Tender Notice

Date: 01st December 2021

CONSTRUCTION OF TWO NEW TEMPORARY SCHOOLS IN BAIDOA DISTRICT OF BAY REGION

SN	Description	Reference No.	Location	
1.	Tender Opening Date	01st Dec 2021	GR/RQ/4219	
Baidoa	
2.	Tender Closing Date	14th Dec 2021			

GREDO is an indigenous local NGO. Non-profit non-partial, non- political and voluntary organization based in Baidoa. To reach the most affected grass-root communities in Bay and Bakool regions effectively and efficiently, the necessity of local partnership in relief program appeared. Responding to the partnership need, a group of Somali intellectuals and well-wishers initiated in December 1992 a local non-governmental organization called Gargaar Relief and Development Organization GREDO). The organization has implemented during these period different projects including relief and emergency programs and later improved into rehabilitation and developmental programs

GREDO Baidoa /Mogadishu office invites qualified bidders who wish to be considered for the proposed works, and who meet the below listed requirements; 

1.	Bank account with minimum $ 10,000 with a proof of statement from May 2021 - to 30th Nov 2021.
2.	Must have relevant experience, please attach previous signed and stamped contracts as evidence.
3.	Possession of a valid registration  
4.	Valid municipality license
5.	Updated company profile with the following information;

I.	Similar work experience conducted, amount in USD, location and by which organization.
II.	Company main office/ branch offices address, contacts/emails
III.	Company organogram
6.	Duly completed bill of quantity with company stamp – Enclosed below. (Annex #1: BOQ). 

Tender closing date is 14th December 2021 at 4:30pm local time. 
Submission Method
All soft completed tender documents should be submitted through Procurement@gredosom.org with a subject of tender reference number
All hard completed tender documents should be submitted in a sealed envelope to be hand carried addressed to The Tender Committee at the below address. The envelope should indicate the Tender Reference number as mentioned above.
Physical Addresses:
  Main Office: Adada Section – Via Mogadishu road, Baidoa Somalia
Sub Office: Block A, Unit 8, Jowhara Appartments, Opposite Jowhara International Hotel, Off Afgoie Road, Hodan District, and Mogadishu.
Website: www.gredosom.org 

Canvassing will lead to automatic disqualification.

Late bids shall be rejected and no liability will be accepted for loss, late delivery or non-delivery, whatsoever. Bids shall be opened later to be communicated. 
Annex #1: BOQ
BOQ for the construction of 2 EAC  Classrooms with office & staff room, Twin latrines in Baidoa	
 	 	 	 	 	 	
C	BOQ for the construction of  1 units of 2 EAC Classrooms with office & staff room	
#	Description of Work	Unit	Quantity	 Unit Rate 	  Total Amount 	
					 (USD)  	
I	FOUNDATION, EXCAVATION & CONSTRUCTION	 	 	 	 	
2	Excavate the foundation trenches for the walls (400 mm wide and 750 mm deep) as approved by an Engineer.	M3	30.66	 	 	
3	Lay at the bottom of excavated trenches a 50mm of blinding lean cement concrete in a ratio of 1:4:8 as approved by an Engineer. 	M3	2.044	 	 	
4	Provision and construction of foundation stone wall. all joints between stones should be filled with cement/sand mortar with 1:6  ratio. Minimum height of the foundation wall from the Ground level is 45 cm as approved by an Engineer.	M3	46.644	 	 	
III	FLOOR CONSTRUCTION	 	 	 	 	
1	Provide and lay a 450mm thick stone fill up well compacted and levelled as approved by an Engineer.	M3	84.69	 	 	
2	15 cm thick plain cement concrete flooring of ratio 1:3:6, floor slab should slope towards verandah as approved by an Engineer.	M3	28.23	 	 	
3	Provide 5cm cement/sand screed sloping towards the verandah with a mix ratio of 1:3 as approved by an engineer	M2	205	 	 	
4	Construction of door steps with stone masonry including concrete screed. Provide ramp for wheel chairs, the width of the ramp should be 1.5 M wide. All joints between stones should be filled with cement/sand mortar with 1:6 ratio as approved by an Engineer.	L.M.	1	 	 	
IV	CGI WALLING	 	 	 	 	
1	Supply and fix pitched walling using prepainted iron corrugated sheets # 28 gauge, Saudi type, with timber roof trusses c/c 1.4m and 2.5m high king post. All the wall trusses should be anchored with 6 mm dia. bars in the concrete top beam. Flat metal sheet should be anchored where trusses and purlins meet. There should be an overlap of minimum 10cm between the two overlapping CGI sheets as approved by an Engineer.	M2	228.5	 	 	
V	ROOFING WORKS	 	 	 	 	
1	Supply and fix pitched roofing using preprinted iron corrugated sheets # 28 gauge, Saudi type, with timber roof trusses c/c 1.4m and 2.5m high king post. All the roof trusses should be anchored with 6 mm dia. bars in the concrete top beam. Flat metal sheet should be anchored where trusses and purlins meet. There should be an overlap of minimum 10cm between the two overlapping CGI sheets as approved by an Engineer.	M2	272.16	 	 	
2	Ceiling In all 2 classrooms, Office, store and the covered verandah, provide 4mm plywood false ceilings fixed to roof, 2”x2” timber wood 60cm c/c both ways as approved by an Engineer.	M2	205	 	 	
3	Provide and fix 20cmx2.5cm timber fascia board under all eaves and paint and approved by an Engineer.	L.M.	1	 	 	
VI	WINDOWS, DOORS AND BLACKBOARDS	 	 	 	 	
1	Supply and install 2 leaf CGI doors (2 x1) m. Doors should be made of 1.2mm steel sheet with 25x25 hallow box frame completed with locks, hinges and painting. Door lock-original  Safety rim dead lock - 6 turns -Original as approved by an Engineer	No.	4	 	 	
2	Supply and install 2 leafs CGl windows, each leaf should be divided into 2 sections vertically which can be openable with external security mesh, (1.2 x1.2) m. windows should be 1.2mm steel sheet with 25x25 hallow box frame including locks, hinges and painting as approved by an Engineer.	No.	15	 	 	
3	Provide and fix 9mm blackboards (1mx3m) and include chalk holders in the middle of the wall at 1 meter above the concrete floor as approved by an Engineer.	No	2	 	 	
VII	PLASTERING & PAINTING WORKS	 	 	 	 	
1	Plaster foundation   with 1:3 c/s mortar as approved by an Engineer.	M2	96	 	 	
2	Whitewash foundation and walls as well as exposed verandah beams. 2 coats as approved by an Engineer.	M2	96	 	 	
3	Apply 2 coats of emulsion painting on foundation walls both internal and external sides of classrooms as approved by an Engineer.	M2	96	 	 	
4	Add visibility in the size of 200cm x120cm well painted on the School by drawing the logos of the Funding agency and that of the implementer GREDO with the year of the project as approved by an Engineer.	Lsum	1	 	 	
Total for construction of 1 unit of 2 classrooms, Office and store  in U.S.	              -   	
 	 	 	 	 	 	
D	Construction of Twin Latrines	Unit	Quantity	 Unit Rate 	  Total Amount 	
					 (USD)  	
I	FOUNDATION EXCAVATION & CONSTRUCTION	 	 	 	 	
1	Excavate latrine pit 3m x2m x4m deep	M3	24	 	 	
2	Excavate foundation for pit slab 2m deep (11.6mx0.4mx2.05m deep)	M3	9.51	 	 	
3	Excavate foundation for stone wall foundation 0.8m deep 	M3	7.06	 	 	
4	Lay at the bottom of excavated trenches 50mm of blinding lean concrete (1:4:8)  	M3	0.67	 	 	
5	Construction of 40cm thick stone masonry foundation walls supporting pit slab (2m deep) using 1:6 c/s mortar. 	M3	9.28	 	 	
6	Provision and construction of foundation stone wall. all joints between stones should be filled with cement/sand mortar with 1:6  ratio. Minimum height of the foundation wall from the Ground level is 20 cm as approved by an Engineer.	M3	8.38	 	 	
II	CONCRETE WORKS	 	 	 	 	
1	Ground beam- Providing and laying 15 cm thick cement concrete mix ratio (1:2:4) including formwork,  Provide 3 nos of bars of Y 10mm steel reinforcements with y6mm links at 30cm c/c as directed by an Engineer.	M3	1.32	 	 	
2	Top ring beam- Providing and laying of 15 cm thick cement concrete mix ratio (1:2:4) including formwork, Provide 4 nos of bars of Y 10mm steel reinforcements with y6mm links at 30cm c/c as directed by an Engineer.	M3	0.41	 	 	
3	Construction of (3.8mx2.8mx0.2m thick) R.CC cover slab- concrete mix ratio (1:2:3) with 20mm thick maximum aggregate size including formwork. Provide Y12mm steel @200mmc/c both ways, provided with a (500 x 500mm) cleaning manhole or desludge. Including flushing the parts of foundation wall above the ground level.	M3	2.13	 	 	
III	FLOOR CONSTRUCTION	 	 	 	 	
1	Provide and lay a 200mm thick stone fill up well compacted and levelled as approved by an Engineer.	M3	1.92	 	 	
2	15 cm thick plain cement concrete flooring of ratio 1:3:6, floor slab should slope towards door as approved by an Engineer.	M3	1.44	 	 	
3	Construction of door steps with stone masonry including concrete screed. Provide ramp for wheel chairs, the width of the ramp should be 1.8 M wide. All joints between stones should be filled with cement/sand mortar with 1:6 ratio as approved by an Engineer.	L.M.	1	 	 	
4	Construct  N.o.s 2 Toilet footrests by the size of 50cmx50cm, and at least 20cm high and install 6" delivery pipe @45degrees well as approved by GREDO engineer	L.M.	1	 	 	
5	Construction Hand washing Basin Blocks No.s 2 	L.M.	1	 	 	
6	DRAINAGE. Excavate and lay adequate soil water (sewage using 6 inch dia pipe) piping from the all 2  Hand washing basins, including inspection chambers / manholes to the Septic tank.as approved by an Engineer	L.M.	1	 	 	
7	Provision and installation of 3 inch PVC vent  pipe(3m high from the pit slab with fly screen) vent pipe should be at least 20 cm below the pit slab, and fixed firmly on the adjacent wall	L.M.	1	 	 	
IV	BLOCK WALLING	 	 	 	 	
1	Construction of 20 cm thick hollow concrete block walls with cement/sand mortar 1:4 ratio as approved by an Engineer.	M2	44.97	 	 	
2	Construct N.os 2, size 450x450mm ventilation grills completed with paintings as approved by GREDO engineer	L.M.	1	 	 	
3	Provide pre-cast concrete 15cm thick and 20cm wide, 1.5m long on top of the two doors. Provide 3Y10mm bars. Use 1:2:4 mix ratio	No	2	 	 	
V	ROOFING WORKS	 	 	 	 	
1	Supply and fix roofing using prepainted iron corrugated sheets # 28 gauge, Saudi type with timber roof rafters c/c 1.4m. All the roof trusses should be anchored with 6 mm dia. bars in the concrete top beam. Flat metal sheet should be anchored where trusses and purlins meet. There should be an overlap of minimum 10cm between the two overlapping CGI sheets as approved by an Engineer.	M2	11.3	 	 	
2	Provide and fix 20cmx2.5cm timber fascia board under all eaves and paint and approved by an Engineer.	L.M.	1	 	 	
VI	DOORS	 	 	 	 	
1	Supply and install 1 leaf doors (2 x0.8) m for latrines. Door should be made of 1.2mm steel sheet with 25x25 hallow box frame completed with locks, hinges and painting. Door lock-original  Safety rim dead lock -Original as approved by an Engineer	No	2	 	 	
VII	PLASTERING & PAINTING WORKS	 	 	 	 	
1	Plastering external and internal walls with 1:3 c/s mortar as approved by an Engineer.	M2	101.22	 	 	
2	Whitewash external and internal walls. 2 coats as approved by an Engineer.	M2	101.22	 	 	
3	Apply 2 coats of gloss painting on block walls both internal and external sides as approved by an Engineer.	M2	101.22	 	 	
4	Add visibility in the size of 200cm x200cm well painted to one face of the unit by drawing the logos of the Funding agency and that of the implementer GREDO with the year of the project, and provide latrine segregation sign as approved by an Engineer.	Lsum	1	 	 	
Total for construction of Twin Latrines Unit 	              -   	
Total for construction of 1 Twin Latrines Unit 	Twin Latrines	1	 	              -   	
Grand total for the construction of  2 EAC Classrooms with office & staff room, Twin latrines in Baidoa	              -   	

BOQ for the construction of 2 EAC  Classrooms with office & staff room, Twin latrines in Baidoa	
 	 	 	 	 	 	
C	BOQ for the construction of  1 units of 2 EAC Classrooms with office & staff room	
#	Description of Work	Unit	Quantity	 Unit Rate 	  Total Amount 	
					 (USD)  	
I	FOUNDATION, EXCAVATION & CONSTRUCTION	 	 	 	 	
2	Excavate the foundation trenches for the walls (400 mm wide and 750 mm deep) as approved by an Engineer.	M3	30.66	 	 	
3	Lay at the bottom of excavated trenches a 50mm of blinding lean cement concrete in a ratio of 1:4:8 as approved by an Engineer. 	M3	2.044	 	 	
4	Provision and construction of foundation stone wall. all joints between stones should be filled with cement/sand mortar with 1:6  ratio. Minimum height of the foundation wall from the Ground level is 45 cm as approved by an Engineer.	M3	46.644	 	 	
III	FLOOR CONSTRUCTION	 	 	 	 	
1	Provide and lay a 450mm thick stone fill up well compacted and levelled as approved by an Engineer.	M3	84.69	 	 	
2	15 cm thick plain cement concrete flooring of ratio 1:3:6, floor slab should slope towards verandah as approved by an Engineer.	M3	28.23	 	 	
3	Provide 5cm cement/sand screed sloping towards the verandah with a mix ratio of 1:3 as approved by an engineer	M2	205	 	 	
4	Construction of door steps with stone masonry including concrete screed. Provide ramp for wheel chairs, the width of the ramp should be 1.5 M wide. All joints between stones should be filled with cement/sand mortar with 1:6 ratio as approved by an Engineer.	L.M.	1	 	 	
IV	CGI WALLING	 	 	 	 	
1	Supply and fix pitched walling using prepainted iron corrugated sheets # 28 gauge, Saudi type, with timber roof trusses c/c 1.4m and 2.5m high king post. All the wall trusses should be anchored with 6 mm dia. bars in the concrete top beam. Flat metal sheet should be anchored where trusses and purlins meet. There should be an overlap of minimum 10cm between the two overlapping CGI sheets as approved by an Engineer.	M2	228.5	 	 	
V	ROOFING WORKS	 	 	 	 	
1	Supply and fix pitched roofing using prepainted iron corrugated sheets # 28 gauge, Saudi type, with timber roof trusses c/c 1.4m and 2.5m high king post. All the roof trusses should be anchored with 6 mm dia. bars in the concrete top beam. Flat metal sheet should be anchored where trusses and purlins meet. There should be an overlap of minimum 10cm between the two overlapping CGI sheets as approved by an Engineer.	M2	272.16	 	 	
2	Ceiling In all 2 classrooms, Office, store and the covered verandah, provide 4mm plywood false ceilings fixed to roof, 2”x2” timber wood 60cm c/c both ways as approved by an Engineer.	M2	205	 	 	
3	Provide and fix 20cmx2.5cm timber fascia board under all eaves and paint and approved by an Engineer.	L.M.	1	 	 	
VI	WINDOWS, DOORS AND BLACKBOARDS	 	 	 	 	
1	Supply and install 2 leaf CGI doors (2 x1) m. Doors should be made of 1.2mm steel sheet with 25x25 hallow box frame completed with locks, hinges and painting. Door lock-original  Safety rim dead lock - 6 turns -Original as approved by an Engineer	No.	4	 	 	
2	Supply and install 2 leafs CGl windows, each leaf should be divided into 2 sections vertically which can be openable with external security mesh, (1.2 x1.2) m. windows should be 1.2mm steel sheet with 25x25 hallow box frame including locks, hinges and painting as approved by an Engineer.	No.	15	 	 	
3	Provide and fix 9mm blackboards (1mx3m) and include chalk holders in the middle of the wall at 1 meter above the concrete floor as approved by an Engineer.	No	2	 	 	
VII	PLASTERING & PAINTING WORKS	 	 	 	 	
1	Plaster foundation   with 1:3 c/s mortar as approved by an Engineer.	M2	96	 	 	
2	Whitewash foundation and walls as well as exposed verandah beams. 2 coats as approved by an Engineer.	M2	96	 	 	
3	Apply 2 coats of emulsion painting on foundation walls both internal and external sides of classrooms as approved by an Engineer.	M2	96	 	 	
4	Add visibility in the size of 200cm x120cm well painted on the School by drawing the logos of the Funding agency and that of the implementer GREDO with the year of the project as approved by an Engineer.	Lsum	1	 	 	
Total for construction of 1 unit of 2 classrooms, Office and store  in U.S.	              -   	
 	 	 	 	 	 	
D	Construction of Twin Latrines	Unit	Quantity	 Unit Rate 	  Total Amount 	
					 (USD)  	
I	FOUNDATION EXCAVATION & CONSTRUCTION	 	 	 	 	
1	Excavate latrine pit 3m x2m x4m deep	M3	24	 	 	
2	Excavate foundation for pit slab 2m deep (11.6mx0.4mx2.05m deep)	M3	9.51	 	 	
3	Excavate foundation for stone wall foundation 0.8m deep 	M3	7.06	 	 	
4	Lay at the bottom of excavated trenches 50mm of blinding lean concrete (1:4:8)  	M3	0.67	 	 	
5	Construction of 40cm thick stone masonry foundation walls supporting pit slab (2m deep) using 1:6 c/s mortar. 	M3	9.28	 	 	
6	Provision and construction of foundation stone wall. all joints between stones should be filled with cement/sand mortar with 1:6  ratio. Minimum height of the foundation wall from the Ground level is 20 cm as approved by an Engineer.	M3	8.38	 	 	
II	CONCRETE WORKS	 	 	 	 	
1	Ground beam- Providing and laying 15 cm thick cement concrete mix ratio (1:2:4) including formwork,  Provide 3 nos of bars of Y 10mm steel reinforcements with y6mm links at 30cm c/c as directed by an Engineer.	M3	1.32	 	 	
2	Top ring beam- Providing and laying of 15 cm thick cement concrete mix ratio (1:2:4) including formwork, Provide 4 nos of bars of Y 10mm steel reinforcements with y6mm links at 30cm c/c as directed by an Engineer.	M3	0.41	 	 	
3	Construction of (3.8mx2.8mx0.2m thick) R.CC cover slab- concrete mix ratio (1:2:3) with 20mm thick maximum aggregate size including formwork. Provide Y12mm steel @200mmc/c both ways, provided with a (500 x 500mm) cleaning manhole or desludge. Including flushing the parts of foundation wall above the ground level.	M3	2.13	 	 	
III	FLOOR CONSTRUCTION	 	 	 	 	
1	Provide and lay a 200mm thick stone fill up well compacted and levelled as approved by an Engineer.	M3	1.92	 	 	
2	15 cm thick plain cement concrete flooring of ratio 1:3:6, floor slab should slope towards door as approved by an Engineer.	M3	1.44	 	 	
3	Construction of door steps with stone masonry including concrete screed. Provide ramp for wheel chairs, the width of the ramp should be 1.8 M wide. All joints between stones should be filled with cement/sand mortar with 1:6 ratio as approved by an Engineer.	L.M.	1	 	 	
4	Construct  N.o.s 2 Toilet footrests by the size of 50cmx50cm, and at least 20cm high and install 6" delivery pipe @45degrees well as approved by GREDO engineer	L.M.	1	 	 	
5	Construction Hand washing Basin Blocks No.s 2 	L.M.	1	 	 	
6	DRAINAGE. Excavate and lay adequate soil water (sewage using 6 inch dia pipe) piping from the all 2  Hand washing basins, including inspection chambers / manholes to the Septic tank.as approved by an Engineer	L.M.	1	 	 	
7	Provision and installation of 3 inch PVC vent  pipe(3m high from the pit slab with fly screen) vent pipe should be at least 20 cm below the pit slab, and fixed firmly on the adjacent wall	L.M.	1	 	 	
IV	BLOCK WALLING	 	 	 	 	
1	Construction of 20 cm thick hollow concrete block walls with cement/sand mortar 1:4 ratio as approved by an Engineer.	M2	44.97	 	 	
2	Construct N.os 2, size 450x450mm ventilation grills completed with paintings as approved by GREDO engineer	L.M.	1	 	 	
3	Provide pre-cast concrete 15cm thick and 20cm wide, 1.5m long on top of the two doors. Provide 3Y10mm bars. Use 1:2:4 mix ratio	No	2	 	 	
V	ROOFING WORKS	 	 	 	 	
1	Supply and fix roofing using prepainted iron corrugated sheets # 28 gauge, Saudi type with timber roof rafters c/c 1.4m. All the roof trusses should be anchored with 6 mm dia. bars in the concrete top beam. Flat metal sheet should be anchored where trusses and purlins meet. There should be an overlap of minimum 10cm between the two overlapping CGI sheets as approved by an Engineer.	M2	11.3	 	 	
2	Provide and fix 20cmx2.5cm timber fascia board under all eaves and paint and approved by an Engineer.	L.M.	1	 	 	
VI	DOORS	 	 	 	 	
1	Supply and install 1 leaf doors (2 x0.8) m for latrines. Door should be made of 1.2mm steel sheet with 25x25 hallow box frame completed with locks, hinges and painting. Door lock-original  Safety rim dead lock -Original as approved by an Engineer	No	2	 	 	
VII	PLASTERING & PAINTING WORKS	 	 	 	 	
1	Plastering external and internal walls with 1:3 c/s mortar as approved by an Engineer.	M2	101.22	 	 	
2	Whitewash external and internal walls. 2 coats as approved by an Engineer.	M2	101.22	 	 	
3	Apply 2 coats of gloss painting on block walls both internal and external sides as approved by an Engineer.	M2	101.22	 	 	
4	Add visibility in the size of 200cm x200cm well painted to one face of the unit by drawing the logos of the Funding agency and that of the implementer GREDO with the year of the project, and provide latrine segregation sign as approved by an Engineer.	Lsum	1	 	 	
Total for construction of Twin Latrines Unit 	              -   	
Total for construction of 1 Twin Latrines Unit 	Twin Latrines	1	 	              -   	
Total for the construction of  2 EAC Classrooms with office & staff room, Twin latrines in Baidoa	              -   	
						
GRAND Total for 4 EAC classrooms, 2 Offices , 2 staff rooms and 2 twin latrines	              -   	
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