S/N DESCRIPTION QTY UNIT RATE(N) JOS NORTH L.G.A, PLATEAU STATE. ELEMENT No.1 DEMOLITION/ALTERATION A Item Walls and floors B Item C Item Roof D Item E Ditto timber roof carcass( Kingposts and struts) F ELEMENT NO.1 DEMOLITION/ALTERATION SCHEDULE Carried to Summary ELEMENT No.2 SUBSTRUCTURE PROPOSED REHABILITATION OF DOCTORS QUARTERS BINGHAM UNIVERSITY TEACHING HOSPITAL Electrical installation Allow for the careful dismantling and removal of existing electrical installation to include cabling, other accessories, etc Allow for demolition of wall areas and stack debris as may be directed. Allow for hacking out all cracked areas on walls and make good as directed Carefully remove existing but deteriorated Zinc roofing sheet including stagnant and stack materials where directed (Approx. area Ditto hard board ceiling complete with timber batten.
Transcript
S/N DESCRIPTION QTY UNIT RATE(N) AMOUNT(N)
JOS NORTH L.G.A, PLATEAU STATE.
ELEMENT No.1DEMOLITION/ALTERATION
A Item 20,000.00
Walls and floors
B Item 112,000.00
C Item 30,000.00
Roof
D Item 15,000.00
E Ditto timber roof carcass( Kingposts and struts) 25,000.00
F Ditto hard board ceiling complete with timber batten. 20,000.00
ELEMENT NO.1 DEMOLITION/ALTERATION SCHEDULECarried to Summary 222,000.00
ELEMENT No.2SUBSTRUCTURE
PROPOSED REHABILITATION OF DOCTORS QUARTERS BINGHAM UNIVERSITY TEACHING HOSPITAL
Electrical installation
Allow for the careful dismantling and removal of existing electrical installation to include cabling, other accessories, etc and stack where directed.
Allow for demolition of wall areas and stack debris as may be directed.
Allow for hacking out all cracked areas on walls and make good as directed
Carefully remove existing but deteriorated Zinc roofing sheet including stagnant and stack materials where directed (Approx. area 284 sq.m).
A
142 350.00 49,700.00
Earth backfill
B
100 80.00 8,000.00
Disposal
C Remove surplus excavated material from site 42 120.00 5,040.00
Excavate Column pits starting from stripped level maximum depth not exceeding 1.50m deep. m3
Backfill previously excavated materials around Column pit and compact in layers not exceeding 300mm thick
m3
m3
Level and compact bottom of excavation to receive concrete in foundation m2
Dieldrex 20, or other approved anti-termite chemical treatment to bottom and sides of excavation
m2
Reinforced insitu concrete (1:2:4-20mm aggregate) cast and well vibrated developing minimum 21 N/sq.m works strength at 28 days in.
High yield reinforcement bar to BS 4449 in straight and bent position, secured together with tying wire in column bases and stud columns and ground beams in.
High quality hollow Sandcrete block,bedded and jointed in cement and sand(1;6) laid in stretcher bond
m2
Reinforced,vibrated Insitu Concrete ,grade 21;developing minimum 21N/mm2 work strength in 28days
m3
C Beams 6 21,000.00 126,000.00
Sawn formwork to:
D Sides of Columns 132 480.00 63,360.00
Sides and soffits of Beams 52 480.00 24,960.00
Reinforcement
E 12mm diameter bars 330 kg 180.00 59,400.00
F 8mm diameter bars as stirrups 174 kg 180.00 31,320.00
ELEMENT NO.3Walls Carried to Summary N 545,040.00
ELEMENT NO.4ROOF
Carpentry/Timber Framing
A 50 x 50mm kingpost 36 m 120.00 4,320.00
B 50 x 100mm struts 67 m 300.00 20,100.00
D 50 x 100mm Tie beam 82 m 300.00 24,600.00
E 50 x 50mm purlins 57 m 230.00 13,110.00
H 25mm wide batten 304 m 70.00 21,280.00
m3
m2
m2
High yield steel bars to comply with BS 4449 in lintels
Sawn hardwood roof carcass ;pitched,treated with solignum,nailed In scarfed joint;members fixed together with galvanised nails of appropriate specifications
Roof Covering
Corrugated Roofing Sheets
J
K
363 1,100.00 399,300.00
L Ridge capping 600mm girth 40 m 1,200.00 48,000.00
ELEMENT NO.4Roof carried to Summary N 530,710.00
ELEMENT NO.5WALL FINISHES
Internal walls
Rendering
A Walls,over 300mm girth 303 450.00 136,350.00
B surfaces not exceeding 300mm girth 154 m 135.00 20,790.00
Painting
C Rendered Walls 303 250.00 75,750.00
D Surfaces not exceeding 300mm girth 154 m 75.00 11,550.00
Corrugated roofing sheets and accessories,fixed in accordance with manufacturer's instructions ,fixed to purlins (measured separately)
Roofing in various lengths laid to slope not exceeding 30 degrees from horizontal
m2
15mm thick cement and sand (1:4) rendering,finished fair and smooth, to:
m2
Prepare and apply two finishing coats of emulsion paint on:
m2
External walls
Rendering
E Walls 289 450.00 130,050.00
F surfaces not exceeding 300mm girth 101 m 135.00 13,635.00
Painting
Prepare and apply Emulsion paint on:
G Rendered Walls 289 250.00 72,250.00
H Surfaces not exceeding 300mm girth 101 m 75.00 7,575.00
ELEMENT NO.5Wall Finishes carried to Summary N 467,950.00
ELEMENT NO.6FLOOR FINISHES
Beds
A
56 900.00 50,400.00
ELEMENT NO.6 Floor Finishes Carried to summary N 50,400.00
ELEMENT NO.7CEILING FINISHES
Painting
15mm thick cement and sand (1:4) rendering,finished fair and smooth, to:
m2
m2
25mm thick cement and sand(1:3) screeded bed (columns area) m2
Prepare and apply Emulsion paint on:
A Ceiling 354 250.00 88,500.00
ELEMENT NO.7 Ceiling Finishes Carried to summary N 88,500.00
DEMOLITION/ALTERATION N 222,000.00
SUBSTRUCTURE N 629,945.00
WALLS (BLOCKWORK) N 515,040.00
ROOF N 530,710.00
WALL FINISHES N 467,950.00
FLOOR FINISHES N 50,400.00
CEILING FINISHES N 88,500.00
2,504,545.00
PRELIMINARIES 25,000.00SUB-TOTAL 2,529,545.00ADD:
TOTAL N 2,529,545
m2
PROPOSED REHABILITATION OF DOCTORS QUARTERS BINGHAM UNIVERSITY TEACHING HOSPITAL
