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7/29/2019 BOQ for Otit
1/24
MUGPINL
BILL OF QUANTITIES FOR PROPOSED
MULTIPURPOSE CONFRENCE HALL.
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
SUBSTRUCTURE (ALL PROVISIONAL)
TOPSOIL
AExcavate oversite to remove vegetable top soil
avera e 150mm thick and remove from site. 1250 m2
100.00 125,000.00
-
EXCAVATION -
-
BExcavate trenches for ground beam starting from
reduced level and not exceedin 1.00m de th. 550 m3
280.00 154,000.00
-
C Ditto column pit 260 m3 280.00 72,800.00
DISPOSAL -
-D Remove surplus excavated materials from site 240 m3 250.00 60,000.00
-
BACKFILLING -
-
E Backfill around foundations with selected 581 m3 250.00 145,250.00
-
SURFACE TREATMENT -
-
F Level and Compact bottom of excavated trench to 741 m2 100.00 74,100.00
--
- -Earthwork su ort to both sides of excavated m2 60.00 57,600.00
-
LATERITE FILLING -
G
Imported and approved laterite filling in making up
levels under floors well compacted and
consolidated( 300mm thick)
437 m3 950.00 415,150.00
-
HARDCORE FILLING -
H150mm thick bed of hardcore filling, deposited,
spread, levelled and consilidated to receive220 m2 1,000.00 220,000.00
-CONCRETEWORK -
-
Plain in-situ concrete (1:10) in:- -
-
J 50mm thick blinding 820 m2 1,050.00 861,000.00
Carried to Collection =N= 2,184,900.00
WIS-FAM ASS. GS/1
7/29/2019 BOQ for Otit
2/24
7/29/2019 BOQ for Otit
3/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
FRAMES
CONCRETEWORK
Vibrated reinfoced in-situ concrete (1:2:4-19mmaggregate filled into formwork and well packed
around reinforcement (both measured separately)
A Columns 9 m3 25,500.00 229,500.00
B Beams 27 m3
25,500.00 688,500.00
C Slab 66 m3
25,500.00 1,683,000.00
D Stair case 4 m3
25,500.00 102,000.00
REINFORCEMENT
High tensile steel bar reinforcement to BS 1449
purchased in standard lengths; cut and bent on
site including provision for tying wire, distance
blocks and ordinary spacers
E 10-16mm diameter in columns 56 Kg 290.00 16,240.00
F Ditto beams 1450 Kg 290.00 420,500.00
G Ditto in slab 2127 Kg 290.00 616,830.00
H Ditto in stair case 1151 Kg 290.00 333,790.00
-
-
SAWN FORMWORK TO: -
-
J Vertical sides of columns 40 m2 900.00 36,000.00
K Sides and soffit of beams 210 m2 900.00 189,000.00
L Slab soffit 2535 m2 900.00 2,281,500.00
M Stair case 1010 m2 900.00 909,000.00
BLOCKWORK -
-
Hollow sandcrete blockwork bedded and jointed in
cement and sand (1:6) -
P 225mm wall 605 m2 2,150.00 1,300,750.00
Vibrated reinfoced in-situ concrete (1:2:4-19mm
aggregate filled into formwork and well packed
around reinforcement (both measured separately)
Q Lintel 4 m3 25,500.00 102,000.00
FRAMES -
Carried to Summary 8,908,610.00
WIS-FAM ASS. GS/3
7/29/2019 BOQ for Otit
4/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
UPPER FLOOR
CONCRETEWORK
Vibrated reinfoced in-situ concrete (1:2:4-19mm
aggregate filled into formwork and well packed
around reinforcement (both measured separately)
A Columns 4 m3 25,500.00 102,000.00
B Roof Beams 29 m3 25,500.00 739,500.00
REINFORCEMENT
High tensile steel bar reinforcement to BS 1449
purchased in standard lengths; cut and bent on
site including provision for tying wire, distanceblocks and ordinary spacers
E 10-16mm diameter in columns 68 Kg 290.00 19,720.00
F Ditto Roofbeams 1750 Kg 290.00 507,500.00
-
-
SAWN FORMWORK TO: -
-
J Vertical sides of columns 40 m2 900.00 36,000.00K Sides and soffit of beams 210 m
2 900.00 189,000.00
L
M
BLOCKWORK -
-
Hollow sandcrete blockwork bedded and jointed in
cement and sand (1:6) -
P 225mm wall 605 m2 2,150.00 1,300,750.00
Vibrated reinfoced in-situ concrete (1:2:4-19mm
aggregate filled into formwork and well packed
around reinforcement (both measured separately)
Q Lintel 9 m3 25,500.00 229,500.00
FRAMES -
Carried to Summary 3,123,970.00
WIS-FAM ASS. GS/4
7/29/2019 BOQ for Otit
5/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNTROOF AND ROOF COVERINGS
0.55mm guage long span colour coated aluminum
roofing sheet laid on steel trusses
A in covering 760 m2 2,500.00 1,900,000.00
--
Steel Trusses -
BAllow for prime cost sum of N2,850,000.00 for
construction and fabrication of steel trussesm
2,850,000.00 2,850,000.00
C m -
D m -
E m -
F m -
G m -
H
ROOF
Carried to summary 4,750,000.00
WIS-FAM ASS. GS/5
7/29/2019 BOQ for Otit
6/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
WINDOWS
Aluminium Windows
Factory pre-glazed bronze anodised aluminium
windows complete with mosquitoe netting; tinted
coloured glass complete with all ironmongery
A Window size 2400x 1200mm high 15 Nr 21,500.00 322,500.00
-
B Window size 1800 x 1200mm high 15 Nr 18,600.00 279,000.00
-
C window size 1500 x 1200mm high 6 Nr 14,200.00 85,200.00
-
D Window size 1000 x 1200mm high 10 Nr 12,000.00 120,000.00
E window size 890 x 600mm high
F window size 4100 x 2100 high (casement window)
WINDOWS
Carried to Summary =N= 806,700.00
WIS-FAM ASS. GS/6
7/29/2019 BOQ for Otit
7/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
DOORS AND IRONMONGERY
JOINERY
Timber Doorsimported doors to Architects specification
A Size 1200mm x 2100mm high 10 Nr 100,000.00 1,000,000.00
-
B Ditto size 900mm x 2100mm high 8 Nr 75,000.00 600,000.00
-C Ditto size 1970 x 2100mm high
D Ditto size 750 x 2100mm high
E Ditto size 1000x 2100mm high
Ironmongeries -Supply and fix the following "UNION" or equal and
approved ironmongeries to positions-
-
E Pair 100mm brass butt hinges 15 Pairs 300.00 4,500.00
-
F Mortice lock and set of lever handle furniture 15 Nr 4,500.00 67,500.00
-
-
-
DOORS AND IRONMOGERY
Carried to Summary =N= 1,672,000.00
WIS-FAM ASS. GS/7
7/29/2019 BOQ for Otit
8/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
SERVICES
PLUMBING INSTALLATIONS -
A
Allow a Provisional Sum of =N=2,500,000.00
(Two Million Five Hundred Thousand Naira Only)
for mechanical installations sum 1,800,000.00
-
B Allow provisional sum for builder"s work sum 65,000.00
ELECTRICAL INSTALLATIONS
C
Allow a Provisional Sum of =N=2,500,000.00
(Three Million Five Hundred Thousand Naira
Only) for Electrical Installation Works to beexecuted by a nominated subcontractor Sum 2,000,000.00
SERVICES
Carried to Summary =N= 3,865,000.00
WIS-FAM ASS. GS/8
7/29/2019 BOQ for Otit
9/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
FLOOR, WALL AND CEILING FINISHINGS
Internal Works
Floor Finishing
Tiles, slab and block finishings
Supply and Vitrifies floor Tiles,slab and other associated works.
A On Floor 0
B 450x450x10mm thick vitrified tiles 961 m2 3,150.00 3,027,150.00
-
D 300x300mm unglazed ceramic tiles (Provisional) 775 m2 2,600.00 2,015,000.00-
E 100mm high polished wood skirting 1635 m 470.00 768,450.00
Beds and Backings -
F42mm thick cement and sand (1:3) screeded bed
to receive ceramic floor finish 1015m
2
570.00 578,550.00
--
Wall Finishings --
In-situ Finishings -
15mm thick cement and sand (1:4) smooth
rendering on:- -G Blockwall internally & Externally 3453 m
2 420.00 1,450,260.00
-
H Ditto Externally m2 -
Isolated columns m2 -
J Reveals not exceeding 300mm 1206 m 190.00 229,140.00-
Tiles Works -
K 200x200x6mm thick ceramic wall tiles (Provisional) 755 m2 2,250.00 1,698,750.00
-
L 300x150x10mm thick ditto m2 -
-
Ceiling Finishings -
UPVC ceiling strips -
Ceiling soffit 1404 m2 1,650.00 2,316,600.00
FLOOR, WALL AND CEILING FINISHINGS
Carried to Summary =N= 12,083,900.00
WIS-FAM ASS. GS/9
7/29/2019 BOQ for Otit
10/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
PAINTING AND DECORATIONS
Internal and External Works
Prepare and apply two undercoats and one
finishing coat of emulsion paint on:-
A Rendered blockwall internally & Externally. 3353 m2 410.00 1,374,730.00
e ng so m . , .-
so ate co umns m2 . , .
-
E Ditto Texcote paint to rendered blockwall externall 1980 m2 480.00 950,400.00
--
--
PAINTING AND DECORATIONS
Carried to Summary =N= 2,806,060.00
WIS-FAM ASS. GS/10
7/29/2019 BOQ for Otit
11/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
GENERAL SUMMARY
PRELIMINARIES 1,000,000.00
SUBSTRUCTURE 12,536,500.00
FRAMES 12,032,580.00
ROOF AND ROOF COVERINGS 4,750,000.00
WINDOWS 806,700.00
DOORS AND IRONMONGERY 2,478,700.00
SERVICES 3,865,000.00
FLOOR, WALL AND CEILING FINISHINGS 12,083,900.00
PAINTING AND DECORATIONS 2,806,060.00
SUB TOTAL 52,359,440.00
ADD CONTIGENCIES 674,000.00
53,033,440.00
ADD 5% VAT 2,651,672.00
CARRIED TO GENERAL SUMMARY =N= 55,685,112.00
WIS-FAM ASS. GS/11
7/29/2019 BOQ for Otit
12/24
S/N ELEMENT DESCRIPTION AMOUNT
1 PRELIMINARIES THIS INCLUDES SETTING OUT, MOBILISATION TO SITE, SITE OFFICES,
TEMPORARY ELECTRICITY, WATER FOR WORKS,OTHER
PRELIMINARIES WORKS 1,000,000.00
2 SUBSTRUCTURE AND FRAME WORK THIS INCLUDES SITE CLEARANCE, TOPSOIL CLEARANCE, TRENCH
EXCAVATION,CONCRETE WORKS IN SUBSTRUCTURE AND FRAMEWORKS 22,774,280.00
3 BLOCKS AND BRICK WORKS THIS INCLUDES BLOCKS AND BRICKS WORKS GENERALLY 2,601,500.00
4 ROOF AND ROOF COVERING
THIS INCLUDES ROOF MEMBERS/CARCAS AND ROOF COVERING 4,750,000.00
5 DOORS AND WINDOW THIS INCLUDES DOORS, ALUMINUM SLIDING WINDOW, CASEMENT
WINDOWS AND HIGH LEVEL WINDOWS 2,478,700.00
6 PLUMBING INSTALLATIONS THIS INCLUDES WATER RETICULATIONS, SANITARY FITTINGS,
WASTE AND FOUL WATER DISPOSAL, CONSTRUCTION OF SOAK
AWAY AND SEPTIC TANKS. 1,865,000.00
7 ELECTRICAL INSTALLATIONSTHIS INCLUDES CONECTION TO MAINS, DISTRIBUTION BOARDS,
LIGHT AND POWER FITTINGS AND EARTHING 2,000,000.00
8 FLOOR, WALL AND CEILING FINISHES THIS INCLUDES TILES/ TERRAZZO WORKS, AQOUSTIC CEILING
FINISHES AND WALL RENDERING. 12,083,900.009 PAINTING AND DECORATIONS THIS INCLUDES WALL PAINTING, CEILING PAINTING AND
DECORATION. 2,806,060.00
CONTIGENCIES THIS IS FOR ANY UNFORSEEN WORK THAT MIGHT ARISE DURING
THE COURSE OF THE PROJECT 674,000.00
SUB TOTAL 53,033,440.00
VAT 5% 2,651,672.00
TOTAL 55,685,112.00
BILL OF QUANTITIES FOR PROPOSED MULTIPURPOSE CONFRENCE HALL.
ELEMENTALLY BREAKDOWN OF FUND
7/29/2019 BOQ for Otit
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MUGPINL
BILL OF QUANTITIES FOR PROPOSED
ADMINISTRATIVE BUILDING.
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
SUBSTRUCTURE (ALL PROVISIONAL)
TOPSOIL
AExcavate oversite to remove vegetable top soil
avera e 150mm thick and remove from site. 341 m2
100.00 34,100.00
-
EXCAVATION -
-
BExcavate trenches for ground beam starting from
reduced level and not exceeding 1.00m depth. 85 m3
280.00 23,800.00
-
C Ditto column pit 3 m3 280.00 840.00
DISPOSAL -
-D Remove surplus excavated materials from site 50 m
3 250.00 12,500.00
-
BACKFILLING -
-
E Backfill around foundations with selected 35 m3 250.00 8,750.00
-
SURFACE TREATMENT -
-
F Level and Compact bottom of excavated trench to 95 m2 100.00 9,500.00
-
--
Earthwork su ort to both sides of excavated m2 60.00 14,820.00
-
LATERITE FILLING -
G
Imported and approved laterite filling in making up
levels under floors well compacted and
consolidated( 300mm thick)
80 m3 950.00 76,000.00
-
HARDCORE FILLING -
H150mm thick bed of hardcore filling, deposited,
spread, levelled and consilidated to receive40 m2 1,000.00 40,000.00
-CONCRETEWORK -
-
Plain in-situ concrete (1:10) in:- -
-
J 50mm thick blinding 91 m2 1,050.00 95,550.00
Carried to Collection =N= 315,860.00
WIS-FAM ASS. GS/1
7/29/2019 BOQ for Otit
14/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
CONCRETEWORK
Plain in-situ concrete (1:3:6-38mm aggregate) in:-
A Foundation 22 m3 23,500.00 517,000.00
B column bases 3 23,500.00 70,500.00
Vibrated reinfoced in-situ concrete (1:2:4-19mm
aggregate filled into formwork and well packed
around reinforcement (both measured separately)-
C Stater Columns 5 m3 25,500.00 127,500.00
-
D 150mm thick floor slab 51 m3 25,500.00 1,300,500.00
-
E Steps 1 m3 25,500.00 25,500.00
-Reinforcement (All provisional) -
-
High tensile steel bar reinforcement to BS 1449
purchased in standard lengths; cut and bent on
site including provision for tying wire, distance
blocks and ordinary spacers
-
-
F 10-16mm diameter in starter columns 421 Kg 270.00 113,670.00
G BRC mesh 330 m2 600.00 198,000.00
Formwork to:-
H To the vertical sides of starter columns 6 m2 900.00 5,400.00
-
J Edge of bed not exceeding 250mm wide 12 m 300.00 3,600.00
Sides of column bases 1 m2 900.00 900.00
K Risers of steps; 175mm high m 220.00 -
L225mm sandcrete hollow blockwall filled solid with
weak concrete 112m
2 2,950.00 330,400.00
-
Carried to Collection 2,692,970.00
COLLECTION
PAGE NO. 1 315,860.00
PAGE NO. 2 2,692,970.00
SUBSTRUCTURE
Carried to Summary 3,008,830.00
WIS-FAM ASS. GS/2
7/29/2019 BOQ for Otit
15/24
MUGPINL
WIS-FAM ASS. GS/3
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MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
FRAMES
CONCRETEWORK
Vibrated reinfoced in-situ concrete (1:2:4-19mmaggregate filled into formwork and well packed
around reinforcement (both measured separately)
A Columns 1 m3 25,500.00 25,500.00
B Beams 18 m3
25,500.00 459,000.00
C Slab 51 m3 25,500.00 1,300,500.00
D Stair case 3 m3 25,500.00 76,500.00
REINFORCEMENT
High tensile steel bar reinforcement to BS 1449
purchased in standard lengths; cut and bent on
site including provision for tying wire, distance
blocks and ordinary spacers
E 10-16mm diameter in columns 45 Kg 290.00 13,050.00
F Ditto beams 1270 Kg 290.00 368,300.00
G Ditto in slab 2127 Kg 290.00 616,830.00
H Ditto in stair case 1120 Kg 290.00 324,800.00
-
-SAWN FORMWORK TO: -
-
J Vertical sides of columns 30 m2 900.00 27,000.00
K Sides and soffit of beams 162 m2 900.00 145,800.00
L Slab soffit 330 m2 900.00 297,000.00
M Stair case 780 m2 900.00 702,000.00
BLOCKWORK -
-
Hollow sandcrete blockwork bedded and jointed in
cement and sand (1:6) -
P 225mm wall 465 m2 2,150.00 999,750.00Vibrated reinfoced in-situ concrete (1:2:4-19mm
aggregate filled into formwork and well packed
around reinforcement (both measured separately)
Q Lintel 3 m3 25,500.00 76,500.00
FRAMES -
Carried to Summary 5,432,530.00
WIS-FAM ASS. GS/4
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17/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
UPPER FLOOR
CONCRETEWORK
Vibrated reinfoced in-situ concrete (1:2:4-19mm
aggregate filled into formwork and well packed
around reinforcement (both measured separately)
A Columns 1 m3 25,500.00 25,500.00
B Roof Beams 18 m3 25,500.00 459,000.00
REINFORCEMENT
High tensile steel bar reinforcement to BS 1449
purchased in standard lengths; cut and bent on
site including provision for tying wire, distance
blocks and ordinary spacers
E 10-16mm diameter in columns 45 Kg 290.00 13,050.00
F Ditto Roofbeams 1270 Kg 290.00 368,300.00
-
-
SAWN FORMWORK TO: -
-
J Vertical sides of columns 30 m2 900.00 27,000.00
K Sides and soffit of beams 162 m2 900.00 145,800.00
L
M
BLOCKWORK -
-
Hollow sandcrete blockwork bedded and jointed in
cement and sand (1:6) -
P 225mm wall 465 m2 2,150.00 999,750.00
Vibrated reinfoced in-situ concrete (1:2:4-19mmaggregate filled into formwork and well packed
around reinforcement (both measured separately)
Q Lintel 3 m3 25,500.00 76,500.00
FRAMES -
Carried to Summary 2,114,900.00
WIS-FAM ASS. GS/5
7/29/2019 BOQ for Otit
18/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNTROOF AND ROOF COVERINGS
0.55mm guage long span colour coated aluminum
roofing sheet laid on steel trusses
A in covering 450 m2 2,500.00 1,125,000.00
--
Roof Trusses -
BAllow for prime cost sum of N850,000.00 for
construction and fabrication of steel trussesm
850,000.00 850,000.00
C m -
D m -
E m -
F m -
G m -
H
ROOF
Carried to summary 1,975,000.00
WIS-FAM ASS. GS/6
7/29/2019 BOQ for Otit
19/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
WINDOWS
Aluminium Windows
Factory pre-glazed bronze anodised aluminiumwindows complete with mosquitoe netting; tinted
coloured glass complete with all ironmongery
A Window size 2400x 1200mm high 7 Nr 21,500.00 150,500.00
-
B Window size 1800 x 1200mm high 10 Nr 18,600.00 186,000.00
-
C window size 1500 x 1200mm high 1 Nr 14,200.00 14,200.00
-
D Window size 1000 x 1200mm high 7 Nr 12,000.00 84,000.00
E window size 890 x 600mm high
F window size 4100 x 2100 high (casement window)
WINDOWS
Carried to Summary =N= 434,700.00
WIS-FAM ASS. GS/7
7/29/2019 BOQ for Otit
20/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
DOORS AND IRONMONGERY
JOINERY
Timber Doorsimported doors to Architects specification
A Size 1200mm x 2100mm high 12 Nr 100,000.00 1,200,000.00
-
B Ditto size 900mm x 2100mm high 4 Nr 75,000.00 300,000.00
-C Ditto size 1970 x 2100mm high
D Ditto size 750 x 2100mm high
E Ditto size 1000x 2100mm high
Ironmongeries -Supply and fix the following "UNION" or equal and
approved ironmongeries to positions-
-
E Pair 100mm brass butt hinges 16 Pairs 300.00 4,800.00
-
F Mortice lock and set of lever handle furniture 16 Nr 4,500.00 72,000.00
-
-
-
DOORS AND IRONMOGERY
Carried to Summary =N= 1,576,800.00
WIS-FAM ASS. GS/8
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21/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
SERVICES
PLUMBING INSTALLATIONS -
A
Allow a Provisional Sum of =N=1,500,000.00 (Two
Million Five Hundred Thousand Naira Only) for
mechanical installations sum 1,500,000.00
-
B Allow provisional sum for builder"s work sum 35,000.00
ELECTRICAL INSTALLATIONS
C
Allow a Provisional Sum of =N=1,500,000.00
(Three Million Five Hundred Thousand Naira Only)
for Electrical Installation Works to be executed bya nominated subcontractor Sum 1,500,000.00
SERVICES
Carried to Summary =N= 3,035,000.00
WIS-FAM ASS. GS/9
7/29/2019 BOQ for Otit
22/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
FLOOR, WALL AND CEILING FINISHINGS
Internal Works
Floor Finishing
Tiles, slab and block finishings
Supply and Vitrifies floor Tiles,slab and other associated works.
A On Floor 0
B 450x450x10mm thick vitrified tiles 440 m2 3,150.00 1386000
-
D 300x300mm unglazed ceramic tiles (Provisional) m2 2,600.00 -
-
E 100mm high polished wood skirting 179 m 470.00 84,130.00
Beds and Backings -
F42mm thick cement and sand (1:3) screeded bed
to receive ceramic floor finish 440m
2
570.00 250,800.00
--
Wall Finishings --
In-situ Finishings -
15mm thick cement and sand (1:4) smooth
rendering on:- -
G Blockwall internally & Externally 930 m2 420.00 390,600.00
-
H Ditto Externally m2 -
Isolated columns m2 -
J Reveals not exceeding 300mm 175 m 190.00 33,250.00-
Tiles Works -
K 200x200x6mm thick ceramic wall tiles (Provisional) 200 m2 2,250.00 450,000.00
-
L 300x150x10mm thick ditto m2 -
-
Ceiling Finishings -
UPVC ceiling strips -
Ceiling soffit 460 m2 1,650.00 759,000.00
FLOOR, WALL AND CEILING FINISHINGS
Carried to Summary =N= 3,353,780.00
WIS-FAM ASS. GS/10
7/29/2019 BOQ for Otit
23/24
MUGPINL
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
PAINTING AND DECORATIONS
Internal and External Works
Prepare and apply two undercoats and one
finishing coat of emulsion paint on:-
A Rendered blockwall internally. 930 m2 410.00 381,300.00
e ng so t m2 . , .
-so ate co umns m . , .
-
E Ditto Texcote paint to rendered blockwall externally. 316 m2 480.00 151,680.00
- -
--
PAINTING AND DECORATIONS
Carried to Summary =N= 723,630.00
WIS-FAM ASS. GS/11
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24/24