BILL OF QUANTITIES At Kipsoen Vtc ITEM DESCRIPTION … of Quantities.pdfBILL OF QUANTITIES Proposed...

BILL OF QUANTITIES Proposed Construction of Hostels

At Kipsoen Vtc

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

1NO. BLOCK OF 80NO. BED DORMITORY

BILL N0. 1

SUBSTRUCTURES ( PROVISIONAL ) EXCAVATION AND EARTHWORKS

Site clearance

A All bushes, shrubs and undergrowth,

grub up roots and burn all the arisings. m2 428 #VALUE!

Excavations in earth

Normal ; to remove vegetable soil ;

starting from ground level

B Average 150mm deep m2 428 80 34,240.00

Normal ; to reduce levels ;

C 150mm deep m2 428 60 25,680.00

Normal ; to receive foundations or

bases ; starting from stripped level

D Not exceeding 1.5M deep m3 389 226 87,914.00

E.O

Excavations in hard rock

E Exceeding 1.5M but not exceeding 3.0M deep m3 4 1027 4,108.00

Planking and strutting

F Allow for maintaining and supporting

sides of excavations and for keeping

the same free from fallen materials, rubbish Item 10000 10,000.00

Keeping excavations free of water

Carried to collection #VALUE!

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A Allow for keeping excavations free of all

water and mud by pumping, bailing or

other approved means Item 30,000.00

DISPOSAL

Excavated materials

B Return, fill and ram m3 307 103 31,621.00

C Load, wheel and deposit on site as

directed m3 172 100 17,200.00

FILLING

Hardcore ; making up levels

D 250mm Thick, depositing and

compacting in layers 125mm thick m2 303 180 54,540.00

Murram

Blinding surfaces of hardcore

E 50mm Thick m2 303 120 36,360.00

ANTI-TERMITE TREATMENT

Applying ''Termidor'' or other approved

insecticide with ten-year guarantee as per

manufacturer's written instructions

F To murram surfaces and tops of foundation wallsm2 303 78 23,634.00

CONCRETE WORKS

Insitu Concrete ; plain

Normal ; mass concrete 1:4:8

Blinding

G 50mm Thick m2 130 300 39,000.00

Insitu ; Concrete ; Reinforced

Carried to collection 232,355.00

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Normal ; Concrete 1:2:4 ; Vibrated

Foundation in trenches

A Irrespective of thickness m3 26 8000 208,000.00

Beds -

B 100mm Thick surface bed m2 302 780 235,560.00

-

E.O -

-

D Surface bed for 200 x avg 100mm

thicknessing in slab ; forming sinking

in hardcore ; polythene profile dressing m 26 108 2,808.00

REINFORCEMENT

Bars ; m.s ; high yield ; cold worked ;

B.S. 4461 ; Including bends, hooks, tying

wire, distance blocks and spacers

In any location

-

E 8mm Diameter kg 1600 49 78,400.00

-

F 10mm Diameter kg 600 70 42,000.00

-

Fabric B.S 4483 -

Reference A142 ; 200 x 200mm ; wgt 2.22Kgs/m2 -

( measured net no allowance made for laps ) ; -

including bends, tying wire and distance blocks -

G In any location m2 302 450 135,900.00

FORMWORK -

Edges of slab -

H 75 - 150mm Wide m 99 210 20,790.00


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ITEM DESCRIPTION UNIT QTY RATE AMOUNTSides

A Columns ; vertical m2 87 360 31,320.00

-

WALLING -

Natural Stonework -

-

Approved local stone ; roughly -

squared ; bedding and in jointing -

cement sand mortar (1:3 ) -

-

Walls -

-

B 200mm Thick m2 282 800 225,600.00

-

DPC -

B.S 743 ; Type "A" bitumen hessian 150mm - laps ; ( no allowance made for laps ) -

Horizontal ; 1NO of layer -

C 100mm Wide ditto m 26 670 17,420.00

-

D 200mm Wide ditto m 217 800 173,600.00

-

D.P.M -

-

Polythene ; 500G ; 150mm laps -

( measured nett - allow for laps ) -

-

Horizontal ; 1NO of layer -

-

E Over 300mm wide m2 303 140 42,420.00

PLINTH -

Render -

-

25mm Thick ; 1NO coatwork to -

concrete base or masonry surface -

-

F Concrete or masonry walling m2 39 4000 156,000.00

-


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Three coats ; black bituminous paint to

A Rendered surfaces m2 39 240 9,360.00

CONCRETE WORKS

Precast concrete

Normal concrete 1:2:4 ; vibrated ;

surface fair finished

Paving slab

C 600 x 600 x 50mm Thick on and

including 50mm sand bed and 100mm

thick compacted hardcore sub-base to fall, jointing and pointing in cement sand

mortar (1:3) and compaction m2 119 4000 476,000.00


COLLECTION

P/1 #VALUE!

P/2 232,355.00

P/3 723,458.00

P/4

485,360.00

From above

TOTAL CARRIED TO SUMMARY #VALUE!

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BILL N0. 3

WALLING

MACHINE DRESSED NATURAL STONEWORK

Approved local stone ; fine chissel dressed

all sides ; reinfoced with 25x3mm thick hoop

iron G500 in every alternate course ; bedding

and jointing in cement sand mortar (1:3 )

EXTERNAL WALLS

A 200mm Thick m2 223 800 178,400.00

-

B Ditto gable m2 14 1000 14,000.00

-

C Raking cutting 200mm thick stone -

walling for slope m 18 80 1,440.00

-

D Eaves filling ; 200mm thick ; 300mm extreme heightm 99 120 11,880.00

-

INTERNAL WALLS -

-

E 100mm Thick m2 68 780 53,040.00

-

F 200mm Thick m2 248 800 198,400.00

-

TOTAL CARRIED TO SUMMARY 457,160.00

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ITEM DESCRIPTION UNIT QTY RATE AMOUNTBILL NO. 4

ROOF COVERING ROOF CONSTRUCTION

Structural timbers ; sawn cypress ;

pressure impregnated

The following in 6NO. double pitch trusses ;

8100mm clear span ; including hoisting and

fixing in position approx. 3000mm above

ground floor ; including all necessary jointing

Rafters

A 150 x 50mm m 174 200 34,800.00

-

Tie beam -

-

B 150 x 50mm m 165 200 33,000.00

-

King post -

-

C 150 x 50mm m 27 200 5,400.00

-

Struts / ties -

-

D 100 x 50mm m 216 180 38,880.00

-

Collar splices -

-

F 100 x 50mm m 8 200 1,600.00

Common rafters, wall plates etc. -

Wall plate -

Secured with and including 12mm diameter -

m.s anchor bolt 300mm long at 900mm centres -

cast in concrete ring beam ( m/s ) -

G 100 x 50 mm m 103 180 18,540.00

Ridge board -


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ITEM DESCRIPTION UNIT QTY RATE AMOUNTA 200 x 50mm m 42 220 9,240.00

Under purlins -

B 150 x 50mm m 337 200 67,400.00

ROOF COVERING -

CORRUGARED OR TROUGHED SHEET ROOFING -

IT-5 Sheets ; G28 ; Pre-painted ; fixed -

to timber purlins ( m/s ) -

C Not exceeding 45 degrees from -

horizontal m2 357 1100 392,700.00

Accessories -

D Cappings to ridges m 42 140 5,880.00

E Raking cutting IT-5 sheets m 34 120 4,080.00

Eaves -

Wrot cypress -

-

Brandering -

-

F 50 x 50mm m 198 140 27,720.00

-

G Ditto ; plugged m 99 140 13,860.00

Slutting -

-

H

25 x 25 mm Thick nailed to brandering (m/s)

at 75mm c/c m2 79 100 7,900.00

- I Coffee tray tacked to timber at eaves m2 79 329 25,991.00

-

Fascia or barge board -

-

J 250 x 25mm m 83 240 19,920.00

-

RAINWATER INSTALLATIONS -

-


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Gutterwork ; G24 ; m.s ; purpose made ; box profile ;

Gutters ; soldered joint in running length ;

fixing with metal brackets at 900mm centres

A 150 x 100mm m 82 420 34,440.00

E.O -

B Blocked ends with outlet for 75mm pipe -

100mm long no 8 350 2,800.00

C 90 Degrees bend no 8 350 2,800.00

-

Down pipe ; G26 ; m.s ; purpose made ; box profile -

-

Pipework ; soldered joint in running -

length ; fixing with metal brackets at 900mm -

centres background requiring plugging -

-

D 100mm Diameter m 22 350 7,700.00

-

E.O -

-

E Swan neck ; 1200mm long no 8 350 2,800.00

-

F Horse shoe ; 500mm long no 8 180 1,440.00

-

PAINTING AND DECORATING -

-

One undercoat ; three coats gloss finish -

oil paint ; to "Crown Solo" paints or -

equal and approved -

wood surfaces -

-

G 200 - 300mm Girth m 83 250 20,750.00

-

H Over 300mm Girth m2 79 250 19,750.00

-

metal surfaces -

-

I Over 300mm Girth m2 32 280 8,960.00

-

-


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A Large pipes m2 12 1200 14,400.00

Carried to Collection 14,400.00

COLLECTION

P/8 97,420.00

P/10 101,440.00

From above 14,400.00


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BILL N0. 5

FINISHES

FLOORS

Bedding screed ; cement and sand ( 1:3 ) ;

40mm Thick ; 1NO coatbed ; steel trowelled ;

smooth to concrete base ( m/s ) ; generally to

A Floors ; level ; internal m2 303 480 145,440.00

-

B Ramps ; sloping ; external m2 3 650 1,950.00

-

C Skirting ; 100 x 20mm ; rounded top and -

coved at junction with floor m 330 90 29,700.00

-

INTERNAL WALL -

-

Plaster ; 12mm first coat of cement -

sand ( 1:4 ) ; 3-5mm second coat of -

cement grout (1:10) ; steel trowelled -

D Concrete or stone walls m2 869 320 278,080.00

Plaster moulding ; 12mm first coat of cement -

sand ( 1:3 ) ; 3-5mm second coat of cement -

grout ; including chalk groove ; steel trowelled -

F 75 x 175mm High ; chamfered m 5 400 2,000.00

PAINTING AND DECORATING

Three coats silk vinyl paint ; to "Crown

Solo" paints or equal and approved

Plastered surfaces

G Over 300mm girth m2 869 210 182,490.00


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ITEM DESCRIPTION UNIT QTY RATE AMOUNTThree coats blackboard paint ; to "Crown

Solo" paints or equal and approved

A Over 300mm girth m2 5 230 1,150.00

EXTERNAL WALL -

B Neat recessed keying ; horizontal ; in -

10mm diameter rod in cement and sand -

mortar (1:3) to external walling m2 237 220 52,140.00

-

15mm (minimum) Two coat lime plaster, -

with wood floated finish, as described to :- -

-

C Masonry or beams m2 181 230 41,630.00


-

Three coats silk vinyl paint ; to "Crown -

Solo" paints or equal and approved -

-

Plastered surfaces -

-

D Over 300mm girth m2 245 230 56,350.00

-

CEILING -

-

Ceiling ; internal -

-

Celotex soft boards ; -

-

E 12mm Thick ; set to symmetrical -

pattern with 'V' joints ; fixed to -

branderings with clout headed nails m2 303 400 121,200.00

-

Cornice -

-

F 100 x 25mm Thick ; concave -

moulding ; plugged m 356 33 11,748.00

-

Cypress ; clecured


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ITEM DESCRIPTION UNIT QTY RATE AMOUNTBrandering

A 50 x 50mm m 566 100 56,600.00

B Ditto ; plugged m 238 100 23,800.00

E.O -

Access trap door -

B Size 600 x 600mm ; comprising sawn cypress -

100 x 50mm joists between tie beams ; -

75 x 50mm frame all around ; 12mm -

softboard panel fixed on top of frame with clout -

nails and all other necessary accessories no 4 450 1,800.00

-


-

Two coats Aluminium primer ; to "Crown -


-

C 100 - 200mm Girth m 594 390 231,660.00

- Three coats matt vinyl paint ; to "Crown -


-

Celotex surfaces -

-

D 100 - 200mm Girth m 356 260 92,560.00

-

E Over 300mm girth m2 303 260 78,780.00

-

-

Carried to Collection 485,200.00

COLLECTION

P/12 639,660.00

P/13 284,218.00

From above 485,200.00

TOTAL CARRIED TO SUMMARY 1,409,078.00

-

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ITEM DESCRIPTION UNIT QTY RATE AMOUNT-

BILL N0. 6 -

-

WINDOWS -

- Bull-nosed burnt clay ; surface fair -

finished on all exposed surfaces ; -

including hoisting, placing in position, -

bedding, jointing and pointing in -

pigmented cement sand (1:3) mortar -

-

A 150 x 25mm Cill m 57 360 20,520.00

-

Ceramic tiles ; "Saj" quality or equal -

and approved ; colored ; glazed ; to -

regular pattern, bedding and jointing -

in cement sand ( 1:3 ) mortar ; -

grouting with matching colored cement -

-

200 x 250 x 6mm, butt joints straight -

both ways ; to cement sand screed -

bedding ( m/s ) generally to ; -

-

B Cills ; 150mm girth ; internal m 57 400 22,800.00

-

Wrot mahogany -

-

C 150mm x 25mm Thick board ; bull-nosed -

edges ; 25 x 25mm bearer ; plugged, -

countersinking and flush pelleting m 57 340 19,380.00

-

D 15 x 15mm Quadrant bead m 57 330 18,810.00

-

METALWORK -

-

Purpose made units -

Mild Steel ; KS 02-18 neat cut and welded ; -

all welds ground smooth and to even surfaces -

81,510.00

Carried to collection

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ITEM DESCRIPTION UNIT QTY RATE AMOUNTCasement windows ; standard metal casement

sections comprising of ; standard "Z" section

framing, transomes, mullions, permanent

ventillators, comprising T-bars, gauze and

16G sheet metal hood, 25x3mm flats at

150mm c/c both ways, all coupling mullions

etc; complete with bronze handles, peg

stays and all other necessary

ironmongery ; one coat red primer by

manufacturer ;

Steel ; for glazing with putty ; cutting and pinning

lugs to concrete or masonry jambs, head and cill ;

bedding in cement sand (1:3) mortar ; pointing

all round frames easing, oiling, and adjusting

opening lights on completion

A Window overall size 1800 x 1800mm

high ; 2NO. Middle-hung openable light

size 900 x 900mm high no 14 4500 63,000.00

-

B Window overall size 900 x 900mm -

high ; 1NO. Middle-hung openable light -

size 900 x 900mm high no 10 2500 25,000.00

-

PELMET BOXES -

-

Wrot cypress -

C 150 x 25mm Front and top ; 150 x 25mm -

boxed ends 100mm long ; 50 x 25mm -

bearer plugged (11no.) m 57 120 6,840.00

Ironmongery -

Curtain tracts ; accessories

D Aluminium plated I-section ; fixing with

brackets at 150mm c/c ; screwing to

timber ; one runner per 75mm of track ; 4 end tops per set twice bent to overlap at

centre ( ----no ) m 57 280 15,960.00

GLAZING


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Glass in openings

Sheet ; clear

4mm Thick ; to metal with putty

A 0.10 - 0.50 SM m2 75 120 9,000.00

-

Sheet ; obscured -

-

4mm Thick ; to metal with putty -

-

B 0.10 - 0.50 SM m2 8 100 800.00

-


-

Three coats gloss finish oil paint ; to "Crown -


-

metal surfaces -

-

C Over 300mm Girth m2 166 230 38,180.00

-

One coat Aluminium wood primer ; to -

"Crown Solo" paints or equal and approved -

-

D Back of wood girth 200 - 300mm m 57 260 14,820.00

-

One undercoat ; two coat Polyurathane -

varnish finish ; to "Crown Solo" paints -

or equal and approved -

-

wood surfaces -

-

E 0 - 100mm Girth m 57 230 13,110.00

-

F 200 - 300mm Girth m 57 230 13,110.00

-


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COLLECTION

P/15 81,510.00

P/16 110,800.00

P/17 89,020.00


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ITEM DESCRIPTION UNIT QTY RATE AMOUNTBILL NO. 7

DOORS METALWORK

Purpose made units

Mild Steel ; KS 02-18 neat cut and welded ; all

welds ground smooth and to even surfaces

Steel lugs ; to two jambs, cutting and pinning

to stonework in cement sand (1:3) mortar

Metal door ; comprising of 50 x 50 x 3.0mm SHS

stiles, top, middle and bottom rails ; G16 patterned

sheet panel facing welded to 25 x 25 x 2.0mm angle

frames (m/s) ; panels infilled with glazing (m/s) one

coat red oxide primer by manufacturer ; long type

4-lever "Union" steel lock (m/s), D-handles (m/s),

etc ; 150mm tower bolt, catches and all other

necessary accessories

A Single leaf door overall size 900 x 2400mm

high to Architect's detail no 1 10500 10,500.00

B Double leaf door overall size 1500 x 2400mm

high to Architect's detail no 2 5000 10,000.00

JOINERY

Flush doors ; BS 459 part 2

Semi-solid core ; 6mm thick internal

quality plywood facing both sides ;

hardwood lipping all edges

C Single door ; 45mm thick ; size

840 x 2060mm high no 4 3500 14,000.00

D Ditto size 1590 x 2060mm high with -

1NO. 300 x 900mm fanlight ; glass -

infilled ; beading all round no 4 300 1,200.00


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Wrot cypress

Frames

-

Quadrant -

-

B 25mm m 57 220 12,540.00

Architrave -

C 50 x 25mm ; Once splayed ; once moulded m 57 250 14,250.00

IRONMONGERY -

Supply and fix the following ironmongery -

with screws to match ( Ref. is to Union -

Catalogue or other equal and approved ) -

To softwood or the like with matching screws -

Brass -

D

3-Lever rebated mortise lock as complete

with lever furniture no 4 3500 14,000.00

E 100mm Butt hinges Prs 12 70 840.00

F Indicator bolt no 10 200 2,000.00

G 300mm Pad bolt no 3 150 450.00

-

To metalwork or the like with matching screws -

-

Brass -

-

H

4-Lever steel door lock as complete with

lever furniture no 5 7000 35,000.00

-

I 300mm Diameter D-handle no 5 4000 20,000.00

-

To concrete or stonework ; fixing -

with bolts ; plugging -


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A Rubber door stop fixed to concrete floor

or masonry walling with and including

38mm rawl bolt no 16 90 1,440.00

-


-

One coat Aluminium wood primer ; to -

"Crown Solo" paints or equal and approved -

-

B Back of wood girth 100 - 200mm m 57 250 14,250.00

-

One undercoat ; two coats gloss finish oil paint ; -

to "Crown Solo" paints or equal and approved -

-

Wood surfaces -

-

C 0 - 100mm Girth m 114 210 23,940.00

-

D 100 - 200mm Girth m 57 230 13,110.00

-

E Over 300mm Girth m2 42 230 9,660.00

-

Metal surfaces -

-

F Over 300mm Girth m2 30 280 8,400.00

-

-


COLLECTION

P/18 35,700.00

P/19 99,080.00

P/20 70,800.00


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BILL NO. 8

BUILDER'S WORK (PROVISIONAL)

Builder's Work in Connection with Plumbing

and Drainage Installations

Labour and Materials

Chasing vertically or horizontally

For small pipe ; make good

A In masonry or concrete block walling m 27 80 2,160.00

-

For large pipe ; make good -

-

B In masonry or concrete block walling m 10 390 3,900.00

-

Leaving or perforating hole ; make good -

-

Through 100mmm thick walling for ; -

-

C Small pipe no 10 290 2,900.00

-

Through 200mmm thick walling for ; -

-

D Small pipe no 5 250 1,250.00

-

E Large pipe no 5 390 1,950.00

-

Through 100mmm thick reinforced concrete -

worktop for ; make good -

-

F 425mm wide for WHB no 6 1000 6,000.00

-

MANHOLES -


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Consisting of 150mm thick concrete (1:3:6) bed,

100mm concrete block or masonry walls bedded

in cement sand mortar 1:4 ; 100mm thick

concrete (1:2:4) suspended cover slab ; Y8

reinforcement at 20mm c/c both ways ; concrete

(1:3:6) benching and channelling for pipe ;

600 x 450mm heavy duty cast iron cover and

frame ; standard double sealed ; 15mm cement

and sand 1:4 rendering internally ; hand holes

and frame ; step irons at 300mm c/c ; including

all necessary excavations, formwork,

approved filling and cart away

A 800 x 1000 Internal dimensions ; 1500mm ave.

depth to invert, no 3 1800 5,400.00

Labour and Materials -

B

Building in ends of 100mm diameter pipes to

manhole no 3 1500 4,500.00

C Ditto 150mm diameter ditto no 3 1500 4,500.00

Builder's Work in Connection with Electrical -

Installations -

Cut away for and make good after Electrical

installing a concealed conduct system to the

following points including cutting or leaving

all holes, mortices, sinkings, in the structure

and its finishes and for all making good

therewith. -

D Lighting point with associated switch point no 30 120 3,600.00

-

E External security light fittings with ditto no 4 120 480.00

F Single socket outlet point no 4 150 600.00

G Twin socket outlet point no 5 150 750.00

H DP switch outlet point no 4 180 720.00

-

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A Consumer unit no 1 1,000.00

B Meter board no 1 1,000.00

MANHOLES

Consisting of 150mm thick concrete (1:3:6) bed,

100mm concrete block or masonry walls bedded

in cement sand mortar (1:4) ; 100mm thick

concrete (1:2:4) suspended cover slab ; Y8

reinforcement at 20mm c/c both ways ;

concrete (1:3:6) benching (1:3:6) reinforced concrete (1:2:4) cover

with

BRC A142 mesh. ; 15mm cement and sand

(1:4) rendering internally ; including

all necessary excavations, formwork,

approved filling and cart away

C 450 x 450 x 600mm Deep power and telecom

manhole no 1 1,200.00


COLLECTION

P/21 205,580.00

P/22 18,160.00

P/23 20,550.00

From above 3,200.00


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ELEMENTS

1 SUBSTRUCTURES #VALUE!

2 WALLING 457,160.00

3 ROOF CONSTRUCTION 213,260.00

4 FINISHES 1,409,078.00

5 WINDOWS 281,330.00

6 DOORS 205,580.00

7 BUILDER'S WORKS 247,490.00

TOTAL CARRIED TO GRAND SUMMARY #VALUE!

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PROVISIONAL AND PRIME COST SUMS

The Contractor shall include in his tender

the following to be deducted in whole or

in part as directed by the Project Manager

ELECTRICAL WORKS

A Allow a Provisinal Sum of Kenya Shillings Two Hundred and Twenty Thousand

( KES 220,000.00 ) only for Electrical

Works to be deducted in whole or in

part as directed by the Project Manager Sum 220,000.00

B Allow a Provisinal Sum of Kenya Shillings

Two Hundred

( KES 200,000.00 ) only for project

management and supervision to be deducted

in whole or

part as directed by the Project Manager 200,000.00

D

MECHANICAL WORKS

Allow a Provisinal Sum of Kenya Shillings

five Hundred Thousand

( KES 500,000.00 ) only for Mechanical

Works to be deducted in whole or in

part as directed by the Project Manager Sum 500,000.00

CONTIGENCIES

G Allow a Provisinal Sum of Kenya Shillings

Two Hundred and Seventy Thousand

( KES 200,000.00 ) only for Contigencies Works

to be deducted in whole or in part as

directed by the Project Manager Sum 200,000.00

TOTAL CARRIED TO SUMMARY 1,120,000.00

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GRAND SUMMARY

A BUILDER'S WORKS #VALUE!

B PROVISIONAL AND PRIME COST SUMS 1,120,000.00

SUB-TOTAL #VALUE!

Total for Proposed 1NO. 80no-BED DORMITORY

carried to FORM OF TENDER

Contractor's Name________________________________

Address_______________________________________

Signature______________________________________

Date__________________________________________

Witnesses's Name________________________________

Address_______________________________________

Signature______________________________________

Date__________________________________________

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BILL OF QUANTITIES At Kipsoen Vtc ITEM DESCRIPTION … of Quantities.pdfBILL OF QUANTITIES Proposed...

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