Plan International Zambia
Plan International Zambia Tel: 260-1-260074/5
Plot No. 87A Kabulonga Road F ax: 260-1-260093
Kabulonga www.plan-international.org
Lusaka P/Bag 518X RW
Zambia Lusaka
Zambia
ENQUIRY FORM
Date: 15th September 2020
Enquiry No.: PLAN INTERNATIONAL ZAMBIA/ FY21/3 ABLUTION BLOCK FOR GIRLS AND BOYS; 7 DOUBLE VIPS WITH WASH ROOMS AND 25 DOUBLE VIPS
TENDER FOR THE CONSTRUCTION OF 3 ABLUTION BLOCK FOR GIRLS AND BOYS; 7 DOUBLE VIPS WITH WASH ROOMS AND 25 DOUBLE VIPS IN CHEMBE DISTRICT.
Messrs.:
……………………………..
1 Please quote your lowest prices for the construction of the following;
LOT. LOCATION DESCRIPTION OF GOODS OR SERVICES UNIT QTY CONTACT PERSON(S) FOR SITE VISITS
A Chembe (Lot 1) Construction of 3 Ablution block for girls and boys at Kundamfumu, Myengele and Chayuwa Secondary Schools Each 3
Hadley Kalonga-WASH Coordinator
Cell: +260 977906061/+260 99543966
Mpazi Sinkolongo- Logistics and Procurement Officer
Cell: +260 965274708/+260 72697960
Site visit Date
(Lot 2) Construction of VIPs with wash rooms and VIPs at Kosamu, Luwo, Lupili, Mushingwa, Mibinde, Kashiki and Twampane Primary Schools. Each 7
(Lot 3)Construction of 25 VIPs (without washrooms) only at Kosamu, Luwo, Lupili, Mushingwa, Mibinde, Kashiki and Twampane Primary Schools. Each 25
Note:
For Items (i) of Lot – This shall be 100% contracts meaning that bidders’ bid should be inclusive of labour, materials, transportation materials, pit excavation etc. In short Plan International Zambia wants delivery of a fully constructed ablution block and VIPs over to Plan International Zambia.
For Item (ii) of Lot – Bidder must conduct a site visit and provide proof by completing the form under Appendix IV and sent as part of the bid.
Bidders must confirm their participation during the site visit prior to the Site visit dates Site visit(s) will only be done on the dates indicated above.
2 You have been invited to bid for the construction works. Successful bidders will be required to engage unskilled labour from the local community to be supervised by Plan International and the Ministry of General Education in the area of operation unless otherwise.
Your quotation should be accompanied with the following
Category
1. Bidders are also requested to provide the following information in the narrative/technical proposal:
a) Company Registration Certificate
b) National Council for Construction Registration Certificate in Category C Grade 5 or better
c) Valid Practicing Certificates from Engineering Institution of Zambia and Engineer’s Registration Board
d) Vat Tax Registration/Clearance
e) Completeness scope of tender/works
f) Power of Attorney
g) Bid Form Complete & Signed
h) No Pending Litigation Status that would negatively affect this contract?
i) Detailed list of equipment, vehicles and staff member etc. If a bidder intends to subcontract the job, full details of the sub-contractor should also be provided.
Your Bid should clearly indicate the following:
a) Duration of the contract
b) Financial proposal
2. SITE VISIT CERTIFICATE – This is very important and non-provision of the same shall render the whole Lot tendered for as non-responsive.
Site visit dates: 24/09/2020 to 25/09/2020.
Time: 09:00 hours
Meeting place: Chembe District Education Board Secretary Office
Plan International Zambia reserves the right to:
- Request additional supporting or supplementary data (from the Bidder).
- Accept any bids in whole or in part
- To accept or reject any Bid, and to cancel the bidding process and reject all bids, at any time prior to the award of Contract, without thereby incurring any liability to the affected Bidder or bidders or any obligation to inform the affected Bidder or bidders of the grounds for Plan International Zambia’s action.
- Negotiate with the most favorable Bidders.
- Award contracts to more than one Bidder for portions of the statement of work defined herein.
3. EVALUATION PROCESS
The evaluation process shall be done in accordance with
a) The requirements provided in this document above
b) Assessments of Bid Bids determined to be substantially responsive will be checked by the Plan International Zambia for any arithmetic errors. Errors will be assessed by the Plan International Zambia as follows:
• here there is a discrepancy between the amounts in figures and in words, the amount in words will govern; and
• where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by the quantity, the unit rate as quoted will govern, unless in the opinion of Plan International Zambia there is an obviously gross misplacement of the decimal point in the unit rate, in which case the line item total as quoted will govern.
c) The amount stated in the Bid will be adjusted by Plan International Zambia in accordance with the above procedure for the assessment of errors and, with the concurrence of the Bidder, shall be considered as binding upon the Bidder.
d) Bidders must pass Plan International Zambia’s internal supplier evaluation.
4 BIDDERS GENERAL INFORMATION
The Bidder shall bear all costs associated with the preparation including site visit and submission of his Bid, and that Plan International Zambia will in no case be responsible or liable for those costs.
a) PAYMENT TERMS
Plan International Zambia shall pay the contractor;
45% of the contract value upon commencement of the contractual agreement signed off by both parties.
45% of the contract value upon satisfactorily executed, completed works and certified by the Plan International Zambia Authorized Representative and Ministry of General Education Representative.
10% of the total contract value (based on the above payment stages) shall be withheld as retention fee for a period of 90 days from date of satisfactory completion of the construction works.
b). DEFECT LIABILITY PERIOD.
The Defects Liability Period is 90 days, however any damage to the works caused thereby arising from faulty materials or workmanship occurring within the agreed Defects, Liability Period (whichever period is the greater) shall be made well by the Contractor at his own cost.
A retention fee of 10% of the contract value shall be allowed for the Defect Liability Period.
c) LIQUIDATED DAMAGES.
The contractor is to pay liquidated damages to Plan International Zambia at the rate of ZMW500.00 per calendar day for each day past the completion date of the works.
5 APPENDICES;
(i) Tender Form
(ii) Drawing for the girls and boys ablution block
(iii) Drawing for girls VIPs with provision of menstrual hygiene facility
(iv) Drawing for VIPs
(v) Drawing for hand washing facility
(vi) Bill of quantity for girls and boys ablution block
(vii) Bill of quantity for girls VIPs with provision of menstrual hygiene facility
(viii) Bill of quantity VIPs
(ix) Schedule of Requirement.
(x) Site Visit Form
FOR ANY FURTHER CLARIFICATIONS, Please contact the following on the numbers below;
The Procurement and Supply Chain Manager.
+260763882568/+260966734352
6 SUBMISSION OF BIDS
Bid Validity – 120 days.
Number of copies to be submitted = 3 No.
Clearly marked as follows “One as Original” and “two as Copies”. The bids must be put in a sealed envelope clearly marked e.g. TENDER FOR THE CONSTRUCTION OF 3 ABLUTION BLOCK FOR GIRLS AND BOYS 7 DOUBLE VIPS WITH WASH ROOMS AND 25 DOUBLE VIPS
If the envelope is not sealed and marked as above, Plan International Zambia will assume no responsibility for the misplacement or premature opening of the Bid. Bidder’s address must be clearly indicated on the other side of the envelope for easy of identification, to enable the Bid to be returned unopened in case it is declared late.
Prior to depositing of the bid in the Tender Box, the bid must be recorded in the Tender Deposit Register to be found at the Reception.
SEALED BIDS MUST BE DEPOSITED IN THE TENDER BOXES SITUATED AT THE RECEPTION, PLAN INTERNATIONAL ZAMBIA, PLOT NO. 87A KABULONGA ROAD, KABULONGA LUSAKA AND PLOT 1030 CHITIMUKULU ROAD, MANSA ON OR BEFORE 9TH OCTOBER, 2020 AT 12:30 HOURS LOCAL TIME.
IT IS THE SOLE RESPONSIBILITY OF THE BIDDER TO ENSURE THAT THE BID IS DEPOSITED IN THE TENDER BOX AS STIPULATED, PRIOR TO CLOSING DATE AND TIME.
7 CLOSING DATE AND TIME
1. The closing date for the receipt of bids is 9TH OCTOBER AT 12:30 HOURS LOCAL TIME and any bids received after the time and date stipulated above will not be accepted. A Committee shall seat to select the most responsive Bidder and inform them via email and telephone.
LATE EMAILED OR FAXED BIDS WILL BE REJECTED
APPENDIX (i)
FORM OF TENDER
Contract Title.: ____________________
Date of Tender: ________________________
Description Work: ________________________
The Employer: Plan International Zambia
Private Bag 518X Ridgeway
Kabulonga Road
Lusaka
Name of contractors/ company: _____________________________________
Address of Company: _____________________________________
Telephone Number: _____________________
Fax Number: _____________________
Having read, understood and given due consideration of the set terms and conditions; we offer to undertake the construction of 3 ablution blocks for girls and boys and VIPs in …………………., the scheduled of rates given in attached form. The proposed work plan is detailed below:
Lot Description of Works
Number of weeks
Location
Starting from
Ending on
A. Detailed list of technical staff that will be actually in field to execute this works:
1. ______________________________________
2. _______________________________________
B The resident representative responsible for this works:
Name: __________________________________
Designation: __________________________
Contact Phone and fax: _____________________________
C Details of the subcontractor to be engaged if any.
This Bid and your written acceptance of it shall constitute a binding Contract between us. We understand that you are not bound to accept the lowest or any Bid you receive.
We hereby confirm that this Bid complies with the Bid validity required by the enquiry.
Authorized Signature:
Name and Title of Signatory:
Name of Bidder:
Address:
_______________________________________________________________________
APPENDIX (II)
Drawing for girls ablution for girls and boys
As Attached.
APPENDIX (III)
BILLS OF QUANTITY
CONSTRUCTION OF ABLUTION BLOCK FOR GIRLS AND BOYS IN CHEMBE x 3 No.
Item (i) – BOQ FOR ONE ABLUTION BLOCK FOR GIRLS AND BOYS
Item Description Unit Quantity Rate Amount
A. SUBSTRUCTURE
A1. Concrete in foundation trench (Mix 1:3;6)
1 Normal Portland Cement x 50kg pocket No 15
2 River sand or other suitable coarse aggregate x 4.5m3 truckload Load 1
3 20mm crushed stones as course aggregates x 4.5m3 truckload Load 1
4 Anti-poison termidan x 5 liters No 1
A2. Block work in foundation (Mortar mix 1:4)
1 Normal Portland Cement x 50kg pocket No 26
2 Building sand x 4.5m3 truckload m3 1
3 140 x 190 x 390mm hollow blocks No 335
4 150mm brick force wire x 15m long Ton 2
A3. Back filling to make up levels
1 Hardcore, suitable rubble x 4.5m3 truckload Load 1
2 Laterite x 4.5m3 truckload Load 1
A4 100mm concrete slab (Mix 1:2:4)
1 Normal Portland Cement x 50kg pocket No 30
2 River sand or other suitable coarse aggregate x 4.5m3 truckload Load 1
3 20mm crushed stones as course aggregates x 4.5m3 truckload Load 1
4 Conforce ’86 fabric reinforcement x 2.4m wide x 48m long m 30
5 200mm x 50mm x 5.1m long soft wood timber for slab shuttering No 8
6 50mm x 50mm x 5.1m long soft wood timber for slab shuttering No 4
7 100mm wire nails Kg 3
8 75mm wire nails Kg 2
9 500g polythene membrane sheets x 1.2m wide x 100m long m 62
A5 Substructure plaster to block work plinth 18mm think (Mix 1:4)
1 Normal Portland cement x 50kg pockets No 4
2 Building sand x 4.5m3 truckload Load 0.5
A6 External painting to block work plinth plaster
1 Undercoat paint 5 liters No 1
2 Water proof bituminous paint x 5 liters No 4
3 Sand paper M 5
4 100mm paint brush nylon type No 2
5 Paint thinners x 5 liters No 1
Substructure Total
Sub-Total
Add Labour
Transport cost
Total
TOILET BLOCK AND SEPTIC/SOAKAWAY
B SUPERSTRUCTURE
B1 Block work in superstructure (mortar mix 1:4)
1 Normal Portland cement x 50kg pockets No 26
2 Building sand x 4.5m3 truckload Load 2
3 140 x 190 x 390mm hollow concrete blocks No 1,545
4 90 x 190 x 390mm hollow concrete block No 470
5 100mm brick force wire x 15m long Roll 3
6 150mm brick force wire Roll 9
7 3 ply malthoid bituminous felt x 20m long x 150mm wide as damp proof course Roll 3
8 3 ply malthoid bituminous felt x 20m long x 100mm wide as damp proof course Roll 1
9 150 x 150mm2 air bricks; terracotta and plastic No 27
B2 Ring Beam/Lintels/Cills (1:2:4)
1 Normal Portland cement x 50kg pockets No 5
2 River sand or other suitable coarse aggregate x 4.5m3 truckload Load 0.5
3 20mm crushed stones as course aggregates x 4.5m3 truckload Load 0.5
4 50mm x 200mm x 5100mm length Softwood timber No 4
5 50mm x 50mm x 5100mm length Softwood timber No 2
6 100mm wire nail Kg 6
7 12mm diameter high tensile steel x 12m No 27
8 6mm diameter mild steel bars x 6m No 9
9 Tying wire o.8mm diameter Kg 1
Superstructure Total
Sub-Total
Add Labour
Transport cost
Total
C ROOF STRUCTURE
1 6.0m long x 0.6mm think Acrylic IBR coated chromadek roofing sheets No 20
2 6mm galvanized Iron hook bolts complete with nuts and washers No 150
3 ST150 spider truss x 12.35m long No 3
4 Tying wire 2.5mm diameter Kg 2
Roof Structure Total
D METAL WORS
1 900 x 2000mm burglar grilles doors No 2
2 5V6H, window frames Monarch type complete with burglar bars No 15
3 5V6H/5V6H, window frames Monarch type complete with burglar bars No 6
4 Window peg stays long type No 21
5 Mortice locks No 8
6 Three lever union mortice locks No 2
7 50mm moon rocks No 4
8 900 x 2000mm pressed steel door frames, with metal lugs and primed 2M profile No 2
9 900 x 2000mm pressed steel door frames, with metal lugs and primed 1M profile No 3
10 Hand rais x 1500mm long bent to shape complete with hold down brackets No 2
11 Hand rais x 500mm long bent to shape complete with hold down brackets No 4
12 800 x 2000mm pressed steel door frames, with metal lugs and primed 1M profile No 5
Metal work Total
E CARPENTRY, JOINERY AND IRON MONGERY
825 X 1960 doors, Mukwa doors No 5
725 x 1960 doors, Mukwa doors No 5
Carpentry, Joinery and Ironmongery Total
F PLUMBING NA SANITARY FITTINGS
1 Low level cistern vaal potteries No 7
2 Armitage shanks vitreous China hand washing basin No 7
3 Standard ceramic bowl urinal complete with flashing units No 3
4 Toilet pan No 7
5 13mm copper connector No 18
6 100mm pen connector No 7
7 100mm gulley trap complete with grating No 3
8 38mm uPVC pipe x 6m long No 4
9 32mm chromium plaited outlet No 8
10 32mm uPVC pipe x 6m long No 8
11 32mm uPVC bend with cleaning eye No 8
12 13mm stop cork No 24
13 19mm stop cork No 4
14 13mm pillar tap cobra make No 8
15 13mm GI pipes x 6m length No 18
16 13mm GI elbow No 16
17 13mm GI nipples No 20
18 13mm GI unions No 14
19 13mm GI sockets No 8
20 13mm GI tees No 16
21 Toilet roll holder 150 x 150 white glazed vitreous China recessed No 7
22 Towel rail 500mm long complete with accessories No 1
23 6mm polished plate glass mirror size 500 x 600mm No 8
24 Toilet seat cover No 7
G ELECTRICAL INSTALLATION
1 Distribution box 8way EML make No 1
2 60Amp circuit breaker No 1
3 10Amp circuit breaker No 2
4 5Amp circuit breaker No 2
5 Cable tray No 1
6 Gang 1 way switch No 2
7 100mm long double fluorescent fitting complete with tubes (i.e. energy saving) No 16
8 20mm uPVC conduit pipes x 4m length No 30
9 1.5mm red electrical cable x 100m roll No 1
10 1.5mm black electrical cable x 100m roll No 1
11 1.5mm green electrical cable x 100m roll No 1
12 2.5mm red electrical cable x 100m roll No 1
13 2.5mm black electrical cable x 100m roll No 1
14 2.5mm green electrical cable x 100m roll No 1
15 Lightening arrester No 1
16 10mm twin flex cable No 30
17 13Amp double socket outlet No 2
Electrical Installation Total
H EXTERNAL WORKS
H1 DRAINAGES, APRONS, RAMPS AND MANHOLES, SEWERAGE RETICULATION
Normal Portland cement x 50kg pockets No 30
River sand or other suitable coarse aggregate x 4.5m3 truckload Load 1
20mm crushed stones as course aggregates x 4.5m3 truckload Load 1
Building sand x 4.5m3 truckload Load 1
140 x 190 x 390mm hollow blocks No 215
150mm brick force wire x 15m per roll Roll 2
Conn force ’86 fabric reinforcement x 2.4m wide x 48m long M 25
100mm uPVC sewer pipes x 6m long No 5
600 x 600mm2 air tight manhole covers and frames of cast Iron No 4
Drainages, Aprons, Ramps and Manholes, Sewerage Total
J. FINISHINGS
J1. WALL FINISH
1 Normal Portland cement x 50kg pockets Packet 29
2 River sand or other suitable coarse aggregate x 4.5m3 truckload Load 1
3 300 x 200mm ceramic wall tiles x 16 pieces per box No 17
4 Tile spacers Packet 1
5 Tile grout x 10kg Packet 2
6 Tile adhesive x 20kg Packet 8
J2 FLOOR FINISH
1 Normal Portland cement x 50kg pockets Packet 14
2 River sand or other suitable coarse aggregate x 4.5m3 truckload Load 1
Floor Finish Total
J3. PAINTING
1 Undercoat paint x 5 liters No 7
2 Gloss cream paint x 5 liters No 14
3 Gloss paint thinners x 5 liters No 3
4 150mm paint brushes No 5
5 100mm paint brushes No 3
6 50mm paint brushes No 2
7 Sand paper No 20
8 Wall filler Kg 25
Roller brushes complete with tray No 2
Painting Total
Total cost materials
Add plant/equipment cost
Total
A SEPTIC TANK
A1 Bottom Concrete Slab (Mix 1:2:4)
1 Normal Portland cement x 50kg pockets Packet 6
2 River sand or other suitable coarse aggregate x 4.5m3 truckload Load 0.5
3 20mm crushed stones as course aggregates x 4.5m3 truckload Load 0.5
4 200mm brick force wire M 3
Sub-Total
A2 Block work in wall and 19mm think internal plaster
190mm x 190mm block No 245
Normal Portland cement x 50kg pockets Packet 7
Building sand x 4.5m3 pan capacity truck Load 0.5
200mm brick force wire Roll 2
Sub-Total
A3 150mm thick concrete cover slab
1 Normal Portland cement x 50kg pockets Packet 4
2 River sand x 4.5m3 pan capacity truck Load 0.5
3 20mm crushed stones as course aggregates x 4.5m3 truckload Load 0.5
4 12mm high yield steel x 12m long No 7
5 Soft tying wire Kg 1
6 18mm block board Sheet 2
7 150mm x 75mm soft wood timber x 5.1m length No 2
8 100mm x 75mm soft wood timber x 5.1m length No 1
9 225mm x 25mm soft wood timber x 5.1m length No 3
10 75mm support poles (use cut from trees) No 20
11 100mm wire nails No 2
12 150mm wire nails Kg 1
Sub-total
B Plumbing and sanitary fittings
100mm diameter UPVC sewer pipe x 6m long No 1
100mm uPVC Tee No 2
Sub-total
B Bottom concrete slab (mix 1:2:4)
Normal Portland cement x 50kg pockets Packet 2
River sand x 4.5m3 pan capacity truck Load 0.5
20mm crushed stones as course aggregates x 4.5m3 truckload Load 0.5
Sub-total
B1 Block work in wall and 19mm thick internal plaster
190mm x 390mm blocks No 70
Normal Portland cement x 50kg pockets Packet 1
River sand x 4.5m3 pan capacity truck Load 0.5
200mm brick force wire Roll 1
Sub-total
B2 150mm thick concrete cover slab
1 Normal Portland cement x 50kg pockets Packet 1
2 River sand x 4.5m3 pan capacity truck Load 0.25
3 20mm crushed stones as course aggregates x 4.5m3 truckload Load 0.5
4 12mm high yield steel x 12m long No 1
5 Soft tying wire Kg 0.5
6 18mm block board No 0.5
7 100mm wire nails No 1
B3 Plumbing and sanitary fittings
1 200mm diameter stones x 4.5m3 pan capacity truck Load 1
2 150mm uPVC Tee No 1
Sub-total
Add Labour
Transport cost
Total
SUMMARY (Total ablution block, septic tank and Soak away
1 Toilet Block
2 Septic Tank
3 Soak away
Grand- Total ablution block, septic tank and Soak away
APPENDIX (II)
Drawing for girls VIP with wash room
As Attached. (To be inserted)
APPENDIX IV
BILLS OF QUANTITY
CONSTRUCTION OF DOUBLE VIPs IN CHEMBE x 10 No.
Item (II) – BOQ FOR ONE DOUBLE VIPS WITH WASH ROOMS
Item Description Unit Qty Rate Amount
Substructure (All Provisional)
A Excavation and Earthworks
A1 Site Clearance
1 Excavate oversite in pick able material to remove vegetable soil average 150mm deep m² 14
A2 Excavation in “Packable” Material
1 Excavate in pick able material foundation trenches starting at reducing level not exceeding 1.5m deep and get out m3 11
2 Ditto below 3.0m deep but not exceeding 3m deep and get out m3 11
3 Ditto below 1.5m deep but not exceeding 3.5m deep and get out m3 2
4 Extra over excavation in pick able material irrespective of depth for excavation in soft rock m3 1
5 Ditto for excavation in hard rock m3 1
6 Allow for keeping all excavations free from water mud, or silt by bailing, pumping or any other means necessary and for cleaning the bottom of all excavation prior to concreting item 1
7 Allow for supporting the faces of all excavations with and including all necessary planking and strutting item 1
8 Level and compact bottom of excavation to 93% MOD AASHTO on in situ materials m² 8
A3 Backfilling
1 Backfilling around concrete blockwork in layers not exceeding 100mm using materials arising from excavations m3 9
2 Load and cart away surplus spoil to contractor’s tipping site m3 33
A4 Anti-termite treatment
1 Approved environmentally friendly chemical anti-termite treatment executed by an approved specialist under a ten – year guarantee, to bottom and sides of excavations in trenches, pits, etc. m2 51
2 Stone filling around honey comb concrete block wall and concrete rings m3 9
A5 Vibrated reinforced in-situ Concrete (1:3:6) as described
1 In foundation footing m3 2
A6 Vibrated reinforced in-situ Concrete (1:2:4) as described
1 In 100mm thick surface bed m2 9
2 In concrete rings m3 2
A7 Reinforcement (Mild steel reinforcement as described including bends)
1 6mm diameter bars kg 13
2 10mm diameter bars kg 40
3 12mm diameter bars kg 30
Sub-total
Item Description Unit Qty Rate Amount
Substructure (Cont’d)
A8 Approved steel fabric reinforcement including all necessary bends, tying wire and spacer blocks
1 Mesh wire 257 (2.57kg/m2) lapped a minimum of 300mm at ends (measured net, with no allowance for laps) m2 4
A9 Formwork (Sawn formwork as described)
1 Too soft of concrete cover slab m2 11
2 To sides of concrete slab not exceeding 100mm wide m 14
3 to soffit of protruding concrete ant guard not exceeding 100mm wide m 13
A10 Foundation Blockwork –
1 Load bearing solid concrete block walling (10 MPa compressive strength) or hollow concrete block walling with similar strength filled in with grade 15/20mm aggregate concrete in cement mortar Walling, thickness 200mm m² 46
A11 Sundries –
1 Brick force reinforcement to wall joints laid in every course, with 100mm end laps, width 200mm m 155
A12 Wall finishes (One coat external plastering (1:4) as described with steel troweled finish)
1 To blockwork exceeding 300mm wide m² 14
A13 Painting and Decoration (Apply two coats of black bituminous paint as described) –
1 To plastered plinth area exceeding 300mm wide m² 14
2 Finish to internal sides of the pit blockwork, steel troweled,
3 15mm thick Concrete Work m² 49
Sub structure carried to section total
A14a Concrete Work
1 Vibrated reinforced in-situ concrete (1:2:4/20aggregate) as described in ring beam m3 1
A14b Reinforcement Mild steel reinforcement as described including bends
1 8mm diameter bars kg 19
2 10mm diameter bars kg 89
3 12mm diameter bars kg 31
A15 Formwork (Sawn formwork as described)
1 To sides and soffit of isolated horizontal lintels and beams m2 4
Concrete work total
A16 Blockwork (Hollow concrete block walling (10 MPa compressive strength) in cement and sand mortar (1:4)
1 Walling, thickness 200mm m² 30
A17 Reinforcement to Walling –
1 Brick force reinforcement to wall joints every third course, with 100mm end laps, width 200mm m 55
A18 Bituminous felt damp proof courses laid on and including levelling screed of cement sand mortar
1 In walling, width 200mm m 14
Brickwork and blockwork total
A19 Roofing (Sheet metal flashing, Gutters, Metal Trims)
1 4mm thick IBR/IT4 roofing sheets on 75 x 50mm SW purlins at 1100mm centers (measured separately) m² 12
2 Apron flashing to vent pipe 300mm girth twice bent including pointing with approved polysulphide sealant at junction of flashing and pipe no 2
Roofing carried to section total
A20 Carpentry, joinery and Ironmongery
Treated Sawn softwood as described
1 75 x 100mm purlins at 1200mm centers tied in position with three strands tying wire m 5
Wrot Hardwood as described
2 500 x 350 x 40mm pit latrine cover no 2
Ironmongery
3 Disco type stainless steel heavy duty padlock no 2
Furniture and Fittings
4 Chromium plated coat hook no 2
5 Stainless steel railings no 2
Carpentry, joinery and ironmongery total
A21 Metal work (Grilles and gratings in mild steel with welded connections ground smooth, primed before delivery to site)
1 Mild steel grille door gate size 900 x 1400mm overall including all necessary ironmongery and setting gate in position to Architect’s detail. no 2
2 Mild steel grille door gate size 900 x 1400mm overall including all necessary ironmongery and setting gate in position to Architect’s detail. no 2
Metal work total
A22 Plumbing Installation (Asbestos cement soil and Ventilating pipes and fittings in accordance with the manufacturer’s recommendations)
1 100mm diameter pipe fixed to internal blockwork with approved holder butts m 6
2 100mm diameter sewer sleeve embedded in concrete slab to receive vent pipe no 1
3 Copper wire insect proof balloon grating fixed to top of 100mm diameter asbestos cement pipe no 1
4 210 liters drum for wash room as specified by the Architect complete with associated plumbing works no 1
Plumbing installation total
A22 Floor, Wall and Ceiling Finishes
Floor Finishing (Cement and sand screed (1:3) as described with a steel troweled finish)
1 40mm screed laid slanting towards squat hole on concrete m² 6
2 20 x 100mm skirting m 17
Wall Finishes (One coat internal plastering (1:4) as described with a wood float troweled finish)
3 To blockwork including returns and reveals m² 39
One coat external plastering (1:4) as described with a wood float troweled finish
4 To blockwork including returns and reveals m² 26
External Tyrolean plastering (1:4) as described applied in three successive layers with a machine
5 To plastered blockwork including returns and reveals m² 19
Floor, Wall and Ceiling Finishes total
A23 Painting and Decorating i.e. Internal Work (Prepare primer and apply undercoat and three coats of PVA emulsion paint (Plascon, Delux or Vitretex) on the following surfaces)
1 Plastered walls m2 14
Prepare primer and apply undercoat and three hard gloss finishing coats (Plascon, Delux or Vitretex) on the following surfaces
2 Plastered walls m2 25
Knot, prime, stop and apply undercoat and three hard gloss finishing coats (Plascon, Delux or Vitretex) on the following woodwork
3 General surfaces of softwood purlins exceeding 300mm girth m2 3
Touch up factory primer, prepare and apply undercoat and three hard gloss finishing coats (Plascon, Delux or Vitretex) on the following metalwork
4 General surfaces of grille door gate m2 3
External works (Prepare primer and apply undercoat and three coats of PVA emulsion paint (Plascon, Delux or Vitretex) on the following surfaces)
5 Plastered walls m2 7
Painting and decorations total
SUMMARY TO BOQ FOR 2 DOUBLE VIP WITH WASH ROOM
Total cost substructure
Total cost concrete work
Total cost brickwork and blockwork
Total cost roofing
Total cost carpentry, joinery and ironmongery
Total cost metalwork
Total cost plumbing installation
Total cost floor, wall and ceiling finishes
Total cost painting and decorating
Total 40% Labour of material cost
Total cost transportation
Grand-total
Drawing for Double VIP
As Attached.
BILLS OF QUANTITY
CONSTRUCTION OF DOUBLE VIPs IN CHEMBE x 22 No.
Item (II) – BOQ FOR ONE DOUBLE VIPS
Item Description Unit Qty Rate Amount
DOUBLE VIP LATRINE (PUBLIC) UNSTABLE SOIL
Materials
Section: 1 – Materials: Substructure including floor slab
Building sand (with transport) Ton 3
River sand (with transport) Ton 2
Cement (50 kg bag) Each 31
Water for construction works 200 Liter drum 4
Blocks (Hollow concrete) 200mm (8″) Each 365
Brick force wire 200mm (8″) Roll 2
Ant poison Liter 1
Crushed stones Ton 3
Y10 (10mm D. steel bar 12m long) Length 4
Soft wire (20m) Roll 1
Shattering for slab. 150x25mm SW timber M 10
Shattering for slab (50x50mm SW) M 6
Steel nails Packet 1
Sub-total (Materials: Substructure including floor
Section: 2 – Materials: Superstructure walling
Building sand (with transport) Ton 1
Blocks (Hollow concrete) 150mm (6″) Each 325
Cement (50 kg bag) Each 8
DPC 3 PLY 150 mm (24m long) Roll 1
Brick force wire 150mm (6″) Roll 1
Sub-total (Materials: Supper substructure walling
Section: 3 – Materials: Roofing
150x50mm SW timber M 6
Carbolinium/creosote (wood preservative) Tin 1
Iron sheet (2.5m) Each 4
Roofing nails Each 10
Soft wire Roll 1
Sub-total (Materials: Roofing
Section: 4 – Finishes and decorations
Building sand (with transport) Ton 2
River sand (with transport) Ton 1
Cement (50 kg bag) Each 16
Bituminous black paint (5 liters) Tin 1
Vent valve Each 2
A.C pipe 100mm (4″) 4m long Each 2
PVC (gloss) paint (Assorted colour) Tin 1
Thinner (5 liters) Tin 1
Vent pipes M 2
Grilled gate Each 2
Sub-total (Materials: Finishes and decorations
Labour
40% Labour cost of materials Lump sum 1
Sub-total (labour)
Transportation of materials
Transport hire (material delivery) Lump sum 1
Sub-total (Transportation of material)
Grand-total
SUMMARY
Cost for 1 double VIP:
Cost for 9 double VIP:
Hand washing facility:
Some indications about the design:
• Depending on the shapes of bricks available locally, thickness of walls can be 120 to 200 mm
• Smooth finish plastering in the cabin: for internal walls – 100 cm height + cabin floor ensuring that the slopes allow for flowing of water towards the drop-hole
• The Hand Washing Station is equipped with one tap for individual hand washing + a distribution ramp allowing 15 children to wash their hands simultaneously (long PE pipe with small holes every 40 cm; see pictures below, source = Fit for School)
Hand washing facility
APPENDIX (V)
Schedule of Requirements/Scope of works
CHEMBE
Description Unit Qty Required. Qty Tendered For Unit Price
Total Amount
(I) Construction of ablution block for girls at Kundamfumu, Myengele and Chayuwa Secondary Schools. Each 3
(ii) Construction of 7 VIPs with wash rooms at Kosamu, Luwo, Lupili, Mushingwa, Mibinde, Kashiki and Twampane Primary Schools. Each 7
(iii)Construction of 25 VIPs (without washrooms) only at Kosamu, Luwo, Lupili, Mushingwa, Mibinde, Kashiki and Twampane Primary Schools. Each 25
GRAND TOTAL
If the contractor shall find any discrepancy in or divergence between the scopes of works or BOQ, including a divergence between parts of any one of them, the contractor shall inform Plan International Zambia.
The following should be done to the completed works;
I. Painting of interior walls and Pain exterior walls.
II. And fitting of all fixtures.
Note:
The Unit Price MUST be inclusive of all the costs associated with the construction of the ablution blocks, VIPs with washrooms/VIPs only (without washrooms), transportation cost, labor, pit excavations, materials e.t.c.
In case of a discrepancy between the Unit and the Total price, the Unit Price shall prevail.
All the above prices shall be quoted without VAT since Plan is exempted from paying such.
APPENDIX (V)
SITE VISIT FORM
(Bidder’s Letter Head Stamp)
To: The Director
Plan International Zambia
Re: SITE VISIT: ………………………………………………………………………………………………………………………..
NAME OF SITE: …………………………………………………………………………………………………………………
LOCATION: ………………………………………………………………………………………………………………………..
This is to confirm that the above site was visited as verified by Plan’s and Bidder’s representatives stated below.
Authorized Signature:
Name and Title of Signatory:
Name of Bidder:
Address:
Plan Representative (Staff or Community) Bidder Representative
Name: ……………………………………………………………… ……………………………………………….
Signature:………. ……………………………………………………………………………………………………………………………
NRC: …………………………………………………………….………………………………………………………………………………
Contact No.: ……………………………………………………………………………………………………………………………
Date: ……………………………………………………………….………………………………………………………………………..