19N15026R0374_BOQ.xlsx
XLSX spreadsheet 182 KB Posted
- Attached to
- SOLICITATION AMENDMENT - 19N15026R0374-0001
- Solicitation number
- 19N15026Q0001
- Issued by
-
Department of State
About this file
This is a Bill of Quantities (BOQ) for the proposed Bells Apartment Renovation project located at Onisiwo Road, Ikoyi, Lagos, Lagos State. The project encompasses comprehensive renovation work organized into multiple bills: preliminaries (Bill 1), main building work (Bill 2), external works (Bill 3), and separate MEP services (Bill 5). Main building work includes demolition of existing structures (shopfronts, walls, doors, tiles, plumbing, and electrical installations), construction of new masonry walls, installation of windows and doors (aluminum shopfronts, timber flush doors, bifold doors, roller shutter doors), in-situ concrete work, stairs and balustrades, floor finishes (Porcelanosa tiling and epoxy flooring), wall finishes (plastering and ceramic tiling), ceiling finishes (suspended gypsum plasterboard), and fittings and fixtures including granite vanity tops and provisional sums for kitchen cabinets (N50,000,000) and wardrobes (N80,000,000).
External works include site preparation and paved areas with laterite filling and concrete bedding, fencing with aluminum pergola/canopy (N15,000,000 provisional sum), and landscaping with grass turfing and planting (N7,500,000 provisional sum). The MEP services package (referenced separately) comprises plumbing installation with sanitary wares and fire protection, HVAC installation with cassette units and duct work, electrical services with trunking, cabling, lighting, and low-voltage systems, all with associated builder's works for service installation and provisional sums for contingencies. The project includes a 7.5% VAT addition and contingency allowances. The associated solicitation amendment (19N15026Q0001) extends the proposal due date to 24 August 2026 at 4:00pm Eastern time and includes attachments for construction, electrical, and mechanical drawings, along with product selections for biodigesters, sanitary fixtures, and tiles.
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PRELIMS
BILL NR 1 - PRELIMINARIES AMOUNT
Allow for carrying out the following general items
A Level and setting out
B Foreman in - charge
C Site Accommodation
D Scaffolding
E Telephone
F Plant and tools
G Water for the works
H Temporary Electricity
J Soil test and sample
K Progress photographs
L Temporary lighting
M Workmen's compensation insurance
N First aid box
P Welfare and Safety
Q Temporary hoarding and barriers
R Security
S Construction Levy/Stacking Permit
T Advance payment bond
U Site Clean-up upon completion
Preliminaries Carried to Summary
&G &"Arial,Regular"&10PROPOSED BELLS ARAPRTMENT RENOVATION @ ONISIWO ROAD,IKOYI LAGOS, LAGOS STATE - Preliminary Page 1/&P &"Arial,Bold"&D
MAIN BUILDING
BILL Nr. 2
C10: DEMOLISHING STRUCTURES
All salvage materials to be set aside for client
A Carefully remove existing shopfront and remove debris from site; (total area approximately - 7 sq.m) item
B Carefully remove existing ceiling board and remove debris from site - 27 sq.m - item
C Carefully demolish existing 150/225mm blockwall and remove debris from site - 199 sq.m item
D Carefully remove existing Pedestrian Metal gate completely and remove debris from site;- 2nr item
E Carefully remove existing fence grille and remove debris from site - approximately - 9sqm. item
F Carefully remove existing Timber doors and remove from site; size 750/900 x 2100 - 48nrs item
G Carefully remove existing Security doors and remove from site size 900/1500 x 2100 - 2nr item
H Carefully remove existing aluminium sliding doors and remove debris from site - Approximately -34sq.m item
J Carefully demolish existing reinforced concrete lintels, counter slab, or slab and remove debris from site - approximately 3 cu.m item
K Carefully remove existing floor tiles complete with screeding and remove debris from site -416 sq.m item
L Ditto wall tiles (toilets) -80 sq.m item
M Carefully remove existing terrace hand rails and remove debris from site- 21lm. item
N Carefully strip out existing plumbing installation comprising WHB, toilets and bath tub including associated pipeworks ( 6 toilets) item
P Carefully remove faulty electrical installations and remove debris from site item
Q Allow for incident support during demolition works item
R Allow a Provisional Sum of N150,000.00 for Additional / Undefined Demolition Works sum
Substructure Carried to abstract
ELEMENT No. 3
INTERNAL AND EXTERNAL WALLS
MASONRY
| F10: BRICK/BLOCK WALLING |
| Hollow sandcrete blockwall, lightweight aggregate, blocks, B.S.6073, 450 x 225, compressive strength not less than 3.0N/mm2, standard finish; keyed both sides, in cement mortar (1:4);flush smooth pointing as work proceeds. |
A 150mm Wall 56 sq.m
| Internal and external walls Carried to abstract |
| ELEMENT No. 4 |
| WINDOWS AND DOORS |
| WINDOWS/DOORS/STAIRS |
L11: METAL WINDOWS / ROOFLIGHTS / SCREENS / LOUVRES
Shopfront
A Aluminium Shopfront (OMNIA or approved equal) comprising; 12mm thick (8+6) clear laminated safety glass anealed together with 0.76 PVB film; U - Value +1.1 or +1 W/m2K, Pilkington glass or approved equal complete with fixing screws of matching colour obtainable from Nigalex Ltd.; fixed to 50 x 25mm mild steel hollow section subframes including all necessary accessories. 34 sq.m
| Roller Shutter Door | |||
| C | Roller shutter Commercial Garage Door with hardwood timber to sides of opening with metal straps 2700 x 2100mm GD01 | 2 | nr |
L20: TIMBER DOORS/SHUTTERS/HATCHES
| Flush Doors & Panel Doors | |||
| Supply and install the following doors complete with frames, subframes, architraves & relevant Ironmongery items: | |||
| The doors in this section shall be IL bagno Doors or Approved Equal and subject to the Architect's eventual approval | |||
| D | 44mm Polished solid cored flush door size 800mm x 2100mm lipped on all edges and faced with 6mm selected 'Anagrie' veneer plywood complete with rebated polished hardwood frames, 100 x 20mm polished moulded architraves, subframes & relevant ironmongery as per Architect's door schedule; TD1 and TD3 | 11 | nr. |
E Ditto 900mm x 2100mm TD02 13 nr.
F Ditto 1300mm x 2100mm TD04 2 nr.
G 4050mmW X 2100mmH concealed framed aluminium wall system consisting of 3 panels dark grey rall 9011 powder coated aluminium fixed panels and 1 no laminated timber single core swing door complete with color matched accessories per propriety fixing details or architect approved equivalent 4 nr.
H 44mm Polished solid cored Double Flush Panel Bifold size 1500mm x 2100mm lipped on all edges and faced with 6mm selected 'Anagrie' veneer plywood complete with rebated polished hardwood frames, 100 x 20mm polished moulded architraves, subframes & relevant ironmongery as per Architect's door schedule TD10 2 nr.
J Ditto 2600mm x 2100mm TD11 4 nr.
K Ditto 2800mm x 2100mm TD12 1 nr.
L 44mm Polished solid cored Single Flush Panel Bifold size 600mm x 2100mm lipped on all edges and faced with 6mm selected 'Anagrie' veneer plywood complete with rebated polished hardwood frames, 100 x 20mm polished moulded architraves, subframes & relevant ironmongery TD06 2 nr.
M Ditto 750mm x 2100mm TD07 2 nr.
N Ditto 900mm x 2100mm TD08 2 nr.
| P | Ditto 1000mm x 2100mm TD09 | 2 | nr. |
| To collection |
IN - SITU CONCRETE/ LARGE PRECAST CONCRETE
E10: MIXING/CASTING/CURING/IN-SITU CONCRETE
| Reinforced in-situ concrete developing minimum works strength of 25N/mm2 at 28 days filled into formwork and vibrated in:- | |||
| A | Lintel | 1 | cu.m |
E30: REINFORCEMENT FOR IN-SITU CONCRETE
| High tensile steel bar reinforcement to B.S. 4461 in straight, curved and bent bars: | |||
| B | 10 - 12mm Diameter bar in lintel | 0.08 | tons |
E20: FORMWORK FOR IN-SITU CONCRETE
| Sawn formwork to:- | |||
| C | Sawn formwork to sides and soffit of lintel; attached to wall; regular shaped ; rectangular shaped; height to soffit 1.50 - 3.0m | 2 | sq.m |
WINDOWS/DOORS/STAIRS
L30: STAIRS/WALKWAYS/ BALUSTRADES
D Supply and install 1100mm high lasercut aluminoum balustrading or guard rail comprising 2.6mm thick aluminium lasercut panels; complete with 50mm diameter stainless steel toprail and base shoe top mounting profile to receive aluminium panels; with and including rubber gaskets and other standard fixing accessories for a complete installation; all screwed and grounded in accordance with Architect's design pattern. 21 lm
To collection
To Collection
Page 2/4
Page 2/5
Windows and doors Carried to abstract
ELEMENT No. 5
PLUMBING AND MECHANICAL INSTALLATION
A Fire fighting installations; hand appliances; fire hose reels, dry riser, landing valves, breeching inlet, fire pumps, pipes and fittings Sum Please refer to the attached Mechanical & Plumbing Works BOQ
B Plumbing installation to consist of sanitary wares installaton, accessories, pressed water tank, soil and waste water , fire protection installation etc Sum Please refer to the attached Mechanical & Plumbing Works BOQ
C HVAC installation to comprise supply of cassette units, extract fans, air terminal , duct dampers,refrigerant copper pipeworks, condensate upvc pipework Sum Please refer to the attached Mechanical & Plumbing Works BOQ
| PROVISIONAL WORK |
| Include the following Provisional Sums:- |
C Builder's works in connection with Mechanical and Plumbing Installations; including but not limited to cutting, forming or drilling walls, floors or ceilings to allow services to pass, ensuring structural integrity is not compromised, chasing block/brickwork for conduits or pipes, sealing holes, making good plaster & other finishes e.t.c ( If any) Sum
| Plumbing & Mechanical Installation Carried to abstract |
| ELEMENT No. 6 |
| ELECTRICAL INSTALLATION | |||
| A | Electrical services installation; Comprising of trunking and cabletray, wiring cables, wiring accessories , lighting fittings, including socket outlets, NEPA statutory charges, ups distribution boards etc | Sum | Please refer to the attached Electrcial Works BOQ |
B Low voltage installation to include fire deduction and public address system, data networking Sum Please refer to the attached Electrcial Works BOQ
C Earthing and lighting protection Sum Please refer to the attached Electrcial Works BOQ
PROVISIONAL WORK
Include the following Provisional Sums:-
C Builder's works in connection with Electrical & ELV Installations; including but not limited to cutting, forming or drilling walls, floors or ceilings to allow services to pass, ensuring structural integrity is not compromised, chasing block/brickwork for conduits or pipes, sealing holes, making good plaster & other finishes e.t.c ( If any) Sum
| Electrical Installation Carried to abstract |
| ELEMENT No. 7 |
FLOOR FINISHES
M40: STONE/CONCRETE/QUARRY/CERAMIC TILING/MOSAIC
| Tiles, Slab and Block finishes | |||
| A | 20mm x 1200mm x 1200mm Porcelanosa tiling P.C N80,000.00 per square metre in approved pattern, laid level or to falls only not exceeding 15 degrees from horizontal on screeded bed (m/s) and fixed with tile adhesive, butt jointed and pointed in matching grout | 385 | sq.m |
B Ditto 100mm skirting 10 lm
C Prepare the screeded surface, supply and install 5mm thick epoxy floor finish as per BS 6319, that meets chemical and abrasion resistance criteria all to manufacturer's Instructions and to approval of the Architect. 46 sq.m
Floors, treads & risers
M10: SAND CEMENT/CONCRETE/SCREEDS/FLOORING
Cement and sand (1:3)
D 40mm Cement and sand screed; level and to falls only not exceeding 15 degrees from horizontal 385 sq.m
E 50mm Cement and sand screed; level and to falls only not exceeding 15 degrees from horizontal to receive epoxy flooring 46 sq.m
| Floor Finishes Carried to abstract |
| ELEMENT No. 8 |
WALL FINISHES
M20: PLASTERED/RENDERED/ROUGHCAST COATINGS
| 12mm Cement and sand (1:4) one coat internal and external rendering on:- | |||
| A | Walls; concrete or blockwork base; girth exceeding 300mm; on walls | 21 | sq.m |
B 12mm Cement and Sand (1:3) in backing to walls to receive ceramic wall tiles (m/s) 91 sq.m
| POP Screeding | |||
| C | Plaster of paris screed rendering on plastered surfaces steel trowelled and sanding on completion (provisional) | 844 | sq.m |
M40: STONE/CONCRETE/QUARRY/CERAMIC TILING/MOSAIC
| Tile, slab and block finishing:- |
| 10mm x 600mm x 1200mm Porcelanosa wall tiles P.C. N80,000.00 per square metre laid with 2mm square joints on screeded backing (measured separately) bedded in plain cement mortar and grouted in neat matching grout |
D Walls on sand and cement base 91 sq.m
M60: PAINTING/CLEAR FINISHING
E Prepare and apply one mist coat and two full coats of "Dulux" (CAPL) paint or other equal and approved emulsion paint on rendered walls internally; width exceeding 300mm 844 sq.m
Wall finishes Carried to abstract
| ELEMENT No. 14 | - 0 | ERROR:#REF! | ||||
| - 0 | ERROR:#REF! | |||||
| CEILING FINISHES | - 0 | ERROR:#REF! | ||||
| - 0 | - 0 | |||||
| LINING/SHEATHING/DRY PARTITIONING | - 0 | |||||
| - 0 | ||||||
| K10: PLASTERBOARD DRY LINING | - 0 | |||||
| - 0 | ||||||
| A | 12mm Suspended gypsum plasterboard ceiling on galvanised steel framing; fixing to galvanised wire hangers,with tamper proof heads ; spot filling whole surface with slurry and sanded including POP surface screeding. | 320 | sq.m |
B 12mm Suspended moisture resistant plasterboard board ceiling on galvanised steel framing; fixing to galvanised wire hangers,with tamper proof heads ; spot filling whole surface with slurry and sanded including POP surface screeding - 0 sq.m
C Extra over for shadow line 200mm wide x 200mm deep and with internal recess 75mm wide complete with corner bead and other fixing accessories (prov.) 1,000 lm
D Extra for good quality 600 x 600mm metal access panel complete with standard fixing accessories 5 nr.
M60: PAINTING/CLEAR FINISHING
E Prepare and apply one mist coat and two full coats of "Dulux" (CAPL) or other equal and approved trade emulsion paint on plastered soffit; girth exceeding 300mm 320 sq.m
| Ceiling finishes Carried to abstract |
| ELEMENT No. 9 |
FITTINGS AND FIXTURES
E10: MIXING/CASTING/CURING/IN-SITU CONCRETE
A 75mm Reinforced in-situ concrete developing minimum works strength of 25N/mm2 at 28 days filled into formwork and vibrated in work top or vanity top 3 cu.m - 0 - 0
| E30: REINFORCEMENT FOR IN-SITU CONCRETE | |||||
| B | 8mm-10mm High tensile steel bar reinforcement to B.S. 4461 in straight, curved and bent bars in vanity top | 0.10 | tons | - 0 | - 0 |
E20: FORMWORK FOR IN-SITU CONCRETE
C Horizontal soffits of vanity slab not exceeding 200mm thick; height to soffit not exceeding 1.50m 5 sq.m - 0 - 0
D Edges of suspended vanity slab; plain vertical; height not exceeding 75mm 25 lm - 0 - 0
FURNITURE / EQUIPMENT
| N10: GENERAL FIXTURES/FURNISHINGS/ EQUIPMENT | |||
| E | 20mm Granite slab P.C. N80,000.00 per square metre in vanity top 600mm wide rounded on two edges and with aperture for insert basins and pointed in a neat matching grout. | 13 | lm |
F Ditto face piece 90mm wide 13 lm
G 100mm high vanity splashback with pencil round edges 13 lm
H Allow a Provisional Cost Sum of N50,000,000.00 for Kitchen cabinets & Equipment Prov. Sum
J Allow a Provisional Cost Sum of N80,000,000.00 for Wardrobes & Closets Prov. Sum
Fittings and Fixtures Carried to abstract
SUMMARY
A DEMOLITION - 0
B INTERNAL AND EXTERNAL WALLS - 0
C WINDOWS AND DOORS - 0
D PLUMBING AND MECHANICAL INSTALLATION - 0
E ELECTRICAL INSTALLATION - 0
F FLOOR FINISHES - 0
G WALL FINISHES - 0
J CEILING FINISHES - 0
K FITTINGS AND FIXTURES - 0
Main Building Carried to summary - 0
| &G | PROPOSED BELLS ARAPRTMENT RENOVATION @ ONISIWO ROAD,IKOYI LAGOS, LAGOS STATE |
| - Main building/&P | &D |
External Works BILL Nr. 3
EXTERNAL WORKS (all provisional)
| PAVED AREA |
| GROUNDWORK |
D20: EXCAVATING AND FILLING
| Site preparation | |||
| A | Clearing site of vegetation, grassing, shrub, undergrowth, hedges, trees and tree stubs not exceeding 600mm girth | 23 | sq.m |
| Excavating | |||
| B | Excavate to reduce levels commencing from stripped level and not exceeding 250mm deep and remove debris from site | 6 | cu.m |
| Disposal of excavated materials | |||
| C | Carefully deposit selected excavated materials on site in temporary spoil heaps located at contractor's discretion. | 6 | cu.m |
D Disposal of surplus excavated materials off site - 0 cu.m
| Filling | |||
| E | Laterite filling to make up levels compacted in layers of 150mm; average thickness exceeding 250mm; imported | 12 | cu.m |
| PAVING/PLANTING/FENCING/SITE FURNITURE |
| Q10: STONE / CONCRETE / BRICK KERBS / EDGINGS / CHANNELS |
E10: IN - SITU CONCRETE
Plain in-situ concrete developing minimum works strength of 15N/mm2 at 28 days filled in blinding
F Beds; poured on or against earth or unblinded hardcore; thickness not exceeding 50mm 1 cu.m
Reinforced in-situ concrete developing minimum works strength of 25N/mm2 at 28 days filled into formwork and vibrated in:-
G Beds; sloping not exceeding 15 degrees; thickness not exceeding 150 laid in bays in the specified sequence with and including longitudinal and transverse joint as per engineers specification 2 cu.m
E30: REINFORCEMENT FOR IN-SITU CONCRETE
H Mesh fabric to B.S.4483 reference A242 (6mm) weighing 2.22kg/m2 spaced at 200mm centers both ways with 150mm side and end laps (measured net: no. allowance made for laps) in ground slab 23 sq.m
E20: FORMWORK FOR IN-SITU CONCRETE
| Sawn formwork to:- | |||
| J | Edges of bed; plain vertical; height not exceeding 250mm (3000mm x 3000mm in bays) | 85 | lm |
M10: SAND CEMENT/CONCRETE/SCREEDS/FLOORING
| Cement and sand (1:3) | |||
| K | 40mm Cement and sand screed; level and to falls only not exceeding 15 degrees from horizontal | 23 | sq.m |
Paved area Carried to abstract
| FENCE |
| D20: EXCAVATING AND FILLING |
| Excavating | |||
| A | Excavate trench for ground beam; width not exceeding 0.23m maximum depth not exceeding 0.6m including upholding sides of excavation by whatever means and keeping excavation free from general water | 3 | cu.m |
| Working space | |||
| Working space allowance to excavations for basement and the likes, trenches, pile caps and ground beams; including earthwork support, disposal, backfilling with selected excavated materials in: | |||
| B | Trenches | 20 | sq.m |
| Disposal of excavated materials | |||
| C | Carefully deposit selected excavated materials on site in temporary spoil heaps at located at contractor's discretion. | 3 | cu.m |
| Filling | |||
| D | Filling to make up levels compacted in layers of 150mm; average thickness exceeding 250mm obtained from carefully selected on site spoil heaps | 3 | cu.m |
E10: IN - SITU CONCRETE
| Plain in-situ concrete developing minimum works strength of 15N/mm2 at 28 days filled in blinding | |||
| E | Beneath ground beams | 1 | cu.m |
| Reinforced in-situ concrete developing minimum works strength of 25N/mm2 at 28 days filled into formwork and vibrated in:- | |||
| F | Inverted ground beams | 2 | cu.m |
| E30: REINFORCEMENT FOR IN-SITU CONCRETE | |||
| G | 12mm-16mm High tensile steel bar reinforcement to B.S. 4461 in straight, curved and bent bars in foundation or column | 0.24 | tons |
E20: FORMWORK FOR IN-SITU CONCRETE
| Sawn formwork to:- | |||
| H | Sides of ground beams; plain vertical; height 500mm - 1.00m | - 0 | sq.m |
F10: BRICK/BLOCK WALLING
| Hollow sandcrete blockwall, lightweight aggregate, blocks, B.S.6073, 450 x 225, compressive strength not less than 2.0N/mm2, standard finish; keyed both sides, in cement mortar (1:4);flush smooth pointing as work proceeds. | |||
| J | 230mm Wall | 37 | sq.m |
| A54: PROVISIONAL WORK | ||
| K | Allow a Provisional Sum of N15,000,000.00 for Aluminium Pergola/Canopy | prov sum |
M20: PLASTERED/RENDERED/ROUGHCAST COATINGS
| 12mm Cement and sand (1:4) one coat internal and external rendering on concrete surface or blockwork: | |||
| L | Walls; girth exceeding 300mm | 74 | sq.m |
To collection
M60: PAINTING/CLEAR FINISHING
A Prepare and apply one mist coat and two full coats of "Dulux" (CAPL) weather-shield or other equal and approved emulsion paint on rendered external walls; width exceeding 300mm 74 sq.m
Q40: FENCING
| Fencing | |||
| B | Supply and install Pedestrian gate with all necessary accessories and painting all to Architect's further specifications, Overall size 1100 x 2100mm high | 2 | nr |
C Fabricate and install 4mm x 50mm x100mm hollow aluminium recetangular vertical pipes with height not exceeding 2.1m high; all to Architect's further specification 32 lm
To collection
To Collection
Page 3/2
Page 3/3
Fence Carried to abstract
LANDSCAPING
Q30: SEEDING / TURFING
A Excavate to remove topsoil average 150mm deep including disposal of same from site 164 sq.m
B Bed of selected black soil spread and levelled in average 150mm thick layers and rake surface to fine tilth including removing all stones, boulders and weeds 41 cu.m
C Plant out selected approved grass at 200mm centres, well watered and tend until end of defect liability period 164 sq.m
D Allow a Provisional Cost Sum of N7,500,000.00 for landscaping P.C Sum
Landscaping Carried to abstract
ABSTRACT
A PAVED AREA
B FENCE
C LANDSCAPING
External Works Carried to Summary
&G : PROPOSED BELLS ARAPRTMENT RENOVATION @ ONISIWO ROAD,IKOYI LAGOS, LAGOS STATE
Summary
GENERAL SUMMARY
A BILL NR. 1: PRELIMINARIES (CIVIL WORKS)
B BILL NR. 2: MAIN BUILDING
C BILL NR. 3: EXTERNAL WORKS
D BILL NR. 5: MEP SERVICES (SEPARATE PACKAGE)
E CONTINGENCY
F Add VAT 7.5% - 0
GENERAL SUMMARY : PROPOSED BELLS ARAPRTMENT RENOVATION @ LATEEF JAKANDE ROAD,IKOYI LAGOS, LAGOS STATE - 0
| &"Arial Narrow,Regular"&G | &"Arial Narrow,Regular"&10: PROPOSED BELLS ARAPRTMENT RENOVATION @ ONISIWO ROAD,IKOYI LAGOS, LAGOS STATE |
| - Summary Page&P | &"Arial Narrow,Bold"&14&D |
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