2 2 III 3 bridge, with 2m box to be None Farming L LT, III 4 4 2 4 4 4 380 drains transp., etc weithin a failed outlet culvert graded B, V TOR

Eroded, Entry Rural Kushe skewed 1No. 2m x Approaches HT, 1-span RC Side approach Ease of interior Kagarko Makarant 0359783 1050299 4.08 Kagarko 0356533 1049010 Earth about 25ْ 2 2.3 III 2 2m box to be Farming L LT, III 4 4 2 4 4 4 380 4 88 bridge drains to be transp., etc weithin a to culvert culvert graded B, V realigned TOR alignment .

Satisfactor 2-span RC Rural Kushe HT, y, though bridge, Ease of interior 89 5 Kagarko Makarant 0362164 1052755 7.8 Kagarko 0356533 1049010 Earth 29 4.5 V 7.3 No work NA NA NA Farming L LT, NA 1 1 2 4 4 4 275 with sligh structurally transp., etc weithin a B, V erosion sound TOR

Eroded 3Nos. 2m Fadama x 3m box Rural Kubacha Approaches or both culvert, + Stone Ease of interior 90 6 Kagarko - Kushe 0369952 1044710 0.9 Kubacha 0369462 1044006 Earth 10 2.5 III None None to be None Farming L LT. B I 4 4 1 4 4 4 370 sides with 2Nos. pitching transp., etc weithin Fada graded dam 900mmø TOR upstream pipe

2Nos. Eroded 2.5mx Rural Kubacha with 2.5m box Approaches Stone Ease of interior 91 7 Kagarko - Kushe 0369994 1046581 3 Kubacha 0369462 1044006 Earth Fadama 25 2.5 III None None culvert, + to be None Farming L LT, B I 4 4 1 4 4 4 370 pitching transp., etc outside Fada on one 2Nos. graded TOR side 900mmø pipe Eroded, Side Rural Kubacha 2Nos. 2m Approaches fadama drains/ Ease of interior 92 8 Kagarko - Kushe 0369807 1047666 4.1 Kubacha 0369462 1044006 Earth 3 2 III None None x 3m box to be None Farming L LT, B I 4 4 1 4 4 4 370 on both stone transp., etc weithin Fada culvert graded sides pitching TOR Side Rural Kubacha Banks of Outside Approaches drains/ Ease of interior 93 9 Kagarko - Kushe 0369863 1048555 5 Kubacha 0369462 1044006 Earth river 34 4 IV None None scope of to be None Farming L LT, B I 1 1 1 4 4 4 265 stone transp., etc weithin Fada eroded project graded pitching TOR Side Rural Kubacha Bank of 2-span Approaches drains/ Ease of interior 94 10 Kagarko - Kushe 0369407 1051636 8.5 Kubacha 0369462 1044006 Earth river 25 4 IV None None RC bridge to be None Farming L LT, B I 4 1 1 4 4 4 340 stone transp., etc weithin Fada eroded (12.5m) graded pitching TOR

Kushe Side Rural fada Eroded, 3Nos. 2m Approaches Kushe drains/ Ease of interior 95 11 Kagarko Kafarma 0368273 1051673 1.2 0368799 1052497 Earth no side 14 2.5 III None None x 3m box to be None Farming L LT. B I 4 4 1 4 4 4 370 Fada stone transp., etc weithin - drains culvert graded pitching TOR Kasabere 7 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Kushe Fadama 2- cell Rural fada 2Nos. 2m Approaches Kushe Footpat on both culvert, Side Ease of interior 96 12 Kagarko Kafarma 0368122 1051445 1.5 0368799 1052497 6 2 I 3 x 3m box to be None Farming L LT. B I 4 4 1 4 4 4 370 Fada h slide of construction drains transp., etc weithin - culvert graded footpath abandoned TOR Kasabere

Kushe Side Rural fada Eroded 3Nos. 2m Approaches Kushe drains Ease of interior 97 13 Kagarko Kafarma 0365054 1046890 9 0368799 1052497 Earth with steep 8 2 III None None x 3m box to be None Farming L LT. B I 4 4 1 4 4 4 370 Fada and stone transp., etc weithin - slope culvert graded pitching TOR Kasabere

Kushe Highly Rural fada 2-span Approaches Kushe eroded Side Ease of interior 98 14 Kagarko Kafarma 0365184 1046683 9.3 0368799 1052497 Earth 25 3 V None None RC bridge to be None Farming L LT. B I 4 2 1 4 4 4 350 Fada and drains transp., etc weithin - (12.5m) graded muddy TOR Kasabere

2- cell box Gidan Ease of culvert, Rural Kundi - Approaches Road to transp, Gidan newly Side interior 99 15 Kagarko shadalafi 0380603 1040138 9.1 0386580 1044049 Earth Soil stable 6.6 2.4 III 5.6 No work to be be Farming access to L LT. B I 1 4 1 4 4 4 295 Kundi constructed drains weithin yia - graded realigne health structurally TOR Inkojo facilities etc sound

1No Gidan Ease of 900mm ø Rural Kundi - 1Nos. 2m transp, Gidan Newly pipe newly interior 100 16 Kagarko shadalafi 0380197 1040337 9.5 0386580 1044049 Earth 18 2 III 5.4 x 2m box NA NA None Farming access to L LT. B I 4 4 1 4 4 4 370 Kundi graded constructed, weithin yia - culvert health but TOR Inkojo facilities etc inadequate

Gidan Rural Kundi - Eroded 2Nos 3Nos. 2m Approaches Gidan Side Ease of interior 101 17 Kagarko shadalafi 0379867 1040393 10 0386580 1044049 Earth with no 23 2 II 2.5 900mm ø x 2m box to be None Farming L LT. B I 4 4 1 4 4 4 370 Kundi drains transp., etc weithin yia - side drains pipe culvert graded TOR Inkojo Gidan 1No Increase Rural Kundi - Newly Gidan 900mm ø length of interior 102 18 Kagarko shadalafi 0379514 1040322 10.2 0386580 1044049 Earth graded 5 0.9 II 6 NA NA None Farming ditto L LT. B III 4 4 1 4 4 4 370 Kundi pipe, length pipe by weithin yia - and stable inadequate 4.5m TOR Inkojo

Gidan Ease of Eroded, 2-span Rural Kundi - Approaches transp, Gidan muddy, RC bridge Side interior 103 19 Kagarko shadalafi 0374005 1041194 16.2 0386580 1044049 Earth 28 3 IV None None to be None Farming access to L LT, B I 4 2 1 4 4 4 350 Kundi no side 25m long drains weithin yia - graded health drains (12.5m) TOR Inkojo facilities etc

Gidan Ease of Eroded, 2-span Rural Kundi - Approaches transp, Gidan muddy, RC bridge Side interior 104 20 Kagarko shadalafi 0372764 1041749 18.2 0386580 1044049 Earth 28 3 IV None None to be None Farming access to L LT. B I 4 2 1 4 4 4 350 Kundi no side 25m long drains weithin yia - graded health drains (12.5m) TOR Inkojo facilities etc

Gidan 2-span Rural Kundi Highly Approaches Gidan RC bridge Side interior 105 21 Kagarko Shadalafi 0372105 1042045 19 0386580 1044049 Earth eroded 20 3 IV None None to be None Farming ditto L LT. B I 4 2 1 4 4 4 350 Kundi 25m long drains weithin yia- and silty graded (10m) TOR Inkojo Gidan Rural Kundi - 1No. 2m x Approaches Gidan Stable but 1No. 0.45m Side interior 106 22 Kagarko shadalafi 0371005 1042776 20.4 0386580 1044049 Earth 12 2.4 III 3 2m box to be None Farming ditto L LT. B I 4 4 1 4 4 4 370 Kundi undulating x 0.45m box drains weithin yia - culvert graded TOR Inkojo Gidan Eroded, Rural Kundi - 3Nos. 2m Approaches Gidan muddy Side interior 107 23 Kagarko shadalafi 0370863 1043021 20.7 0386580 1044049 Earth 10 2 III None None x 3m box to be None Farming ditto L LT. B I 4 4 1 4 4 4 370 Kundi and no drains weithin yia - culvert graded side drains TOR Inkojo 1-span RC Rural Kubacha Approaches Lightly bridge. Side LT. interior 108 24 Kagarko -Kussam 0370689 1040139 3.6 Kubacha 0370689 1040139 Earth 10 2 I 3 No work to be None Farming ditto L IV 1 3 2 4 4 4 295 eroded, prone to drains B. V weithin I-Kuchi graded 8 flooding TOR Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Exit highly Exit Rural Kubacha 3-span Replace Approaches eroded at Side approach LT. interior 109 25 Kagarko -Kussam 0370828 1039892 3.9 Kubacha 0369789 1043498 Earth 20.1 3.7 IV 3.6 bailey deck to be Farming ditto L III 2 2 2 4 4 4 310 road drains to be B. V weithin I-Kuchi bridge members graded centre realigned TOR

Rural Kubacha 2Nos. 2m Approaches Side LT. interior 110 26 Kagarko -Kussam 0370825 1039618 4.3 Kubacha 0339789 1043498 Earth Eroded 10 1.7 III None None x 3m box to be None Farming ditto L I 4 4 2 4 4 4 380 drains B. V weithin I-Kuchi culvert graded TOR

Kubacha Eroded 2Nos. 2m Approaches Road to Side LT. 111 27 Kagarko -Kussam 0370029 1038448 5.9 Kubacha 0369789 1043498 Earth and 15 1.73 III None None x 3m box to be be Farming ditto L I 4 4 2 4 4 4 380 rural drains B. V I-Kuchi muddy culvert graded realigned

Kubacha 1No 1No Approaches Highly Side LT, 112 28 Kagarko -Kussam 0369720 1037891 6.5 Kubacha 0369789 1043498 Earth 4 0.8 II 2 600mm ø 900mm ø to be None Farming ditto L I 4 4 2 4 4 4 380 rural eroded drains B, V I-Kuchi pipe, failed pipe, graded

3Nos. 3m LT, Feeder 113 1 Kachia Kabode 366346 1097118 10 Kachia undulating 12 3 3 none none x 3m box Earth fill rip-rap ponds farming Ease access low B,V, 1 1 1 3 3 2 3 210 rural Rd culvert Bike

3Nos. 3m LT, Banikan Track 114 2 Kachia 366322 1090114 30 Kachia undulating 13.5 3.2 3 none none x 3m box Earth fill rip-rap ponds farming Ease access low B,V, 1 1 1 3 3 2 3 210 rural wa Rd culvert Bike

3Nos. 3m LT, Track 115 3 Kachia Aburon 366466 1097298 22 Kachia undulating 12.3 3 3 none none x 3m box Earth fill rip-rap weeds farming Ease access low B,V, 1 1 1 3 3 2 3 210 nill action Rd culvert Bike

3Nos. 3m LT, Track 116 4 Kachia Mai Ido 366942 1097312 32 Kachia undulating 13 4 3 none none x 3m box Earth fill rip-rap weeds farming Ease access low B,V, 1 1 1 3 3 2 3 210 nill action Rd culvert Bike

Gidan 117 5 Kachia no river crossings feeder ok nil nil nil No work nil low all nil 0 rural Tagwai Kurmin 118 6 Kachia no river crossings feeder ok nil nil nil No work nil low all nil 0 rural Gwaza 40m x LT, Doka- Abuja Track 119 7 Kachia 333707 1088776 70 erosion 40 4 nil 7.5m nil farming ease low B,V, 1 1 1 3 3 2 3 210 rural Akilibu junction Rd open drift Bike LT, Gidan Abuja Track 120 8 Kachia 337955 1077857 87 erosion 20 3 nil No work nil nil farming nil low B,V, 1 1 1 3 3 2 4 235 rural Ma'aji junction Rd Bike

3Nos. 2m LT, Awon - Track 121 9 Kachia 367547 1083570 undulating 5 2 nil x 2m box fill rip-rap farming ease low B,V, 1 1 1 3 3 2 3 210 rural Aquando Rd culvert Bike

3Nos. 2m LT, Awon - Track 122 10 Kachia 3368776 1081329 undulating 7 2.5 nil x 2m box fill rip-rap farming ease low B,V, 1 1 1 3 3 2 3 210 rural Aquando Rd culvert Bike

3Nos. 2m LT, Awon - Track 123 11 Kachia 367976 1081727 undulating 6 2.2 nil x 2m box fill rip-rap farming ease low B,V, 1 1 1 3 3 2 3 210 rural Aquando Rd culvert Bike

3Nos. 2m LT, Awon - Track 124 12 Kachia 366952 1081820 undulating 8 2 nil x 2m box fill rip-rap farming ease low B,V, 1 1 1 3 3 2 3 210 rural Aquando Rd culvert Bike

3Nos.1.5m LT, Dangalm Track Timber 125 13 Kachia 395903 1068974 undulating 3 1 x 2m box farming ease low B,V, 1 1 1 3 3 2 3 210 rural i Rd BR culvert Bike

LT, Dandan- Track 126 14 Kachia 396625 1073391 undulating 10 5 BC 5x10m No work farming ease low B,V, 3 1 1 3 3 2 3 210 rural Yarbung Rd Bike

Yarbung- 2Nos.1.5m LT, feeder TimberB 127 15 Kachia Magajira 397107 1072834 undulating 1.5 1.3 1.2 3m long x 1.5m fill rip-rap farming ease low B,V, 3 1 1 3 3 3 3 230 rural rd R m box culvert Bike 9 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 LT, Magajira feeder 128 16 Kachia 395844 1071566 undulating 3.5 1.8 DeckBR 3 6m long No work farming ease low B,V, 3 1 1 3 3 2 3 210 rural m-Walijo rd Bike

Replace Walijo feeder composit timber 129 17 Kachia 395517 1070109 undulating 3.5 3.2 3.5 farming 2 1 1 3 3 2 3 210 rural bridge rd e deck with RC deck

3Nos.2m LT, Insane- feeder TimberB 130 18 Kachia 381056 1095450 10 4.5 1.5 x 2m box fill rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 rural Itah rd R culvert Bike K/Mazug Open drift LT, a- feeder 131 19 Kachia 396804 1094489 undulating 50 3.6 nil 7.5m x fill rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 rural nasaraw rd 50m long Bike a 1-Span LT, Nasaraw feeder 132 20 Kachia 397676 1095785 undulating 22 3 nil bridge fill rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 rural a-Adege rd (15m) Bike

3Nos.2m LT, AMagani feeder 133 21 Kachia 385749 1101594 undulating 8 2.5 nil x 2m box fill rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 Rural -Ugaude rd culvert Bike

3Nos.2m LT, AMagani feeder 134 22 Kachia 385944 1101581 undulating 8.3 2.35 nil x 2m box fill rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 Rural -Ugaude rd culvert Bike

Light Sabon Approach & Gari- Sabon Needs 2Nos.2m stone- Rural to be filled Ease of heavy 135 1 Kauru Kauru- 410864 1161725 8.4 Gari 408379 1161725 Earth embankm 7 1.64 None none none x 3m box pitched none Farming Low I 4 4 2 2 1 3 275 Agric & movement Makau Kauru ent filling culvert side drains community compacted Truck Saleh s Light Sabon Approach & Gari- Sabon 3Nos.2m stone- Rural to be filled Ease of heavy 136 2 Kauru kauru- 411120 1163203 6.4 Gari 408379 1161725 Earth Eroded 8 1.5 None none none x 3m box pitched none Farming Low I 4 4 2 2 1 3 275 Agric & movement makau Kauru culvert side drains community compacted Truck saleh s Sabon Muddy, Route Route Gari- Sabon bushy & 3Nos.3m R C Heavy grading, determin Ease of Beyond 137 3 Kauru kauru- 409031 1166044 3.4 Gari 408379 1161725 Earth route not 10 3 None none none x 3m box Concrete Farming V/Low I 4 4 2 2 2 3 295 filling & ation movement TOR makau Kauru clearly culvert side drains trucks compaction regd saleh defined Sabon- Tasha- Sabon log 2Nos.2m Minor heavy Fairly filling & concrete Ease of Beyond 138 4 Kauru Kauru- 407528 1166549 2.4 Tasha- 407168 1168788 Earth 6 2.5 bridge 4 6 x 3m box algnment Farming V/Low I 4 4 2 2 2 3 295 stable, compaction side drains movement TOR Maguza Kauru (II) culvert work trucks wa

R C side Route High Ease of drains survey & Outside embankme movement & Heavy Kauru- Muddy & &stone Geotech 139 5 Kauru 404653 1172241 5.5 Kauru 407156 1168819 Earth 65 5 None none none scope of nt over Farming lower High I 1 1 3 3 3 3 230 rural Madachi sandy pitched nical project fadama transport trucks embankm Investigat area cost nt ion regd.

R C side Route High Ease of drains survey & Rafin Outside embankme movement & Heavy Rafin Silty &stone Geotech Beyond 140 6 Kauru Rimi- 405579 1136778 13 412330 1145001 Earth 115 8 None none none scope of nt over Farming lower High I 1 1 2 2 2 3 190 Rimi Fadama pitched nical TOR Kabari project fadama transport trucks embankm Investigat area cost nt ion regd.

Dan filling & 3Nos.2m River Heavy Daura- Dan Muddy compaction concrete ease of Rural 141 7 Kauru 397137 1171916 9.9 397137 1171916 Earth 8 2.5 None none none x 3m box training Farming Low I 4 4 2 2 1 3 275 Ung Daura fadama over side drains movement interior culvert Work trucks Alhaji fadama

10 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

high R C side Route embankme Ease of drains survey & Dan Outside nt over silty movement & Heavy Dan Eroded & &stone Geotech Rural 142 8 Kauru Daura- 397840 1169637 12 397137 1171916 Earth 128 5.3 None none none scope of sand river Farming lower Low I 1 1 2 2 2 3 190 Daura sandy pitched nical interior Makamii project approach transport trucks embankm Investigat fadama cost nt ion regd. area

Kwassa Eroded 2Nos.2m Minor Heavy m - Kwassa left bank, filling & concrete Ease of Rural 143 9 Kauru 0431093 1126711 3.78 0417221 1143486 Earth 15 2 None None none x 3m box alignmen Farming low I 1 4 2 2 2 4 245 Kinugu m right bank compaction side drains Movement interior culvert t work trucks Gida stable

Eroded, Kwassa unstable, 4Nos.3m Heavy m - Kwassa filling & concrete alignmen Ease of Rural 144 10 Kauru 0430993 1126622 37.6 0417221 1143486 Earth requires 30 2.8 None None none x 3m box Farming low I 2 4 2 2 2 4 270 Kinugu m compaction side drains t work Movement interior proper culvert trucks Gida reqd alignment Kwassa 2Nos. 2m Heavy m - Kwassa filling & concrete Ease of Beyond 145 11 Kauru 0430014 1125587 26.1 0430014 1125587 Earth Eroded 15 2 None None none x 2m box minor Farming low I 2 4 2 2 2 4 270 Kinugu m compaction side drains Movement TOR culvert trucks Gida Kwassa 1-Span Route m - Kwassa Sloppy filling & concrete Ease of HT, 146 12 Kauru 0428655 1124595 34.4 0417221 1143486 Earth 18 3.5 None None none bridge alignmen Farming low I 4 1 2 2 2 4 290 minor work Kinugu m but stable compaction side drains Movement LT (15m) t reqd Gida

Farming - Not to be Raminku Outside to be Route Pepper, Kwassa defined, determine Ease of Beyond 147 13 Kauru ra - 0429372 1123827 32.8 0417221 1143486 Earth 45 2.5 None None none scope of determined alignmen sugarca low HT I 4 1 2 2 2 4 290 m needs d from Movement TOR Kabene project from survey t reqd ne, filling survey maize, cattle

2Nos. Kwassa Fairly concrete Ease of very Rural 148 14 Kauru Bityal 0419867 1132579 13.6 0417221 1143486 Earth 2 1 None None none 900mmø ok nli farming Ht I 1 4 2 2 2 4 245 m Stable side drains Movement low interior pipe

Unstable, high flood to be Outside to be Route Rahama Kwassa potential determine Ease of very Rural 149 15 Kauru 0448842 1080441 39.2 0417222 1143487 Earth 60 6.5 None None none scope of determined alignmen Farming Ht I 4 1 2 2 2 4 290 - Kigum m route not d from Movement low interior project from survey t reqd clearly survey defined

Farming, Muddy to be 5(900m 3Nos. 2m to be Route Cocoa Pari- Bakin river determine Ease of HT, Beyond 150 16 Kauru 0449493 1087306 29.4 444475 1092662 Earth 10 1.5 m) box 5 collapse x 3m box determined alignmen yam, Low I 2 4 2 2 2 4 270 Rahama Kogi channel d from Movement LT TOR culvert culvert from survey t reqd cassava changing survey etc.

Muddy 3Nos. 2m Route Kamaru- Bakin filling & concrete Ease of Rural 151 17 Kauru 0454454 1084452 22.70 444475 1092662 Earth and 18 3 None None none x 3m box alignmen Farming Low HT I 2 4 2 2 2 4 270 kiza koro Kogi compaction side drain Movement interior eroded culvert t reqd

to be Outside to be Route Warfi - Bakin determine Ease of Major 152 18 Kauru 0455988 1085700 15.7 0444475 1092662 Earth Stable 30 2 None None none scope of determined alignmen Farming low HT I 4 1 2 2 2 4 290 Kamaru Kogi d from Movement repairs project from survey t reqd survey to be 4Nos. 2m to be Route Warfi - Bakin Fairly R C determine Ease of Rural 153 19 Kauru 0453767 1089492 10.5 0444475 1092662 Earth 16.5 2 4.5 collapse x 3m box determined alignmen Farming low HT I 2 4 2 2 2 4 270 Kamaru Kogi Stable concrete d from movement interior culvert from survey t reqd survey

Not motorable, extra Kwassa Filling to a lot of Outside culverts m- Kwassa 2 spans of be Ease of High 154 20 Kauru 0426342 1122759 44.6 0428655 1124595 Earth earthwork 80 6 Bailey 4 scope of needed nil Farming Low I 4 1 2 2 2 4 290 Rural Kibangar m 42 & 32 m determined Movement truck filling and project before i survey compactio bridge n 11 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 Sandy Dama formation Filling to Dama 3Nos. 2m Route Farming, Kasua - route Log be concrete Easeof Rural 155 21 Kauru kasawa- 0452874 1095333 8 449477 1101846 Earth 20 2 3 collapse x 3m box alignmen cattle Low Ht I 1 4 2 2 2 4 245 Baduru alignment bridge determined side drains movemen interior Baduru culvert t reqd rearing Kasa survey survey needed Heavy Winding, Farming,

right sde Filling to Filling to heavy Kadage- 2-span Route trucks already R C be be Fadma - Easeof Very Rural 156 22 Kauru Galadim 0422718 1157642 11.9 Kadage Earth 22 5 4 flooded bridge alignmen I 3 1 2 2 2 3 240 collapsed, concrete determined determine rice movemen Low interior awa (12.5m) t reqd durin left side survey d survey sugarca g dry ocean ne seaso

Needs Heavy realigned, Farming, truck Kaura Kaura 3Nos. 2m define Route route Filling & fishing Easeof Very durin Rural 157 23 Kauru Dawa - 0417479 1170991 5 Dawa - Earth 10 2 None None none x 3m box roadway alignmen I 1 4 2 2 2 4 245 terminates compaction & cattle movemen Low g dry interior Ibada Ibada culvert & drain t reqd by rearing seaso Fadama n

Fairly Heavy Kaura Kauran Stable, 3Nos. 2m define Route Farming, truck Filling & Easeof 158 24 Kauru Dawa - 0417195 1171756 4 Dawa - Earth route 10 1.8 None None none x 3m box roadway alignmen cattle Low & I 1 4 2 2 2 4 245 Rural compaction movemen Ibada Ibada realignme culvert & drain t reqd rearing light nt redq truck

Not Heavy Dama stable, 2-span Farming, truck Rural Filling & Easeof 159 25 Kauru 0452417 1095937 7.2 Kasua - Earth change of 22 3 - None - bridge cattle Low & I 4 2 2 2 2 4 300 Interior compaction movemen Baduru alignment (12.5m) rearing light within TOR redq truck

Heavy Dma Dama Not Filling to 2-span Route Farming, truck Rural Kasuwa- Kasua - stable, Filling & be Easeof 160 26 Kauru 0451996 1098494 4.5 Earth 25 3.6 None None None bridge alignmen cattle Low & I 4 1 2 2 2 3 265 Interior Izum Izum gravely compaction determine movemen (12.5m) t reqd rearing light within TOR Kazari Kasari sandy soil d survey truck Ease of Side Earth / Eroded, 3Nos. 2m Approaches transp., Rural Abu drains 161 1 Sanga Raga Rd 0448375 0996801 4.1 0450629 0999558 footpat no side 11 2 III None None x 2m box to be None Farming access to L LT, B I 1 4 2 2 2 4 245 Interior Road and stone h drains culvert graded health within TOR pitching facilities etc Ease of Side Eroded, 3Nos. 2m Approaches Farming transp., Rural Wasa drains HT, 162 2 Sanga Agom Rd 0433195 1017154 3.5 0435891 1018915 Earth no side 7 2 III None None x 3m box to be None & Cattle access to L I 4 4 2 4 4 4 380 Interior Road and stone LT, B drains culvert graded rearing health within TOR pitching facilities etc Ease of Side Eroded, 3Nos. 2m Approaches Farming transp., Rural Wasa drains HT, 163 3 Sanga Agom Rd 0431930 1016587 5 0435891 1018915 Earth no side 11 2 III None None x 3m box to be None & Cattle access to L I 4 4 2 4 4 4 380 Interior Road and stone LT, B drains culvert graded rearing health within TOR pitching facilities etc Vented Drift Ease of Eroded drift crossing,3m Approaches transp., Rural Wasa earth road 7.5mx14m Side HT, 164 4 Sanga Agom Rd 0435453 1018829 0.45 435891 1018915 Earth 13.8 1 III 13.8 to be None Farming access to L I 4 4 2 4 4 4 380 Interior Road with no + 4Nos drains LT, B wide,13.8m graded health within TOR side drains 900mm ø long facilities etc pipe Ease of Highly 3Nos. Side Mayir- 2-span RC Approaches transp., Rural Wamba eroded, 3.5m x drains 165 5 Sanga Tari- 0454716 1021949 1 0455576 1021810 Earth 10 3.5 I 3.4 bridge with to be None Farming access to L LT I 4 2 2 4 4 4 360 Interior Rd with no 3.5m box and stone Ninche failed deck graded health within TOR side drains culvert pitching facilities etc Ease of Side Mayir- Eroded, 2Nos. 2m Approaches transp. , Rural Wamba 2-span RC drains 166 6 Sanga Tari- 0453841 1021181 2.0 0455576 1021810 Earth no side 4.8 2 I 5.5 x 2m box to be None Farming access to VL LT, B I 4 4 2 4 4 4 380 Interior Rd bridgeh and stone Ninche drains culvert graded health within TOR pitching facilities etc

12 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 Ease of 2-span RC Side Mayir- Eroded 3Nos. 3m Approaches transp., Rural Wamba bridge 9m drains 167 7 Sanga Tari- 0453082 1019360 4.05 0455576 1021810 Earth with no 9 3.8 I 2.1 x 3m box to be None Farming access to L LT, B I 4 3 2 4 4 4 370 Interior Rd long and and stone Ninche side drains culvert graded health within TOR 3.8m high pitching facilities etc Ease of Highly 2-span log Side Mayir- 1-span Approaches transp., Rural Wamba eroded bridge 18m drains 168 8 Sanga Tari- 0451053 1018560 6.3 0455576 1021810 Earth 18 2.6 IV 3 RC bridge to be None Farming access to L LT, B I 4 2 2 4 4 4 360 Interior Rd with no long and and stone Ninche (18m) graded health within TOR side drains 2.6m high pitching facilities etc Ease of 1-span log Side Mayir- Eroded 2Nos. 2m Approaches transp. , Rural Wamba bridge 3.9m drains LT, 169 9 Sanga Tari- 0452312 1018978 5.0 0455576 1021810 Earth with no 3.9 2.8 I 2.7 x 2.5m to be None Farming access to L I 4 4 2 4 4 4 380 Interior Rd long and and stone HT, B Ninche drains box culvert graded health within TOR 2.8m high pitching facilities etc Ease of Overgrown Side Sambe - 5-span RC 2-span Approaches transp., Rural Wamba Footpat with drains HT, 170 10 Sanga Agamate 0452814 1008002 8.3 0457496 1013203 20 3 I 3.3 bridge with RC bridge to be None Farming access to L I 4 3 1 4 3 4 340 Interior Rd h shrubs and stone LT, B Rd failed deck (10m) graded health within TOR and trees pitching facilities etc

Eroded , Ease of 4-span log Side Aninka- no side 2-span Approaches Road to transp. , Rural bridge high drains 171 11 Sanga Sanga 0440710 1028798 9.38 Gwantu 0440520 1020147 Earth drains, 24.3 2.88 I 2.2 RC bridge to be be Farming access to L LT, B I 4 2 3 4 4 4 370 Interior with failed and stone Road prone to (12.5m) graded realigned health within TOR timber deck pitching flooding. facilities etc

Eroded, Ease of Tripple 2Nos. Ancha - Gwantu- no Approaches transp., Rural cells 1.5m x Side LT, 172 12 Sanga Anzare - 0437882 1012791 1.35 Akwanga 0437519 1013906 Earth protection 3.45 0.9 II 6.3 to be None Farming access to L II 4 4 2 4 3 4 360 Interior 900mm dia. 2m box drains B, V Gido Road of graded health within TOR Pipe culvert structure facilities etc Ease of Eroded Culvert Ancha - Gwantu- 1No. 2m Approaches transp., Rural and abandoned, Side 173 13 Sanga Anzare 0438832 1011676 2.85 Akwanga 0437519 1013906 Earth 2.9 1.1 I 7.5 x 3m box to be None Farming access to V. L LT, B I 4 4 1 4 4 4 370 Interior needs to deck reinf't drains Road Road culvert graded health within TOR be graded exposed facilities etc

Eroded, Ease of 4-span RC Side no drains. 2-span Approaches transp., Rural Maitaka Abu bridge, drains HT, 174 14 Sanga 0444083 1009279 4.85 0448092 1010636 Earth One 25 5 I None. RC bridge to be None Farming access to V. L I 4 2 2 4 4 4 360 Interior ma Road Road deck and stone LT, B abutment (12.5m) graded health within TOR washed off pitching failed facilities etc

Ease of Eeroded, 1-span log Side 2Nos. 2m Approaches Road to transp., Rural Maitozo Abu no side bridge drains LT, 175 15 Sanga 0448809 1010928 0.75 0448161 1010744 Earth 3.6 2 I 2 x 2m box to be be Farming access to V.L I 4 4 1 3 3 4 340 Interior Road Road drains,alig failed and stone B.V culvert graded realigned health within TOR n. poor timber deck pitching facilities etc 1-span log Ease of Dogon Side Daji- Mararaba Eroded, bridge 1-span Approaches transp., Rural drains HT, 176 16 Sanga Mararaba 0444367 10138563 10.1 Sabon 0452856 1042638 Earth no 16.5 4.5 I 2 16.5m long RC bridge to be None Farming access to L I 4 3 2 4 4 4 370 Interior and stone LT, B Sabon Gida drainage and 4.5m (18m) graded health within TOR pitching Gida high facilities etc Ease of Eroded, failed open Open Approaches transp., Rural Abu - Abu 177 17 Sanga 0449209 1003113 0.22 0449018 1003020 Earth no 7 2 I 3 concrete drift 7.5m to be ditto None Farming access to V. L LT, B I 4 4 2 4 4 4 380 Interior Kankri Road drainage drift x 8m graded health within TOR facilities etc Vented failed Ease of drift Side Zanhu - Eroded, concrete Approaches Road to transp., Rural Abu 7.5mx15m drains 178 18 Sanga Kankri - 0450610 1004455 3.2 0448409 1003522 Earth no side 14.8 0.8 II 4 drift with a to be be Farming access to V.L LT, B I 4 4 1 4 3 4 350 Interior Road + 2Nos and stone Abu drains 600mm dia. graded realigned health within TOR 900mm ø pitching Pipe facilities etc pipe

Ease of Side Urban Antor - High 6 cell 3Nos. 2m Approaches transp., Wamba drains area, 179 19 Sanga Gwanigu 0457992 1033377 1.38 0456803 1032954 Earth eroded no 5.6 1 II 4.9 600mm dia. x 2m box to be None Farming access to L LT, B I 4 4 2 4 4 4 380 Rd and stone outside of Road drainage Pipe culvert culvert graded health pitching TOR facilities etc Ease of Side Urban Antor - Eroded, Log bridge 2Nos. 2m Approaches transp., Wamba drains area, 180 20 Sanga Gwanigu 0458591 1033840 2.25 0456803 1032954 Earth no side 4.7 1.7 II & III 2.5 besides 3 x 2m box to be None Farming access to L LT, B I 4 4 2 4 4 4 380 Rd and stone outside of 13 Rd drains cell pipe culvert graded health pitching TOR facilities etc Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

2-span RC Ease of Highly Side Urban bridge, 10m 1-span Approaches transp, Sabon Hayin Makarfi eroded, drains / area, 181 1 0363108 1231302 1 - - Earth 10 3.56 I 3 long, 3m RC bridge to be None Farming access to L LT, B I 1 3 1 1 1 1 120 Gari Ojo College no side stone outside of wide & 3m (10m) graded health drains pitching TOR high facilities etc

Eroded, Urban Kaduna - 1 cell 1 cell Sabon Rafin muddy, Culvert within Urban Uban area, 182 2 0357762 1228986 0.1 Kano 0359962 12131398 Earth 1 0.7 III 2.8 600mm ø 900mm ø None NA NA NA NA 1 4 1 1 1 1 130 Gari Sidi no side area area outside of road pipe pipe drains TOR 2No. 2m x Sabon Layin Samaru Footpat Culvert within Urban Uban Rural 183 3 0357764 1231812 0.8 - - Stable 4.2 2.2 IV None None 2m box None NA NA NA NA 1 4 1 1 1 1 130 Gari Zomo Road h area area Interior culvert Kaduna - 2 cell 1 cell Sabon Dan Culvert within Urban Uban Rural 184 4 0359684 1230401 1.5 Kano 0359962 1231398 Earth Stable 2 0.9 III 3 600mm ø 900mm ø None NA NA NA NA 1 4 1 1 1 1 130 Gari Awaki area area Interior road pipe pipe Gangara Farming, 3m x 2m x 5No. 3m x / Settlement Prod. Flooding, All 185 1 Giwa 1256583 0330756 2 Gangara 1253797 0323813 Earth 16.5 1.8 III 6.5 6 boxes 3m box Required Required Required High I 4 4 3 4 4 4 390 Rural Dundubu , Flooded Marketin Erosion Types culvert culvert s g

Farming, 2No. 2m x Nasara / Settlement 2 x 0.6m Prod. Flooding, All 186 2 Giwa 1251409 0327959 2.5 Gulbala 1250061 0325640 Earth 1.6 1 II 1.2 2m box Required Required Required High III 4 4 2 3 3 4 350 Rural Balabus , Flooded dia pipe Marketin Erosion Types culvert g

Yakawad 2.5m x Farming, 2-span a / Settlement 2.5m x 2 Prod. Flooding, All Rural 187 3 Giwa 1244158 324578 1.8 K. Kasa 1245588 0324572 Earth 50 2 III 5.3 RC bridge Required Required Required High III 2 2 3 4 4 3 295 Aginsaw , Flooded boxes Marketin Traffic Impair Types Interior (12.5m) a culvert g

2.5m x Farming, Yakawad 2-span Yakawad Settlement 2.5m x 2 Prod. Flooding, All Rural 188 4 Giwa a / 1244085 0324015 2.6 1245588 0324572 Earth 50 3 III 5.5 RC bridge Required Required Required High III 2 2 3 3 4 3 285 a , Flooded boxes Marketin Erosion Types Interior Iyatawa (12.5m) culvert g

Farming, Earth Settlement 3m x 3m x 3No. 3m x Jigo / Prod. Flooding, All Rural 189 5 Giwa 1233715 0303513 12.6 Gazare 1240475 0303681 Footpat , Erosion 50 4 III 5.1 2 boxes 3m box Required Required Required High I 4 4 4 3 4 4 390 Mugaba Marketin Erosion Types Interior h & Flooded culvert culvert g

Rural Idasu / Farming, Earth 2-span Buses Interior, Ang Prod. Flooding, 190 6 Giwa 1236088 0305919 15 Kaya 1244202 0307745 Footpat Stable 50 4 None N/A N/A RC bridge Required Required Required Low , L. I 2 2 2 3 3 4 280 Outside Sarki Marketin Erosion h (12.5m) Truck scope of Pada g TOR

2.4m x Farming, Tudun Settlement 3No. 3m x Ang Dan 2.4m x 2 Prod. All Rural 191 7 Giwa Fulani / 1241912 314049 1.5 1243088 0313906 Earth , Erosion 150 3 III 4.8 3m box Required Required Required Flooding High III 4 4 3 4 4 4 390 Yaya boxes Marketin Types Interior Doka & Flooded culvert Culvert g

Tasan Farming, Earth Settlement Outside Buses Shari / Tasan Prod. Flooding, 192 8 Giwa 1237220 0318421 6.3 1240446 0317618 Footpat , Erosion 160 4 None N/A N/A scope of Required Required Required Low , L. I 1 1 1 4 4 4 265 Rural Hayan Shari Marketin Traffic Impair h & Flooded project Truck Kanwa g

Farming, Rinjim / Settlement 4No. 3m x Prod. Flooding, All Rural 193 9 Giwa Ang 1244365 0316020 0.8 Rinjim 1243722 0316133 Earth , Erosion 150 3 None N/A N/A 3m box Required Required Ok High I 4 4 3 4 4 4 390 Marketin Traffic Impair Types Interior Gwanki & Flooded culvert g

Ang Farming, Lelle Settlement 4 x 2 x 1-span Flooding, Prod. All Rural 194 10 Giwa Doka / 1243403 0330940 2.1 Giwa 1244402 0331960 Earth , Erosion 30 2.1 II 7 0.6m dia RC bridge Required Required Required Erosion, High I 3 3 3 4 4 3 330 Marketin Types Interior Dan & Flooded pipe culvert (15m) Traffic Impair g Magaji

Farming, Rafin 2-span Traffic Prod. All Rural 195 11 Giwa Madara / 1250684 0334270 7.5 Giwa 1245298 0331640 Earth Erosion 50 4 None N/A N/A RC bridge Required Required Required Impair, Low I 2 3 4 4 4 4 340 Marketin Types Interior 14 Rugoji (12.5m) Erosion g Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Farming, Matsiyac Earth 2No. 3m x Dan Prod. All 196 12 Giwa h Raf / 1249850 0341879 2.4 1250342 0344575 Footpat Erosion 20 2 None N/A N/A 3m box Required Required Required Erosion Low I 4 4 2 4 4 4 380 Rural Mahawai Marketin Types Ganuwa h culvert g

Ang Farming, Earth 3No. 2m x Bagwai / Dan Not Prod. All Semi- 197 13 Giwa 1253540 0341722 8.1 1250342 0344575 Footpat Erosion 25 1.8 None N/A N/A 2m box Required Required Erosion Low I 4 4 3 4 4 4 390 Alh Mahawai Required Marketin Types Urban h culvert Babandi g

6.5m x Add 3Nos. Farming, 2.0m x 1 Tsibiri / 2m x 2m Prod. All Rural 198 14 Giwa 1236859 0339863 2.1 Shika 1238396 0342341 Earth Settlement 120 2.1 III 2 box Culvert Required Required Ok Erosion High III 4 4 4 4 4 3 375 Tawatsu boxe Marketin Types Interior & 1 x 0.9m culvert g pipe culvert

Farming / ABU Produce 3m x 3m x 2-span Rural out Linking ABU Marketin All 199 15 Giwa 1232189 0351707 1.71 1233882 0351839 Earth Erosion 30 3.5 III 6.2 2 boxes RC bridge Required Required Ok Erosion High I 2 2 4 4 4 2 280 of scope of Panhany Gate g, Types culvert (12.5m) TOR a Minning Aggregat es

Farming Earth Settlement 2-span / Traffic Tabobi / Tabobi All Rural 200 16 Giwa 1229989 0338549 3.2 1226987 0339238 Footpat , Erosion 40 4 None N/A N/A RC bridge Required Required Required Produce Impair, High I 2 2 4 4 4 4 330 Danza Junction Types Interior h & Flooded (12.5m) Marketin Erosion g

Farming kudanda Settlement 2m x 2m x Outside / Erosion, Kudanda All Rural 201 17 Giwa n / Ayin 1223272 0302967 1 1222709 0303078 Earth , Erosion 350 5 III 2.85 8 boxes scope of Required Required Required Produce Road High III 1 1 4 4 4 3 270 n Types Interior Mallam & Flooded culverts project Marketin Settlement g

Farming Earth 2-span / Rural Sabon Kudanda Flooding, All 202 18 Giwa 1216829 0298324 7.59 1222709 0303078 Footpat Erosion 77 4 None N/A N/A RC bridge Required Required Required Produce High I 2 2 3 4 4 4 320 Interior Fili / Bula n Erosion Types h (12.5m) Marketin within TOR g

Farming, Earth 2-span Rural Sabon Kudanda Prod. Flooding, All 203 19 Giwa 1211795 0297102 12.5 1222709 0303078 Footpat Erosion 110 4 None N/A N/A RC bridge Required Required Required High I 2 2 3 4 4 4 320 Interior Fili / Bula n Marketin Erosion Types h (12.5m) within TOR g

One Ease of 1-span log Side Zaman approach Deck Approaches transp., Motor Rural Zagon Kurmin bridge 5.3m drains 204 1 Dabo - 0442423 1088006 2.7 0440468 1089417 Earth motorable, 5.3 3.5 I 5.9 rehabilitati to be None Farming access to V.L cycle II 4 4 1 4 4 4 370 Interior Kataf Masara long and and stone Doka the other on graded health only within TOR 3.5m high pitching bush path facilities etc

Ease of Side Zaman 3Nos. 2m Approaches Road to transp., Motor Rural Area Zagon Kurmin Footpat meanderin Log over drains 205 2 Dabo - 0442705 1087983 3.05 0440468 1089417 7.4 2 III 0.45 x 2m box to be be Farming access to V.L cycle I 4 4 1 4 4 4 370 weithin Kataf Masara h g footpath crossing and stone Doka 2 culvert graded realigned health only TOR pitching facilities etc Ease of Side Kabam - Highly 3Nos. 2m Approaches transp., Motor Rural Area Zagon drains 206 3 Gidan 0408437 1071524 0.53 Kabam 0408782 1071940 Earth eroded & 7 1.5 III None None x 2m box to be None Farming access to V.L cycle I 4 4 1 4 4 4 370 weithin Kataf and stone Maga narrowed culvert graded health only TOR pitching facilities etc 15 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Highly Ease of Kamanta eroded, Side 1No. 2m Approaches transp., Rural Area Zagon n - no drains, Box culvert, drains 207 4 0410331 1085507 0.85 Kamatan 0409635 1085031 Earth 2.9 1 I 2 x 3m box to be None Farming access to L LT, B I 4 4 2 4 4 3 355 weithin Kataf Ashafa approache 1m x 3m and stone culvert graded health TOR road s pitching facilities etc narrowed.

embankm Ease of ent Side Rural Kamanta Bailey Outside Approaches transp., Zagon thraetened drains Interior 208 5 n - 0410491 1085638 1.05 Kamatan 0409635 1085031 Earth 28 3.6 V 3.6 bridge with scope of to be None Farming access to L LT. B II 4 1 2 4 4 3 325 Kataf by and stone outside Ashafa failed pier project graded health erosion of pitching TOR facilities etc river bank.

Ease of 1-span log Side Zonkwa - Eroded, 1No. 2m Approaches transp., Zagon U. Baya bridge 3.8m drains Rural 209 6 Ramai 0420912 1082491 1.09 0421770 1081991 Earth no side 3.8 2 I 5.2 x 3m box to be None Farming access to L LT, B I 3 4 2 3 3 3 300 Kataf Zonkwa long and and stone Interior rd drains culvert graded health 2.0m high pitching facilities etc Ease of Magwafa Side Rural , Outside Approaches Farming transp., Zagon n - Saminak drains Outside 210 7 0436132 1094481 10.1 0436863 1088571 Earth Foot paths 100 5 V None None scope of to be None & access to V.L Nil 4 1 1 4 4 4 4 295 Kataf Gidan a Road and stone scope of project graded Fishing health Zaki pitching TOR facilities etc

Gangara Farming, Light 3Nos Erosion, u / Flooded, Prod. Truck, Rural 211 1 Makarfi 1262765 0385033 0.6 Yarzara 1262765 0385033 Earth 17 1.2 None N/A None 1200mm Required Required Required Trafic Low I 4 4 2 4 3 4 360 Makaurat Erosion marketin Interior ø pipe Impaired a g Buses

Farming, Outside Flooding, Makarfi / Flooded, Prod. All Rural 212 2 Makarfi 1256468 0376901 1.2 Makarfi 1257040 0377660 Earth 400 4 None N/A None scope of Required Required Required Traffic High I 1 1 3 4 4 3 260 Tamowa settlement marketin Types Interior project Impaired g

2Nos Farming, Light Flooding, Makarfi / Flooded, 1.5m x Prod. Truck, Rural 213 3 Makarfi 1256635 0377588 1 Makarfi 1257040 0377660 Earth 1.5 1.2 III 1.5 Box Culvert Required Required Required Traffic High II 4 4 3 4 4 4 390 Ruma settlement 1.5m box marketin Interior Impaired culvert g Buses

Vented drift Farming, Light Feleke / Flooding, Tasan Flooded, 7.5mx22m Prod. Truck, Rural 214 4 Makarfi Dan 1251101 0375755 1.5 1257040 0377660 Earth 22 0.98 None N/A None Required Required Required Traffic Low I 4 4 3 4 3 4 370 Tsamiya Erosion + 3Nos marketin Interior Ayamaka Impaired 900mm ø g Buses pipe

Rural Farming, Light Feleke / 2-span Flooding, Interior, Tasan Flooded, Prod. Truck, 215 5 Makarfi Dan 1252117 0374789 4.2 1249640 0327547 Earth 310 4.5 III 4 Box Culvert RC bridge Required Required Required Traffic Low III 2 2 3 4 3 4 300 Outside Tsamiya Erosion marketin Ayamaka (12.5m) Impaired scope of g Buses TOR

Abamala Farming, Light 1No. 2m m / Nasaraw Prod. Truck, Rural 216 6 Makarfi 1240793 0378679 4.3 1243706 0380556 Earth Erosion 3.5 2 VII 3.5 Log Bridge x3m box Required Required Required Ponding Low I 4 4 3 4 3 4 370 Nasaraw a Doya marketin Interior culvert a Doya g Buses

Farming, Light Rahama Outside Rahama Asphalt Prod. Truck, Rural 217 7 Makarfi 1249115 0381792 4 (Zaria/Ka 1251439 0379117 Fadama 500 4 None N/A None scope of Required Required Required Fadama High I 1 1 4 4 4 4 295 n Durun , Earth marketin Interior no Exp) project g Buses

Farming, 3Nos Erosion, Mayere / Footpat Not Prod. Rural 218 8 Makarfi 1250374 0391449 1.2 Mayere 1251751 0391672 Erosion 13.5 0.96 None N/A None 900mm ø Required Required Trafic Low Buses I 4 4 2 4 3 4 360 Ang. Lili h Required marketin Interior pipe Impaired g 16 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Farming, Light Gidan 3Nos. 2m Not Prod. Truck, Rural 219 9 Makarfi Sharu / 1251488 0391957 1 Mayere 1251751 0391672 Earth Ponding 23 2.1 II 5 Pipe / Log x 3m box Required Required Flooding Low III 4 4 3 4 3 4 370 Required marketin Interior Mayere culvert g Buses

Maitukur Farming, wa 2Nos. Light

Bridge Footpat 1.5m x Sedimentatio Truck, 220 10 Makarfi 1250412 0393189 3 Mayere 1251751 0391672 Flooded 50 1.8 II 3.5 Pipe Culvert Required Required Required Produce Low III 4 4 3 4 3 4 370 Rural Mayere h 2m box n marketin – Ang culvert Buses g Karoti

Farming, Light Ba’aman 2Nos Footpat Not Not Prod. Truck, 221 11 Makarfi – G. Dan 1252542 0388575 4 Mayere 1251751 0391672 Stable 4.5 0.65 None N/A None 900mm ø Required None Low IV 4 4 2 4 3 4 360 Rural h Required Required marketin Beli pipe g Buses

Farming, Light 2-span Tafida / Flooded, Prod. Truck, 222 12 Makarfi 1248834 0396240 1.5 Tafida 1248528 0396928 Earth 300 3.5 II 1.5 Pipe culvert RC bridge Required Required Required Fadama Low III 2 2 2 4 3 3 265 Rural Ang Yero settlement marketin (12.5m) g Buses

1Nos. Farming, Light Kunkumi Flooded, 1.5m x Prod. Truck, Rural 223 13 Makarfi 1255132 0393625 1.8 Kunkumi 1255141 0393607 Earth 2.1 1.1 II 2.5 Pipe Culvert Required Required Required Fadama Low III 4 4 3 4 3 3 345 / Mayere settlement 2m box marketin Interior culvert g Buses

Farming, Light Makarfi / 3Nos Flooded, Not Prod. Truck, Rural 224 14 Makarfi Dan 1254819 0376050 6 Makarfi 1257040 0377660 Earth 7 1.5 II 1.5 Pipe Culvert 900mm ø Required Required Flooding Low IV 4 4 2 4 3 3 335 settlement Required marketin Interior Ayamaka pipe g Buses

Farming, Light Ang. Lili 2-span Erosion, Dan Prod. Truck, 225 15 Makarfi / gidan 1249198 0391605 2.6 1251751 0391672 Earth Erosion 50 7 None N/A None RC bridge Required Required Required Trafic Low I 3 2 3 4 3 4 325 Rural Kwaire marketin Kanya (12.5m) Impaired g Buses

Semi 3Nos. Farming, Light Urban, Bazana / 2.5m x Not Prod. Flooding, Truck, Asphalt 226 16 Makarfi T. Wada 1244527 0393187 2.6 Bazana 1243684 0392100 Earth Stable 34 2.5 None N/A None Required Required Low I 4 4 3 4 3 4 370 2.5m box Required marketin Ponding road Gubuchi culvert g Buses linking B/Gwari

3Nos. Farming, Light Kunkumi Footpat 1.5m x Not Prod. Truck, Rural 227 17 Makarfi 1253172 0392583 2 Mayere 1251751 0391672 Stable 45 1.8 None N/A None Required Required None Low I 4 4 3 4 3 3 345 / Mayere h 2m box Required marketin Interior culvert g Buses

Farming 23 x0.9m 4Nos. 3m Road Erosion, Chikwarb / Prod. All Rural 228 1 B/Gwari 1178446 0229483 29.2 B/Gwari 1177868 0229483 Asphalt OK 20 3.5 III 20 diameter x 3m box Reistateme Required OK Traffic High III 4 4 4 4 4 2 350 a Marketin Types Interior pipe culvert culvert nt Impaired g

Farming Rafin 2-span Erosion, / Prod. All Rural 229 2 B/Gwari Gungum 1158062 0192108 60.6 B/Gwari 1177868 0229483 Earth Erosion 35 4 None N/A N/A RC bridge Required Required Required Traffic High I 4 2 4 4 4 4 380 Marketin Types Interior e (12.5m) Impaired g

Farming Destro 2-span / Erosion, Kwalakw yed Destroyed All Rural 230 3 B/Gwari 1253410 0277392 5.3 Tabani 1253004 0282120 Earth Erosion 30 3.5 II RC bridge Required Required Required Produce Traffic High I 4 2 4 4 4 4 380 angi Compl Completely Types Interior (12.5m) Marketin Impaired etely g

Destro Farming 3Nos. 3m Erosion, Kwalakw yed Destroyed / Prod. All Rural 231 4 B/Gwari 1253360 0276947 6 Tabani 1253004 0282120 Earth Erosion 25 3 II x 3m box Required Required Required Traffic High I 4 4 4 4 4 4 400 angi Compl Completely Marketin Types Interior culvert Impaired 17 etely g Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Destro Farming 1-span Erosion, Kwalakw yed Destroyed / Prod. All Rural 232 5 B/Gwari 1253401 0276841 6.3 Tabani 1253004 0282120 Earth Erosion 20 3 II RC bridge Required Required Required Traffic High I 4 3 4 4 4 4 390 angi Compl Completely Marketin Types Interior (12.5m) Impaired etely g

Farming 1-span / Erosion, Kwalakw Bridge All Rural 233 6 B/Gwari 1256548 0273894 10.7 Tabani 1253004 0282120 Earth Erosion 15 3.5 I 11.5 RC bridge Required Required Required Produce Traffic High I 4 3 4 4 4 4 390 angi Span 11.5m Types Interior (12.5m) Marketin Impaired g

Rural Destro Farming 2-span Erosion, Interior, Kwalakw yed Destroyed / Prod. All 234 7 B/Gwari 1256521 0272891 11.8 Tabani 1253004 0282120 Earth Erosion 150 3 III RC bridge Required Required OK Traffic High I 4 2 4 4 4 4 380 Outside angi Compl Completely Marketin Types (12.5m) Impaired scope of etely g TOR Rural 7.5m x Farming Settlement 2-span Erosion, Interior, Kafani 3.5m x 14 / Prod. All 235 8 B/Gwari Kirinku 1195413 0241575 1.68 1193873 0242088 Earth , Erosion 80 10 III 7.5 RC bridge Required Required Required Traffic High I 4 2 4 4 4 4 380 Outside Doka boxes Marketin Types & Flooded (12.5m) Impaired scope of culvert g TOR

Farming Outside Erosion, Gwaran Kafani / Prod. All Rural 236 9 B/Gwari 1219277 0234769 26.4 1193873 0242088 Earth Erosion 200 15 None N/A N/A scope of Required Required Required Traffic High I 4 1 4 4 4 4 370 Dutse Doka Marketin Types Interior project Impaired g

Farming Settlement Outside Kafani Completely / Prod. Flooding, All Rural 237 10 B/Gwari Kirinku 1196018 0241526 2.23 1193873 0242088 Earth , Erosion 350 2.5 III 6.5 scope of Required Required Required High I 4 1 4 4 4 4 370 Doka destroyed Marketin Erosion Types Interior & Flooded project g

Farming / Prod. 3Nos. 3m Marketin Traffic Farin Gully Not Not All Rural 238 11 B/Gwari Saulawa 1223633 0268056 9.66 1224284 0258356 Asphalt 15 3.5 None N/A N/A x 3m box Required g, Small Impair, High I 4 4 3 3 4 4 380 Ruwa Erosion Required Required Types Interior culvert Scale Erosion Industrie s

Farming Earth 2-span Kwasha / Prod. All 239 12 B/Gwari Ang Gara 1234498 0267013 1.36 1235087 0265788 Footpat Erosion 50 4.5 None N/A N/A RC bridge Required Required Required Erosion High I 4 2 4 4 4 4 380 Semi urban Kwasha Marketin Types h (12.5m) g

Rumana Additional Earth Erosion, Erosion, Light Junction 2 / 3m x 3m 2Nos. 3m 240 13 B/Gwari Rumana 1177111 0298415 4 1173141 0298851 Footpat Settlement 15 3 III 4 Required Required Required Farming Traffic High Truck, III 3 4 3 4 4 4 365 Rural Near box Culvert x 3m box h , Flooded Impaired Buse Buruku culvert

R C side seat of Approach All drains LGA,Sc Maraban 1-span to be filled, route types Maraban Tarred stable but small 2 spans &stone hools,M Unimpeded 241 1 Kajuru Kajuru- 357337 1141677 1.8 359069 1142242 11 4.96 11 RC bridge compacted alignmen High of III 1 4 4 4 3 2 255 Rural Kajuru road winding bridge @5.5m pitched arket & dual travels Tantatu (12.5m) & t regd vehicl embankm a 2 star asphalted es nt hotel

18 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Centralis e culvert Free & slab failed on 2Nos. Excavate faster travel reinforceme stream 1.5m x filling & side drain Farming time,but heavy Maraban box & nt exposed channel, Maraban 2m box + compaction complete & travel faster Outside 242 2 Kajuru Kajuru- 350395 1135195 13.5 359069 1142242 Earth Straight, 80 2 pipe 2 but river low I 3 4 2 2 2 4 295 Kajuru 4Nos over with to stream flow &light TOR Tantatu culvert inadequate training 900mm ø fadama concrete Market reduce trucks & pipe filled works pipe blockwork fadama area with earth up & close culvert down stream

Fadama Increase Farming heavy river Kororo- Fadama pipe 2(900mm) length of filling & concrete & travel Ease of Outside 243 3 Kajuru 356324 1146499 4.2 360094 113954 Earth Eroded 4 1.4 2 training low IV 4 4 2 3 2 3 305 Kutura- Kororo culvert culvert pipe by compaction side drains to movement &light TOR work Maro 4.5m Market trucks

Not Fadama To be To be Farming heavy Unstable, define Outside To be Kororo- Fadama determine determin & travel Ease of Rural 244 4 Kajuru 356984 1126457 15.8 360094 113954 Earth sloping & d, 6.4 none none none scope of determined low I 4 1 2 3 2 4 300 Kutura- Kororo d from ed from to movement &light interior Silty over project from survey Maro survey survey Market trucks 95m

To be To be Farming heavy Maraban Kachia Unstable, 2-span To be determine determin & travel Ease of Outside 245 5 Kajuru Kachia- 392170 1117181 7.2 grazing 389406 1111501 Earth sloping & 28 3 none none none RC bridge determined low I 4 1 2 2 2 4 290 d from ed from to movement &light TOR Aduma Reserve lateric (12.5m) from survey survey survey Market trucks

3Nos. 1.5m x filling & Side Farming river heavy Danbagu Dan 2m box + compaction drains & & travel Ease of Rural 246 6 Kajuru 367782 1142645 6 368500 1138380 Earth Muddy 7 1.2 none none none training low I 1 4 2 3 2 4 255 du-Afago Bagudu 2Nos over stone to movement interior work trucks 1200mm fadama pitching Market ø pipe Right Maraba bank To be To be Farming 2-span To be Iri-Iri Maraban stable, left determine determin & travel Ease of 247 7 Kajuru 373299 1116279 7.8 379573 1114631 Earth 28 3.5 none none none RC bridge determined High heavy I 4 1 2 3 2 4 300 Rural Station Iri bank d from ed from to movement (12.5m) from survey Maro slopy & survey survey Market eroded All Kasuwa Minor Side Farming types Magani- Kasuwa Tarred 2 span 2 spans repair and filling & drains & & travel Ease of 248 8 Kajuru 365510 1151458 6.7 359254 1150072 ok 7 6.2 7 High of I 1 2 1 2 2 4 215 rural Rimau- magani road bridge @3.5m protection compaction stone to movement vehicl Kalla works pitching Market es U.Rana Ung 3Nos. 3m route Not kufana- footh filling & concrete Ease of light 249 9 Kajuru 362651 1138382 2 Rana deep gully 10 3.2 none none none x 3m box alignmen Farmiing low in 1 4 2 2 2 4 245 rural Rafin path compaction side drains movement trucks Kufana culvert t regd TOR Kunu LT, Nagoyi- feeder 250 1 Zaria 361628 1222738 undulating 10 1.5 5/Box 10 9 No work earth fill rip-rap weeds farming ease low B,V 1 1 1 3 3 2 3 210 rural A/Kaya rd Bike LT, Nagoyi- feeder 251 2 Zaria 360515 12220937 undulating 5 1.65 2/Pipe 1.5 3.3 No work fail apron ponds farming ease low B,V 1 1 1 3 3 2 3 210 rural A/Kaya rd Bike 3Nos. Dambo- LT, feeder TimberB 1.5m x 252 3 Zaria Rafin 366941 1225244 undulating 6 2 2 5 scouring farming ease low B,V 1 1 1 3 3 2 3 210 rural rd R 1.5m box Giwa Bike culvert

Gyellesu- LT, feeder 253 4 Zaria A/Maigw 362267 1225772 undulating DeckBR 2 1.5 No work farming ease low B,V 1 1 1 3 3 2 3 210 rural rd ado Bike

Gyellesu- LT, feeder 254 5 Zaria A/Malam 360836 1225953 undulating 5.2 1.8 Box 1.5 3.5 No work desilt farming ease low B,V 1 1 1 3 3 2 3 210 semi-urban rd ai Bike

LT, K/Doka- feeder TimberB 3Nos900m 255 6 Zaria 358996 1225496 undulating 0.6 30 farming ease low B,V 1 1 1 3 3 2 3 210 semi-urban Magume rd R m ø pipe Bike 19 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Rafin 2Nos. LT, Albasa- feeder 1.5m 256 7 Zaria 356404 1221768 undulating nil trading ease low B,V 1 1 1 3 3 2 2 185 semi-urban Gwargwa rd x1.5m Bike je Box culvert

LT, Kaura- s/dress 257 8 Zaria ok Box No work trading ease low B,V 1 1 1 3 3 2 2 185 semi-urban Amanu ed Bike Albarkaw LT, a- s/dress 258 9 Zaria ok Box No work farming ease low B,V 1 1 1 3 3 2 2 185 semi-urban R/Kamba ed Bike ri LT, K/Kona- feeder 259 10 Zaria 362840 12199414 undulating 25 2.7 BR 3 25 No work painting trading ease low B,V 1 1 1 3 3 2 2 185 semi-urban Aba rd Bike LT, K/Gayan- feeder 260 11 Zaria 359921 1218493 2.8 K/Gayan undulating 30 5 nil No work trading ease low B,V 1 1 1 3 3 2 2 185 semi-urban Zakara rd Bike Kako- LT, feeder 261 12 Zaria Damank 326128 1213618 1.45 undulating No work trading ease low B,V 1 1 1 3 3 2 1 160 semi-urban rd o Bike Kako- LT, feeder 262 13 Zaria Damank 361849 1214174 2.4 undulating No work trading ease low B,V 1 1 1 3 3 2 2 185 semi-urban rd o Bike Zakara- LT, feeder 6Nos900m 263 14 Zaria Damank 361261 1215495 3.33 undulating 100 3 nil farming ease low B,V 1 1 1 3 3 2 2 185 semi-urban rd m ø pipe o Bike

Open LT, Zura- Kad- feeder 264 15 Zaria 355214 1216951 1 undulating 10 1.5 Drift drift 7.5m nil nil nil farming ease low B,V 1 1 1 3 3 2 2 185 semi-urban Dorayi Zaria rd x 10m Bike

3Nos. LT, Zura- feeder 1.5m x chanellin 265 16 Zaria 355914 1217951 2.5 undulating 8 2 nil filling rip-rap farming ease low B,V 1 1 1 3 3 2 2 185 semi-urban Dorayi rd 2m Box g Bike culvert 3Nos. LT, Gabari- Kad- feeder 1.5m x chanellin 266 17 Zaria 354757 1229917 4.6 undulating nil filling rip-rap farming ease low B,V 1 1 1 3 3 2 2 185 semi-urban Jama'a Zaria rd 2m Box g Bike culvert LT, A/Dankal feeder 267 18 Zaria 355004 1226077 undulating 4 1.3 Box 1.2 5 No work farming ease low B,V 1 1 1 3 3 2 2 185 semi-urban i-Kufena rd Bike Panwank LT, i- feeder 268 19 Zaria 357971 1222679 undulating Box 1.5 1.6 No work farming ease low B,V 1 1 1 3 3 2 2 185 rural Alhazaw rd Bike a Pampo LT, feeder 269 20 Zaria Rufai- 359379 1221025 undulating 1 1 Pipe 1 1 No work farming ease low B,V 1 1 1 3 3 2 2 185 rural rd Kampani Bike

Maganda 3Nos. 3m LT, feeder chanellin 270 21 Zaria -Sabon undulating x3m Box filling rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 rural rd g Birni culvert Bike

Baban Open LT, feeder chanellin Outside 271 22 Zaria Abu- undulating 15 1.55 nil drift 7.5m filling rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 rd g TOR R/Gora x 15m Bike

Open LT, Dakace- feeder chanellin Outside 272 23 Zaria undulating 17 1.32 nil drift filling rip-rap farming ease low B,V 1 1 1 3 3 2 3 210 R/Gura rd g TOR 7.5mx17m Bike

Survey Easy & Heavy R C side Kuzai- Highly Outside High & Economic & drains & Outside 273 1 Soba Nasaraw 382754 1240457 7.3 Richifa 386078 1234697 Earth eroded 125 8.4 None None None scope of embankme Geotech Farming Movement Low light I 1 1 2 3 3 4 245 riprap TOR an Doya &silty project nt Filling Invest. of goods & Truck works reqd. persons s

20 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 Enlarged portion,sec Survey Easy & Heavy Concrete Magada- tion may Outside High & Economic & side drain 274 2 Soba s/Birni- 378681 1236761 9.4 Richifa 386078 1234697 Earth be inside 105 6.8 None None None scope of embankme Geotech Farming Movement Low light I 1 1 2 2 2 4 215 Rural & riprap Richifa lower project nt Filling Invest. of goods & Truck works galma reqd. persons s dam Turawa- Survey Easy & Heavy Makarale Highly Concrete Outside High & Economic & mu- eroded, side drain 275 3 Soba 4035039 1232763 9.7 Turawa 398208 1224647 Earth 65 6.5 None None None scope of embankme Geotech Farming Movement High light I 1 1 4 3 3 4 265 Rural Sabon silty & & riprap project nt Filling Invest. of goods & Truck Gari slopy works reqd. persons s Kurmi easy & Heavy Eroded Additional Approach Concrete Lungu- Lungu box Economic & side drain, 2Nos. 2m to be filled side drain Rural 276 4 Soba Takalafia 406816 1218379 4.5 Dankand 406990 1220324 Earth 4 1.8 culvert 4 2 Nil Farming Movement High light I 4 4 3 3 3 4 360 inadequat x 2m box & & riprap Interior -Rahama e 2(2x1.8) of goods & Truck e bidge culvert compacted works persons s

Route Filling & Ease of Eroded 3Nos. survey Kinkiba- compaction movement Heavy Maraban side drain, pipe 1.5m x concrete for Rural 277 5 Soba Zanko 381594 1210137 10.5 378621 1220246 Earth 6 1.5 6 0.6 damaged Farming but ponded low I 4 4 3 2 3 4 350 Kinkiba collapsed culverts 1.5m box side drain changing Interior Tamba culvert water may trucks culverts culvert river sections dry up channel

1No. Extend Farming, Light U / Flooded U/Kanaw 1200mmø culvert by Not Not Not Prod. Truck, Rural 279 2 Kudan Kanawa 1253741 1.3 1254320 0365437 Earth at High 1.2 0.3 II 1.2 Flooding Low II 4 4 2 2 2 4 320 0366094 a Pipe culvert 4.5m Required Required Required marketin Interior / Maaji Flows 6.1m long lenght g Buses

1No. Farming, Light 2Nos. U/Kanaw U/Kanaw 1200mmø Not Not Not Prod. Truck, Rural 280 3 Kudan 1253858 1.1 1254320 0365437 Earth Stable 1.2 1.1 II 1.2 1200mm Stable Low I 4 4 2 2 2 4 320 a / Maaji 0365851 a Pipe culvert Required Required Required marketin Interior ø pipe 6.1m long g Buses

Box culvert Farming, Light U/ 3Nos. 2m Tasan (2 x 1.6m) Not Not Prod. Truck, Rural 281 4 Kudan Samaila 1255324 0367313 1.6 1255719 0368008 Earth Settlement 50 3 III 2.1 x 2m box Required Flooding High III 4 4 3 3 3 4 360 Dankano & 6.2m Required Required marketin Interior / Doka culvert barrel length g Buses

Box culvert Farming, K/ Wali 3Nos. 2m Kauran (2 x 3m) & Prod. All Rural 282 5 Kudan South / 1250211 0371102 2.1 1250381 0371393 Earth Eroded 7 2 III 3 x 2m box Required Required Required Erosion High I 4 4 3 4 4 4 390 Wali 5.6m barrel marketin Types Interior Taba culvert length g

Single Pipe Farming, K/ Wali culvert 2Nos. Not Not Prod. Erosion, All Rural 283 6 Kudan South / 1250200 0371070 0.7 K/Wali 1250381 0371393 Earth Eroded 1.8 1.2 II 1.8 diameter 1200mm Required High I 4 4 4 4 4 4 400 Required Required marketin Flooding Types Interior Taba 1.2m & 7m ø pipe g long

Single Pipe Farming, K/ Wali culvert 2Nos. Not Not Not Prod. Erosion, All Rural 284 7 Kudan South / 1250184 0371076 0.7 K/Wali 1250381 0371393 Earth Stable 0.9 1 II 0.9 diameter 1200mm High I 4 4 2 2 2 4 320 Required Required Required marketin Flooding Types Interior Taba 0.9m & ø pipe g 6.8m long

Single Pipe 2Nos. Farming, Light Flooded culvert U/Tata / Kauran 2.5m x Not Prod. Erosion, Truck, Rural 285 8 Kudan 1253614 0370231 3.5 1251140 0371150 Earth at High 1.2 1.2 II 1.2 diameter Required Required Low I 4 4 1 2 3 4 330 Makoyi Wali 2.5m box Required marketin Flooding Interior Flows 1.2m & culvert g Buses 4.2m long

21 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Box culvert Farming, Light Flooded 2Nos. 2m U/Tata / Kauran (1.2m dia & Not Not Prod. Erosion, Truck, Rural 286 9 Kudan 1254780 0370007 5.5 1251140 0370007 Earth at High 1.2 0.9 III 1.2 x 2m box Required Low I 4 4 3 3 3 4 360 Makoyi Wali 3.7m barrel Required Required marketin Flooding Interior Flows culvert length g Buses

Farming, Taban Flooded Bridge 2-span Prod. Flooded at All Rural 287 10 Kudan Sani / 1246653 0366854 6.1 Kudan 1249890 0361901 Earth at High 60 2.5 I 6.7 Cross < RC bridge Required Required Required Low I 2 2 3 4 4 4 320 marketin High flows Types Interior Kudan Flows 15m (12.5m) g

Box culvert Farming, Light U/Jarmai 2-span Kwakwar (2 x 1.5m x Not Prod. Flooded at Truck, Rural 288 11 Kudan / 1240136 0358778 15.8 1239258 0358778 Earth Settlement 80 3.5 III 3 RC bridge Required Required Low III 2 2 4 4 3 4 310 en Manu 3m) & 5.7m Required marketin High flows Interior Danbami (12.5m) long g Buses

Farming, Light 2-span Jaja / Not Prod. Flooded at Truck, Semi 289 12 Kudan 1242493 0355728 4 Jaja 1241548 0352869 Earth Settlement 80 4 None N/A None RC bridge Required Required Low I 2 2 2 4 3 4 290 Musawa Required marketin High flows Urban (12.5m) g Buses

Log Bridge 2Nos. Farming, Light Garu / Tasan (2x1.55mx3. 2.5m x Not Prod. Truck, 290 13 Kudan 1244042 0359452 5.1 1248527 0357871 Earth Eroded 6.5 2 III 3.1 Required Required Erosion Low I 4 4 2 4 3 4 360 Rural Lafia Kade 1m box) & 2.5m box Required marketin 3.5m long culvert g Buses

Farming, Box culvert Minor Prod. Zabi / (2 x 1.8m repair and Not marketin All 291 14 Kudan 1249919 0360897 1 Zabi 1249526 0360897 Asphalt Stable 2.5 1.5 III 3.6 Required Required Stable Low IV 1 4 3 4 4 2 265 Rural Kudan x1.8m) & protection Required g, Small Types 7.3m long works Scal Industry

Saulawa 2Nos. Farming, Rural, / Janmara 1.5m x Prod. Traffic All Outside 292 1 Ikara 1255925 400263 2.6 1257493 0398649 Earth Stable 7.5 1.8 II 7.5 Box Culvert Required Required Required High III 4 4 4 4 3 3 355 Janmara mara 1.5m box marketin Impaired Types Scope of mara culvert g TOR

2Nos. Farming, Janmara Janmara 1.5m x Not Prod. Traffic All 293 2 Ikara mara / 1254489 401131 4 1257493 0398649 Earth Stable 7.5 1.8 III 6 Box Culvert Required Required High I 4 4 4 4 3 3 355 Rural mar 1.5m box Required marketin Impaired Types Saulawa culvert g

Located Farming, with Ikara Janmara Outside Erosion & Janmara Erosion, Submersible Prod. All Township 294 3 Ikara mara / 1253876 401654 6.2 1257493 0398649 Earth 50 10 VII 15 scope of Required Required Required Sedimentatio High I 1 1 4 4 3 3 250 mara Settlement Crossing marketin Types and in Saulawa project n g Good Condition Located Farming, with Ikara Janmara Open 3Nos. Janmara All Township 295 4 Ikara mara / 1256520 399708 1.8 1257493 0398649 Earth Stable 7.5 1.5 VII 7.5 Concrete 1.5m x 2m Required Required Required Produce Stable High I 4 4 4 4 3 3 355 mara Types and in Saulawa Drift box culvert marketin Good g Condition

Farming, Located Secretari Prod. with Ikara Outside at / Secretari Not marketin All Township 296 5 Ikara 1235256 415837 1 1235140 0415916 Asphalt Stable 10 2.1 III 6.5 Box culvert scope of Required Required Stable High III 1 4 2 3 2 1 180 Kwassall at Required g, Small Types and in project awa Scal Good Industry Condition 22 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Farming, Rural Prod. Outside Interior, Gada M. Secretari Not Not Not marketin All 297 6 Ikara 1235273 415585 1 1235140 0415916 Asphalt Stable 10 2.5 III 7.5 Box Culvert scope of Stable High III 1 4 2 3 2 1 180 Outside Sambo at Required Required Required g, Small Types project Scope of Scal TOR Industry

Farming, Ung. Prod. Outside Karuwai Secretari Not Not Not marketin All Rural 298 7 Ikara 1235384 415411 1 1235140 0415916 Earth Stable 7 1 III 7 Box culvert scope of Stable High III 1 4 2 3 2 1 180 / Yaka at Required Required Required g, Small Types Interior project Mallam Scal Industry

Farming, Light Ang. Lili Outside Erosion & Erosion, Truck, Rural 299 8 Ikara / Gidan 1239771 416348 7 Ikara 1235140 0415916 Earth 50 3.5 None N/A None scope of Required Required Required Produce Sedimentatio Low V 1 1 2 4 3 4 255 Settlement Interior kare project marketin n Buses g

Farming, Kwata / 1No. Secretari Erosion, All Rural 300 9 Ikara New 1235114 415157 3 1235140 0415916 Earth 1.5 1 III 4.2 Pipe Culvert 900mm ø Required Required Required Produce Erosion High I 4 4 3 4 4 4 390 at Settlement Types Interior Mosque pipe marketin g

Farming, Light Kurmi 3Nos. 2m Tasan Erosion, Submersible Not Truck, Rural 301 10 Ikara Kogi / 1239383 410054 3 1236714 0408697 Earth 22 1.6 VII 3.8 x 3m box Required Required Produce Erosion Low I 4 4 3 4 3 4 370 Gurugu Settlement Crossing Required Interior Dallawal culvert marketin Buses g

Farming, Light Ang. 2-span Not Truck, Rural 302 11 Ikara Barau / 1234435 407561 5 Ikara 1235140 0415916 Earth Stable 50 4.5 None N/A None RC bridge Required Required Produce Ponding Low I 2 2 2 4 3 4 290 Required Interior Katsalle (12.5m) marketin Buses g

Farming, 2-span Gangarid Gangarid Completely All Rural 303 12 Ikara 1266267 0399668 8 1258940 0399880 Earth Erosion 50 5 VII 25 RC bridge Required Required Required Produce Erosion Low I 4 2 3 4 4 4 370 a / Kuya a destroyed Types Interior (12.5m) marketin g

Farming, Single Pipe Rural culvert 2Nos Produce Interior, Paki Old Tasan Not Not Not All 304 13 Ikara 1262594 0404855 1.5 1261869 0405079 Earth Stable 2 0.6 II 1.6 diameter 900mm ø marketin Stable High I 4 4 2 3 3 4 350 Outside Road Ango Required Required Required Types 1.4m & pipe g, Small Scope of 6.5m long Scal TOR Industry

Farming, Single Pipe culvert 2Nos Produce Paki Old Tasan Not Not Not All Rural 305 14 Ikara 1265744 0405698 2.5 1261869 0405079 Earth Stable 2.5 0.6 II 1.4 diameter 900mm ø marketin Stable High I 4 4 2 3 3 4 350 Road Ango Required Required Required Types Interior 1.4m & pipe g, Small 6.5m long Scal Industry 23 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3

Farming,

RCC Bridge Outside Produce Paki Old Tasan 21x2mx2mx Not All Semi 306 15 Ikara 1270081 0407652 9 1261869 0405079 Earth Stable 45 1.8 V 45 scope of Required Required marketin Stable High III 4 1 2 3 3 4 320 Road Ango 4.4m block Required Types Urban project g, Small wall boxes Scal Industry

Farming, Saulawa 2-span Tasan Submersible All 307 16 Ikara / Kwari 1255645 0404854 6 1260051 0401817 Earth Erosion 50 5 VII 21 RC bridge Required Required Required Produce Erosion High I 4 2 3 3 3 4 340 Rural Gide crossing Types Turawa (12.5m) marketin g

Farming,

Box culvert 3Nos. 2m Produce Wabai / (2 x 3.5m Not All Rural 308 17 Ikara 1260484 0391651 7 Wabai 1256583 0390221 Asphalt Stable 7 3 III x 3m box Required Required marketin Stable High I 4 4 4 4 4 2 350 Auchan x3.5m) & Required Types Interior culvert g, Small 6.2m long Scal Industry

Farming, Ang Box culvert Light 3Nos. 2m Kanawa Secretari Footpat (2 x 1.5m x Truck, 309 18 Ikara 1232107 0412278 4.48 1235140 0415916 Erosion 20 2 III 4 x 3m box Required Required Required Produce Stable Low III 4 4 3 4 4 3 365 Urban / Ang at h 3m) & 6m culvert marketin liman long Buses g

Ang Farming, Light Ahmadu 2-span Secretari Footpat Truck, Rural 310 19 Ikara Rufai / 1242096 0418253 7.43 1235140 0415916 Erosion 39 3 None N/A N/A RC bridge Required Required Required Produce Flooding Low I 4 2 2 3 4 4 350 at h Interior Gidan (12.5m) marketin Buses Kolo g

Farming,

Box culvert Gidan Outside Produce Secretari (2 x 1.75m Not Not Not All Rural 311 20 Ikara Tsamiya 1235238 0415465 1.8 1235140 0415916 Earth Stable 8 1.2 III 3.5 scope of marketin Stable High IV 1 4 4 1 3 1 200 at x1.75m) & Required Required Required Types Interior / Ikara project g, Small 6m long Scal Industry

Farming, Malikanc Light Open 3Nos. 2m hi / Malikanc Footpat Not Truck, Rural 312 21 Ikara 1233645 0422753 1.52 1234653 0421622 Stable 9 2 VII 9 Concrete x 3m box Required Required Produce Stable Low I 4 4 3 4 4 4 390 Hayin hi Junct h Required Interior Drift culvert marketin Turawa Buses g

Farming, Box culvert Light Gimbawa 2Nos. 2m Tasan Footpat (1*2 m Not Not Truck, Rural 313 22 Ikara / 1238204 0421939 3.05 1235858 0423871 Stable 7.5 2 III 4.7 x 3m box Required Produce Flooding Low III 4 4 2 4 3 4 360 Dauda h x2m) & 6m Required Required Interior Asakale culvert marketin long Buses g

Farming, Light Open 1-span Kargo Kargo Truck, Major 314 23 Ikara 1237374 0426570 1 1237718 0426401 Earth Stable 22 2.5 VII 20 Concrete RC bridge Required Required Required Produce Flooding High I 4 4 3 4 4 4 390 Bridge Junction repairs Drift (15m) marketin Buses g

Kapo Farming, Box culvert Light Pala / 3Nos. 2m Kapo (2*1.2 m Not Not Truck, Beyond 315 24 Ikara Gidan 1226756 0436486 5.46 1231199 0439526 Earth Stable 15 1.8 III 5.2 x 3m box Required Produce Flooding High III 4 4 4 4 4 4 400 Pala x1.2m) & Required Required TOR Guza - culvert marketin 5.2m long Buses Garki g

24 Align. / Waterway Percie Route/Sit Type Environment Socio-Economic Overall LGA GPS Co-ordinates Distance Reference Approache Cross Section Existing Structure Reccommended works ved Engineerin Remark e of Road Socio- al Impact TOR Priority Score Coordinates s Cond. Traffic Type g Priority Economi Priorit ID S/No of Depth Details c y Crit. Width Width Embankme Protection Alignmen Level Traffic Crit. Crit. Crit. Crit. Crit. Easting Northing kM From Easting Northing (max.) Category (Dia, Span Structure Activities Ranki C2 & (m) (m) nt Works t Works s A B C1 D E m etc) ng C3 Restriction kauran Outside of weight on Gure - Bailey 2 spans of 316 1 Lere 0448642 1146810 4.5 Dan 0452810 1147100 Earth stable 34 4.5 34 scope of minimal wingwall Ok farming the bailey High HT I 4 2 3 3 3 4 340 Rural Rewa bridge 16m Gambo project will be removed

Tudai - To be To be Outside To be Cattle Lazuru - Maraba Sandy, determine determin ease of 317 2 Lere 0463766 1142837 6.0 0463766 1142837 Earth 125 1.6 none None none scope of determined rearing, Low Ht I 4 1 2 2 2 4 290 Rural Saminak Lazuru eroded d from ed from movement project from survey farming a survey survey

Stone Maigamo 1-span Route Highly log logs on filling & pitching & Farming, ease of Beyond 318 3 Lere - 0431535 1179517 2.0 Maigamo 0431748 118736 Earth 12 3 7 RC bridge alignmen High Ht, Lt I 3 3 3 3 3 4 325 eroded. bridge masonry compaction concrete Cattle movement TOR Jankasa (10m) t survery drain

Winding, sand To be Kayarda 3Nos. Route Farming deposition RCC 2 spans of filling & determine ease of 319 4 Lere - Goron - 0455320 1164215 6 Kayarda 0455779 1158710 Earth 9 2.5 8 2.5m x 3m alignmen & Cattle Low HT II 2 4 2 2 2 4 270 Rural approach bridge 4m compaction d from movement Dutse box culvert t survery rearing fairly survey stable

works Saminak To be To be other Outside To be a - Rafin Saminak Fairly RCC determine determin ease of bridge 320 5 Lere 0469348 1154310 6 0469348 1154310 Earth 125 2 10 Collapsed scope of determined Farming High HT 4 1 4 4 4 3 345 Rural Duhu - a stable bridge d from ed from movement project from survey Rimi survey survey 120m away

3Nos. 1.5m x High filling Farming Kayarde Eroded, Not 2m box + & Stone and ease of 321 6 Lere - Goron 0455503 1163756 5 Kayarda 0455779 1158710 Earth sandy and 8 1.2 none None none Ok Low HT in 1 4 2 2 2 4 245 Rural 2Nos compaction pitching cattle movement Dutse muddy TOR 900mm ø on fadama rearing pipe Mararaba Fairly 2Nos. - Maraba stable pipe 2(600mm) 1.5m x filling & concrete Farming ease of 322 7 Lere Arande - 0453651 1116286 2.3 0451547 1116579 Earth 4 2.3 2 OK Low HT I 1 4 3 3 2 4 265 Rural warsa with frm culvert culvert 2m box compaction side drains & Cattle movement Warsa abutment culvert Piti 2Nos. Maraba 2 nos Farming, Maraba Fairly pipe 1.5m x filling & concrete ease of 323 8 Lere Warsa - 0454917 1114948 4.7 0451547 1116579 Earth 5 2.7 2.5 900mm ø Ok & cattle Low HT I 1 4 3 3 2 4 265 Rural Warsa stable. culvert 2m box compaction side drains movement Piti culvert rearing culvert Garu - 2Nos. Water Farming Baban log logs on 1.5m x high filling concrete ease of HT, 324 9 Lere 0455043 1124686 2.2 Garu 0453712 1124355 Earth ponding, 3.6 1.6 3.6 Ok (Fadama Low I 1 4 2 2 2 4 245 urban Fadama bridge masonry 2m box on fadama side drains movement LT visible ) Rd culvert Garun 2Nos. kurama- Garun Erosion pipe 2(900mm) 1.5m x filling & concrete ease of 325 10 Lere 451976 1125050 3 453901 1125239 Earth 4 1.6 4 Ok Farming High Ht, Lt II 1 4 2 2 2 4 245 urban FadanKa Kurama treat culvert culvert 2m box compaction side drains movement hugu culvert Abuja Outside Rd- s/dress chanellin 326 1 Kaduna 331064 1169461 13 2 nil scope of filling rip-rap circular ease high ALL 4 1 1 1 1 1 1 100 urban Sabon ed g project Kawo Kawo- Outside chanellin 327 2 Kaduna Rafin tarred 5 3 Box 5 3 scope of filling rip-rap circular ease high ALL 4 1 1 1 1 1 1 100 urban g Guza project Outside Lemo rd- s/dress chanellin 328 3 Kaduna 329243 1169297 2 2 nil scope of filling rip-rap circular ease high ALL 4 1 1 1 1 1 1 100 urban H/Banki ed g project Outside Daura channel 329 4 Kaduna 328951 1162067 9 2 nil scope of filling rip-rap circular ease high ALL 1 1 1 1 1 1 1 100 road flow project Kabala- Outside re-align 330 5 Kaduna Kigo 328805 1161214 15 2.8 2/2.5x2.5 6 3 scope of filling rip-rap circular ease high ALL 1 1 1 1 1 1 1 100 flow Road project 25