DEMOLITIONITEMDESCRIPTIONQTYUNITRATEAMOUNTITF HEADQUARTERS
OFFICE COMPLEXEXTENSIONBILL NO 2DEMOLITION WORKSDEMOLITION OF
EXISTING FUEL DUMPEXISTING BUILDINGNOTE THE FOLLOWINGAPrior to
commencement of demolition works on sitethe contractor shall
accompany the supervisingconsultants around the area of the
proposed workand agree with the supervising consultants a surveyof
existing conditions of the aforesaid area. Anydamages occasioned
thereafter, will be deemed tobe the Contractor's responsibility,
and be made goodto the supervising Consultants' satisfaction at
theContractors' expenseBDuring tendering the Tenderer is once again
stronglyRads Quants Associatesadvised to visit the site and
ascertain the work to bedone before putting a sum of money to cover
eachitem of work described belowCAll debris and articles arising
from demolitions andexcavation where not described as to be set
aside forre-use or handed over to the employer are to be gotout and
cleared away from siteDAllow for careful demolition of existing
salesoffice building and cart away debris as
directedsum500,000.00EAllow for removal of all electrical
installations,pipework, fuel pumps, canopies and cartaway as
directedsum312,500.00FenceFAllow for careful demolition of
perimeter fencingaround the fuel dump and cart away debrisfrom site
(Approx Area 240 sq.msum165,000.00GRemove existing metal gate and
cart awayas directedsum15,000.00Carried to
Collection992,500.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTAAllow for
digging around buried fuel tanks (3Nr),exhume tanks and cart away
as directedsum562,500.00Breaking of Oversite ConcreteBAllow for
breaking of oversite concrete andcartaway debris from site (Approx
area800sq.m)sum937,500.00DEMOLITION OF EXISTING FUEL DUMPCarried to
Collection1,500,000.00Rads Quants AssociatesCOLLECTIONPAGE NO. ITF/
DEM/1992,500.00PAGE NO. ITF/ DEM/21,500,000.00DEMOLITION
WORKSCarried to Summary2,492,500.00
&R&8 ITF Headquarters Office Complex
Extension&L&8BILL NO. 2Demolition
Works&C&8ITF/DEM/&P
REMEDIALITEMDESCRIPTIONQTYUNITRATEAMOUNTITF HEADQUARTERS OFFICE
COMPLEXEXTENSIONBILL NO. 10REMEDIAL WORKSREHABILITATION OF ACCESS
ROADADJACENT ITF BOUNDARY FENCE[PROVISIONAL]AScarify existing road
surface and verges to a depthnot exceeding 400mm shape and compact
to 100%4,100sq.m350.001,435,000.00B.S. compaction as sub
gradeB300mm average thickness laterite fill 30%soaked CBR value
spread and compacted to100% WAS
compaction1,230cub.m3,656.004,496,880.00C150mm thick laterite base
80% soaked CBRValue (min) spread and compacted to 100%WAS.
Compaction4,100sq.m550.002,255,000.00DProvide and lay prime coat
using cut back bitumenMC 1 at the rate of 1.1 litres/m2 including
blindingwith sand or quarry
fines.4,100sq.m600.002,460,000.00EProvide and lay second coat
bituminous surfacedressing using Emulsion bitumen with 12mm
singlesize crushed stone chippings (haulage
inclusive)4,100sq.m600.002,460,000.00FAdjustment of items E & F
for increasing ordecreasing rate of spread of bitumen by oil
litresper sq.m (Provisional sum)4,100sq.m600.002,460,000.00GProvide
equipment to site and remove oncompletion of
workssum1,500,000.00HAllow for making good all work
disturbedsum500,000.00REHABILITATION OF ACCESS ROAD ADJACENTITF
BOUNDARY FENCECarried to
Collection17,566,880.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTExisting
Storm Water Drain Along TheAccess RoadAAllow for the reconstruction
of damaged drainincluding blockwork, rendering, concretecopping to
make up level of road wherenecessarysum312,500.00BAllow for making
good all work describedsum300,000.00Existing Storm Water Drain
Along TheAccess RoadCarried to Collection612,500.00COLLECTIONPAGE
NO. ITF/ REM/117,566,880.00PAGE NO ITF/ REM/
2612,500.00REHABILITATION OF ACCESS ROADADJACENT ITF BOUNDARY
FENCECarried to Summary18,179,380.00
&R&6 ITF Headquarters Office Complex
Extension&L&6Bill No. 10Remedial
Works&C&8ITF/REM/&P
MAIN BUILDITEMDESCRIPTIONQTYUNITRATEAMOUNTPROPOSED RESIDENTIAL
DEVELOPMENT FOR MR.HENRY UGWUADU AT OKPO -OBA UMUCHOKOEMEKUKU,
OWRRI NORTH LGA IMO STATESUBSTRUCTURE [ALL PROVISIONAL]Site
PreparationAClear site of all shrubs, ant hills, bushes, under
growth,small trees not exceeding 600mm girth, large stone
,rubbishdebris etc and remove from
site21750.0010,850.00ExcavationBExcavate trench for foundation
maximum depth notexceeding 2.00m commencing from stripped
level40cub.m650.0026,000.00CDitto pit for column bases not
exceeding 2.00m63cub.m650.0040,950.00DApply "Dieldrex" anti-termite
treatment to sides and bottomof
excavation222sq.m100.0022,200.00ERemove surplus excavated materials
from site38cub.m210.007,980.00FBackfill with selected excavated
materials around foundationtrenches65cub.m250.0016,250.00Hardcore
fillingG300mm approved rock laterite hardcore
filling158sq.m760.00120,080.00H450mm Approved laterite earth
filling to make up level underfloor slab, well compacted and
consolidated in 150mmlayers.71cub.m2,500.00177,500.00CONCRETE
WORKPlain in- situ concrete [ 1:3:6-38mm aggregate ]developing
minimum 15m/sq.mm works strengthat 28 daysJ50mm thick [1:10-all in
aggregate] blinding114sq.m1,050.00119,700.00KFoundation
footing10cub.m25,000.00250,000.00Reinforced in-situ concrete [
1:2:4-20mm aggregate ]grade 25 with a minimum cement content of
350kg/m3and works strength of 25N/sq.mm at 28 daysLColumn
bases28cub.m28,000.00784,000.00MColumns2cub.m28,000.0056,000.00NConcrete
oversite32cub.m28,000.00896,000.00Carried to
collection2,527,510.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTREINFORCEMENT
(PROVISIONAL)High yield tensile steel bars to BS 4449 in straight
andbent positions in columns bases, columnsA8 -16mm diameter
bar1,686kg280.00472,080.00BBRC square mesh fabric reinforcement to
BS 4483 Ref A193 lapped 200mm at all joints in concrete
slab185sq.m810.00149,850.00DAMP PROOF MEMBRANEVisqueen 1200 guage
polythene sheet 150mm weltedjoints and sealing laps with double
side single layerdamping horizontal to fall over 300mm
wideCApproved damp proof membrane
laid185sq.m350.0064,750.00FORMWORKSawn formwork to :DEdges of slab
not exceeding 250mm high59lin.m300.0017,700.00ESides of
columns25sq.m2,000.0050,000.00BLOCK WALLSHollow sandcrete block
work filled with weak concrete incement mortar [ 1 : 3 ]F225mm
wall122sq.m3,800.00463,600.00Carried to Collection
Below1,217,980.00COLLECTIONPRP/DUP/HUU/ 1.2,527,510.00PRP/DUP/HUU/
21,217,980.00ELEMENT NO 1 SUBSTRUCTURECarried to General
Summary3,745,490.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTELEMENT NO. 2 -
FRAMESCONCRETE WORKReinforced in-situ concrete [1:2:4-20mm
aggregate]grade 25 with a minimum cement content of 350kg/m3and
works strength of 25N/sq.mm at 28
daysAColumns7cub.m28,000.00182,000.00BDitto circular
Columns6cub.m28,000.00168,000.00CBeams9cub.m28,000.00252,000.00D150mm
thick suspended slab30cub.m28,000.00840,000.00REINFORCEMENT
(PROVISIONAL)High yield tensile steel bars to BS 4449 in straight
andbent positions in columns , slab and beamsE10 - 16mm diameter
bar5,946kg280.001,664,880.00FormworkProvide formwork to:-FSides of
Circular Columns53sq.m2,000.00106,000.00GDitto retangular columns
attach to wall113sq.m2,000.00226,000.00HSides and soffit of
beam122sq.m2,000.00244,000.00JSoffit of suspended
slab172sq.m2,000.00344,000.00KEdge of suspended slab 150mm
high66lin.m300.0019,800.00ELEMENT NO 2. FRAMESCarried to
Summary4,046,680.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTELEMENT NO
3STAIRCASECONCRETE WORKReinforced in-situ concrete [1:2:4-20mm
aggregate]grade 25 with a minimum cement content of 350kg/m3and
works strength of 25N/sq.mm at 28 daysAConcrete footing/Landing
beam1cub.m28,000.0028,000.00BWaist1cub.m28,000.0028,000.00CSteps1cub.m28,000.0028,000.00DLanding1cub.m28,000.0028,000.00REINFORCEMENT
(PROVISIONAL)High yield tensile steel bars to BS 4449 in straight
andbent positions in staircaseE10-16mm diameter
bars376kg280.00105,280.00FormworkSawn formwork to:-FSloping soffit
of staircase11sq.m2,000.0022,000.00GSoffit of
landing3sq.m2,000.006,000.00HEdges of Landing 150mm
high7lin.m300.002,100.00JEdge of risers 150mm
high37lin.m300.0011,100.00KEdge of waist 175mm
high14lin.m300.004,200.00ELEMENT NO 3 STAIRCASECarried to
Summary262,680.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTELEMENT
NO.4EXTERNAL AND INTERNAL WALLSCONCRETE WORKReinforced in-situ
concrete [1:2:4-20mm aggregate]grade 25 with a minimum cement
content of 350kg/m3and works strength of 25N/sq.mm at 28
daysALintel11cub.m28,000.00308,000.00FormworkProvide formwork
toBSides and soffit of lintel154sq.m2,000.00308,000.00REINFORCEMENT
(PROVISIONAL)High yield tensile steel bars to BS 4449 in
lintel.C10-12mm diameter bars1,371kg280.00383,880.00BLOCK
WORKHollow sandcrete blockwork in cement and sandmortar ( 1 : 4
)D225mm thick wall503sq.m3,500.001,760,500.00E150mm thick
wall32sq.m2,850.0091,200.00ELEMENT NO. 4 EXTERNAL AND INTERNAL
WALLSCarried to
Summary2,851,580.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTELEMENT NO. 5
ROOFCONCRETE WORKReinforced in-situ concrete [1:2:4-20mm
aggregate]grade 25 with a minimum cement content of 350kg/m3and
works strength of 25N/sq.mm at 28 daysARoof
beams9cub.m28,000.00252,000.00BFascia
concrete10cub.m28,000.00280,000.00REINFORCEMENT (PROVISIONAL)High
yield tensile steel bars to BS 4449 in staight andbent positions
placed into formwork in roof beam andfasciaC10-16 mm diameter
bars1,764kg280.00493,920.00FormworkSawn formwork to:DSides and
soffit of roof beams122sq.m2,000.00244,000.00ESides of
fascia44sq.m2,000.0088,000.00ROOF TRUSSESThe following in sawn and
treated hardwoodtimber roof trusses inF50 x 100mm
Rafter198lin.m350.0069,300.00G50 x 150mm tie
beam160lin.m400.0064,000.00H50 x 100mm
struts670lin.m350.00234,500.00J50 x 75mm
purlins350lin.m300.00105,000.00K50 x 50mm
Noggins632lin.m200.00126,400.00L50 x 75mm wall
plate59lin.m280.0016,520.00ROOF COVERING0.7mm metro tiles roofing
sheet fixed to timber purlingwith alocrom finish fixed in
accordance withmanufactural's
instructionsMRoofing291sq.m4,500.001,309,500.00NRidge capping 600mm
girth67lin.m1,900.00127,300.00ELEMENT NO 5 ROOFCarried to
summary3,410,440.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTELEMENT NO
6METAL WORKWINDOWSSupply and fix silver anodized Aluminium
casementwindow with 5mm thick tinted glass ,fixed light, fly
screenbottom fixed including cutting and pinning lugs toconcrete or
block work surrounded and bedded frame incement and sand mortar
(1:6) and pointing internally andexternally as per Architect's
scheduleAWindow size 1200mm x 3900mm
high2nr51,000.00102,000.00BWindow size 1200mm x 2000mm
high2nr30,000.0060,000.00CWindow size 1200mm x 1500mm
high20nr30,000.00600,000.00DWindow size 600mm x 600mm
high6nr10,000.0060,000.00Fabricate and fix burglar proof using 50 x
50mm hollow pipeframe and 25 x 50mm for horizontal stiffeners 16mm
diametbars, for vertical bracing at 150mm centres in accordanceto
Architect's scheduleFWindow size 1200mm x 3900mm
high2nr18,000.0036,000.00GWindow size 1200mm x 2000mm
high2nr14,000.0028,000.00HWindow size 1200mm x 1500mm
high20nr12,000.00240,000.00JWindow size 600mm x 600mm
high6nr9,000.0054,000.00DOORSSupply and fix the following approved
imported steelpanel Turkish door complete with 9'' wide frame
andlock fixed to wallLTurkish Door sizes 1200 x 2100mm high
D12Nr220,000.00440,000.00Panel Door sizes 900 x 2100mm high
D2i1Nr80,000.0080,000.00Panel Door sizes 900 x 2100mm high
D212Nr80,000.00960,000.00Panel Door sizes 900 x 2100mm high
D35Nr80,000.00400,000.00Supply and fix the following approved hard
woodendoors complete with frame and ock catcherMDitto size 900mm x
2100mm high D41Nr48,000.0048,000.00ELEMENT NO. 6 WINDOWS AND
DOORSCarried to
Summary3,108,000.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTELEMENT NO. 7
FITTINGS AND FIXTURESASupply and fix chrome aluminium handrail in
stair caseeand balconies ,1000mm high with 100mm
embedded3535,000.001,225,000.00concrete, as shown in Architectural
detailsBConstruct kitchen cabinet as per Architect's
approvalsum350,000.00CAllow for construction of
wardrobe4Nr150,000.00600,000.00DSupply and fix decorative column
casing complete withornamental design head size 6900mm long by
600mm6Nr15,000.0090,000.00diameterELEMENT NO.7 FITTINGS AND
FIXTURESCarried to
Summary2,265,000.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTELEMENT NO. 8
FINISHINGSWALL FINISHINGS15mm thick cement and sand (1:3) rendering
smoothand finished fair on:AWalls Internally and
Externally1,070sq.m600.00642,000.00BSoffit of Suspended Concrete
slab172sq.m600.00103,200.00CSoffit of
staircase11sq.m600.006,600.00DSoffit of
Landing3sq.m600.001,800.00EEdge of waist 175mm
high14lin.m200.002,800.00FSide of facia
concrete44sq.m600.0026,400.00GSides of reveal not exceeding 100mm
wide156lin.m200.0031,200.00H50mm thick POP wall
molding274lin.m1,000.00274,000.00UNGLAZED CERAMIC TILES250x 300 x
8mm white Unglazed ceramic wall tilesJToilet and Kitchen
Walls166sq.m3,000.00498,000.00KReveals, not exceeding 100mm
wide14lin.m450.006,300.00FACING SLIPS (STONE EFFECT)LSupply and fix
scotch tiles on wall faces75sq.m4,000.00300,000.00Beds and
BackingsM12mm screeded backing (1:3) for
tiles241sq.m600.00144,600.00NDitto reveal not exceeding 100mm
wide14lin.m200.002,800.00FLOOR FINISHINGS600 x 300 x 8mm Glazed
Vitrified italian ceramic floortiles bedded in cement mortar (1:3)
and pointed inmatch cement on screeded bed (measured
separately)NFloors255sq.m3,700.00943,500.00PStaircase15sq.m3,700.0055,500.00QSkirting60lin.m555.0033,300.00Unglazed
Vitrified ceramic floor tiles inRKitchen and
toilets49sq.m3,000.00147,000.00SSkirting113lin.m450.0050,850.00Carried
to collection3,269,850.00ITEMDESCRIPTIONQTYUNITRATEAMOUNT( Floor
finish cont'd )Beds and BackingsA50mm thick screeded
bed304sq.m700.00212,800.00BDitto in
staircase15sq.m700.0010,500.00CDitto in skirting 75mm
high173lin.m200.0034,600.00CEILING FINISHINGSPOP screeding Ceiling
on ceiling surfaces generallyapplied fixed according to
manufactural's instructionDSoffit of suspended ceiling and ceiling
generally344sq.m3,800.001,307,200.00Carried to
Collection1,565,100.00PRP/DUP/HUU/93,269,850.00PRP/DUP/HUU/101,565,100.00ELEMENT
NO 8.FINISHESCarried to
summary4,834,950.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTELEMENT NO 9
ELECTRICAL INSTALLATIONSAllow a provisional sum of 2,000,000 .00
naira forAthe installation of mechanical and
electricals1,200,000.00Ballow for builder's work (
5%)60,000.00ELEMENT NO 9 ELECTRICAL INSTALLATIONSCarried to
summary1,260,000.00ELEMENT NO 10 MECHANICAL INSTALLATIONSAAllow a
provisional sum of 1,800,000 .00 naira forthe installation of
mechanical and electricals1,800,000.00BAllow for builder's work (
5%)90,000.00ELEMENT NO 10 MECHANICAL INSTALLATIONCarried to
summary1,890,000.00ITEMDESCRIPTIONQTYUNITRATEAMOUNTELEMENT NO 11.
PAINTING AND DECORATINGPrepare and apply POP screed slurry on
renderedsurfacesAWalls Internally and
externally1,070sq.m400.00428,000.00BSoffit of
landing3sq.m400.001,200.00CSide of reveal not exceeding 100mm
wide156lin.m150.0023,400.00DDitto slopping soffit of
staircase11sq.m400.004,400.00EEgdes of
waist14lin.m150.002,100.00FSide of concrete
fascia44sq.m400.0017,600.00GSides and soffit of exposed
beams122sq.m400.0048,800.00Prepare and apply one undercoat and two
finishingcoats of high quality screeded magic painting onHWalls
Internally and externally1,070sq.m1,100.001,177,000.00JSoffit of
landing3sq.m1,100.003,300.00KSide of reveal not exceeding 100mm
wide156lin.m200.0031,200.00LDitto slopping soffit of
staircase11sq.m1,100.0012,100.00MSides of circular columns, 300mm
diameter7sq.m1,100.007,700.00NSide of concrete
fascia44sq.m1,100.0048,400.00Prepare and apply one finishing coat
of whiteemulsion paint on P O PQSoffit of ceiling
generally344sq.m400.00137,600.00PAINTING AND DECORATINGCarried to
Summary1,942,800.00SUMMARYELEMENT NO. 1
SUBSTRUCTURE3,745,490.00ELEMENT NO 2 FRAMES4,046,680.00ELEMENT NO 3
STAIRCASE262,680.00ELEMENT NO. 4 EXTERNAL AND
INTERNALWALLS2,851,580.00ELEMENT NO.5 ROOF3,410,440.00ELEMENT NO. 6
WINDOWS AND DOORS3,108,000.00ELEMENT NO. 7 FITTINGS AND
FIXTURES2,265,000.00ELEMENT NO. 8 FINISHINGS4,834,950.00ELEMENT NO.
9 ELECTRICAL INSTALLATIONS1,260,000.00ELEMENT NO. 10 MECHANICAL
INSTALLATIONS1,890,000.00ELEMENT NO. 11 PAINTING AND
DECORATING1,942,800.00MAIN BUILDINGCarried to General
Summary29,617,620.0050000
&LProposed residential development &Cfor&RMr.Henry
Ugwuadu&L&"Arial,Italic"&8BILL NO. 1Main
Building&C&8PRP/DUP/HUU/&P
SUMMARYITEMDESCRIPTIONPAGE NOAMOUNTGENERAL SUMMARYABILL NO: 1
MAIN BUILDING29,617,620.00BBILL NO : 2 PRELIMINARIES (
2.5%)740,440.50SUB TOTAL30,358,060.50CONTINGENCIESAllow a
Provisional sum of 1,500,000.00 Naira Only forcontingencies to be
expended complete as directed if not1,500,000.00if not expended
shall be returned in whole or in part to the clientSUB
TOTAL31,858,060.50ADDVALUE ADDED TAX ( VAT 5%)1,592,903.03GRAND
TOTAL COSTCarried to Form of Tender33,450,963.53Name of
Tenderer..... ..Address...Time of Completion : Within.....weeks of
official taking over siteSignature of Employer Date:....Signature
of Contractor:. Date:..
&LProposed residential development &Cfor&R Mr.Henry
Ugwuadu&LGeneral summary&CGS
