Introduction
Hope for Street Children and Vulnerable People (HOPLE), in partnership with IOM and with the funding support from USAID, is currently implementing a project aims to address the Recent flooding in Yobe state has caused extensive devastation, particularly in the local government areas (LGAs) of Tarmuwa, Karasuwa, Nangere, and Fika. This disaster has displaced thousands of residents and left many without access to necessities, such as food, clean water, hygiene supplies, dignity kits, and secured shelter. The floods have significantly increased the risk of waterborne diseases, poor sanitation, and hygiene-related illnesses. Additionally, the absence of proper protection measures has left women, children, and other at-risk groups particularly vulnerable to exploitation and abuse.
Scope of Work
Rehabilitation of latrine (144 stances of latrine with 72 shower stances), Major rehabilitation of 36 block of 4 latrines by 2 shower sanitation facilities in a strategic location within the following LGAs namely, Karasuwa, Fika, Tarmua and Nangere. The project aims to address the lack of adequate sanitation facilities. Under this Request for Quotation, vendors are invited to bid for the Rehabilitation of latrine (144 stances of latrine with 72 shower stances) in the above mention LGAs of Yobe State. The items to be included are as follows below:
| Description | Unit | Unit | Unit Quantity | Total Price (NGN) |
| Mobilization/Demobilization | initial mobilization and final demobilization of equipment, labour and material to and from site | sum | 1.00 | – |
| Site clearance | excavation and earthwork | sum | 1.00 | – |
| Excavation | excavation pit for the latrine to a maximum depth of 2.5m (plus 0.25m sideways to allow working space) excavation of shower pit blockwork to a maximum depth of 0.6m | m | 50.00 | – |
| Levelling bottom of excavation | level and compacted bottom of excavation to receive concrete | m | 45.00 | – |
| Backfilling | filling to excavation with selected materials from exccavation | m | 45.00 | – |
| Blinding | cast 50mm blinding under blockwork with weak concrete of ratio 1:3:6 | m | 1.00 | – |
| High tensile bar (BS4449) for footings and column | Y12 – high yield reinforcement bar to be cut, bend and fix for casting slab including transport | pcs | 20.00 | – |
| Concrete floor for septic tank | cast plain M15 grade concrete (1:2:4) | 1.50 | – | |
| Block work | laying of sancrete blockwork (230x450mm) laid stretcher bond on cement and sand mortar (1:4) | Lum Sum | 160.00 | – |
| Rendering | internal rendering of septic tanks using 1:4 mortar and guageof 12mm | m | 55.00 | – |
| Formwork and casting | casting of beam slab and service slab | m | 6.50 | – |
| Concrete for slab | casting plain M15 grade concrete (1:2:4) | m | 1.60 | – |
| External hand rail to laid PWSN when using the ramp | cut, bend, weld and fix in position using 50mm 2″ inch hollow GI pipe | sum | 2.00 | – |
| Blockwork for shower collection chamber | laying of sancrete blockwork (150x450x230mm) and rendering / dressing | pcs | 20.00 | – |
| Blockwork for step and ramps | laying of sancrete blockwork (230x450mm) laid stretcher bond on cement and sand mortar (1:3) | m | 7.00 | – |
| Backfill and compact for steps and ramp | backfill and compact shower stances with 300mm thickness hardcore material | m | 1.00 | – |
| Shower floor over-site concrete | cast 75mm oversite concrete; cast plain M15 grade concrete (1:2:3) | m | 4.00 | – |
| Backfill and compact for steps and ramp | backfill and compact for step and ramps | m | 7.00 | – |
| Blockwork for shower soakpit | laying of sancrete blockwork (230x450mm) 2x2x1.5m out to out | pcs | 80.00 | – |
| Rendering | internal rendering of soak pit using 1:4 | m | 6.00 | – |
| Concrete slab for soak pit | precast slab – cast plain M15 grade concrete (1:2:3) | sum | 1.00 | – |
| Networking of liquid waste pipe | laying and connecting 4″ PVC pipe with connections and necessary fittings from floor drains to inspection chamber and to soak pit this include excavation and patching where needed | m | 2.00 | – |
| 100mm 4″ pvc floor drains | installation of 100mm PVC floor drains(with all accessories) to collect waste water from shower cubicle to inspection chamber | pcs | 2.00 | – |
| 100mm 4″ pvc ventillation pipe | installation of 100mm PVC ventillation pipe with fly preventing cap, this include fastening with metal stript langa langa to the superstructure | pcs | 6.00 | – |
| 75mm 3″ GI pipe | installation of 75mm GI vertical poles to carry super structure | pcs | 6.00 | – |
| 2×3″ hard wood (obeche) for super structure | supply, cut and nail full guage 2×3 wood as horizontal and vertical poles | pcs | 50.00 | – |
| 2×4 hard wood (obeche) for super structure | supply, cut and nail full guage 2×4 wood as horizontal and vertical poles | pcs | 30.00 | – |
| CGI sheet | supply and install 30 guage 0.20mm thickness CGI sheet for walling and roofing of the superstructure | pcs | 55.00 | – |
| door with accessories | Fixing of Inner locks, steples and spring. Including metals strip | sum | 6.00 | – |
| wire mesh / net | cut and fix flies preventing wire mesh | m | 5.00 | – |
| outside dressing | Finishing and screed for ramp and steps | m | 5.00 | – |
| internal floor screeding | screed internal floor with concrete of guage 25mm | m | 6.00 | – |
| visibility | placement of two sticker visibility A3 size back and front sample to be approved before placement by IOM RRF Unit | pcs | 2.00 | – |
| Hand washing station | supply and installation of hand washing station | pcs | 1.00 | – |
| gender | placement of one metallic gender seggregation A3 size front elevation sample to be approved before placement by IOM RRF | pcs | 1.00 | – |
Evaluation Criteria:
Quotations will be evaluated based on the following criteria:
- Compliance with the provided scope of work.
- Cost-effectiveness.
- Quality of materials and production.
- Ability to meet the specified deadlines.
- Previous experience in similar projects.
- Samples available for inspection
SHEA and Safeguarding
By this engagement, HOPLE and IOM is committed to preventing any form of sexual harassment, exploitation and abuse (including child abuse and adult at-risk abuse) and responding robustly when these harms take place in line with our zero-tolerance approach to Safeguarding concerns.
Conflict of interest
Is a situation in which a person is in a position to derive personal benefit from actions or decisions made in their official capacity that has the potential to undermine the impartiality of a person because of the possibility of clash between the person’s interest and professional interest or public interest. All vendors shall take all precautions necessary to avoid taking undue advantage of the project to satisfy personal interest and shall inform Hope for Street Children and Vulnerable People of any situation giving rise or that is likely to give rise to any such situation. Both parties shall operate under the provisions of Accountability, learning and planning Systems for this programme.
Anti-Corruption Policy
HOPLE has zero tolerance culture towards fraud, corruption, and bribery: embedding this in all aspect of her work. HOPLE is therefore determined to maintain its reputation as an organization which will not tolerate such acts. To report such cases where it occurs (involving our staff, partners and other stakeholders), please email [email protected]
Mode and Deadline for submission of quotations
Interested service providers/vendors are to submit a (1) copy each of all documents listed under the eligibility criteria and their expression of Interest (EOI) on the company’s letterhead paper bearing: the registration number (RC), contact address, telephone number and e-mail address.
Applications must be submitted:
Electronically to: [email protected] using the subject line ‘Submission of Quotation for the Rehabilitation of latrine (144 stances of latrine with 72 shower stances), OR Physically to Hope for Street Children and Vulnerable People office; Gonge Junction, Gashua Road, Adjacent to Ajiko Clinic, Damaturu, Yobe State, Nigeria. Or Call 07035199120 for Direction.
The closing date for submission of quotes is December 10, 2024. Failure to adhere to instructions on submissions could invalidate your application.
Please note that only shortlisted firms will be contacted. No phone calls.
| Description | Unit | Unit | Unit Quantity | Total Price (NGN) |
| Mobilization/Demobilization | initial mobilization and final demobilization of equipment, labour and material to and from site | sum | 1.00 | – |
| Site clearance | excavation and earthwork | sum | 1.00 | – |
| Excavation | excavation pit for the latrine to a maximum depth of 2.5m (plus 0.25m sideways to allow working space) excavation of shower pit blockwork to a maximum depth of 0.6m | m | 50.00 | – |
| Levelling bottom of excavation | level and compacted bottom of excavation to receive concrete | m | 45.00 | – |
| Backfilling | filling to excavation with selected materials from exccavation | m | 45.00 | – |
| Blinding | cast 50mm blinding under blockwork with weak concrete of ratio 1:3:6 | m | 1.00 | – |
| High tensile bar (BS4449) for footings and column | Y12 – high yield reinforcement bar to be cut, bend and fix for casting slab including transport | pcs | 20.00 | – |
| Concrete floor for septic tank | cast plain M15 grade concrete (1:2:4) | 1.50 | – | |
| Block work | laying of sancrete blockwork (230x450mm) laid stretcher bond on cement and sand mortar (1:4) | Lum Sum | 160.00 | – |
| Rendering | internal rendering of septic tanks using 1:4 mortar and guageof 12mm | m | 55.00 | – |
| Formwork and casting | casting of beam slab and service slab | m | 6.50 | – |
| Concrete for slab | casting plain M15 grade concrete (1:2:4) | m | 1.60 | – |
| External hand rail to laid PWSN when using the ramp | cut, bend, weld and fix in position using 50mm 2″ inch hollow GI pipe | sum | 2.00 | – |
| Blockwork for shower collection chamber | laying of sancrete blockwork (150x450x230mm) and rendering / dressing | pcs | 20.00 | – |
| Blockwork for step and ramps | laying of sancrete blockwork (230x450mm) laid stretcher bond on cement and sand mortar (1:3) | m | 7.00 | – |
| Backfill and compact for steps and ramp | backfill and compact shower stances with 300mm thickness hardcore material | m | 1.00 | – |
| Shower floor over-site concrete | cast 75mm oversite concrete; cast plain M15 grade concrete (1:2:3) | m | 4.00 | – |
| Backfill and compact for steps and ramp | backfill and compact for step and ramps | m | 7.00 | – |
| Blockwork for shower soakpit | laying of sancrete blockwork (230x450mm) 2x2x1.5m out to out | pcs | 80.00 | – |
| Rendering | internal rendering of soak pit using 1:4 | m | 6.00 | – |
| Concrete slab for soak pit | precast slab – cast plain M15 grade concrete (1:2:3) | sum | 1.00 | – |
| Networking of liquid waste pipe | laying and connecting 4″ PVC pipe with connections and necessary fittings from floor drains to inspection chamber and to soak pit this include excavation and patching where needed | m | 2.00 | – |
| 100mm 4″ pvc floor drains | installation of 100mm PVC floor drains(with all accessories) to collect waste water from shower cubicle to inspection chamber | pcs | 2.00 | – |
| 100mm 4″ pvc ventillation pipe | installation of 100mm PVC ventillation pipe with fly preventing cap, this include fastening with metal stript langa langa to the superstructure | pcs | 6.00 | – |
| 75mm 3″ GI pipe | installation of 75mm GI vertical poles to carry super structure | pcs | 6.00 | – |
| 2×3″ hard wood (obeche) for super structure | supply, cut and nail full guage 2×3 wood as horizontal and vertical poles | pcs | 50.00 | – |
| 2×4 hard wood (obeche) for super structure | supply, cut and nail full guage 2×4 wood as horizontal and vertical poles | pcs | 30.00 | – |
| CGI sheet | supply and install 30 guage 0.20mm thickness CGI sheet for walling and roofing of the superstructure | pcs | 55.00 | – |
| door with accessories | Fixing of Inner locks, steples and spring. Including metals strip | sum | 6.00 | – |
| wire mesh / net | cut and fix flies preventing wire mesh | m | 5.00 | – |
| outside dressing | Finishing and screed for ramp and steps | m | 5.00 | – |
| internal floor screeding | screed internal floor with concrete of guage 25mm | m | 6.00 | – |
| visibility | placement of two sticker visibility A3 size back and front sample to be approved before placement by IOM RRF Unit | pcs | 2.00 | – |
| Hand washing station | supply and installation of hand washing station | pcs | 1.00 | – |
| gender | placement of one metallic gender seggregation A3 size front elevation sample to be approved before placement by IOM RRF | pcs | 1.00 | – |
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