rate amount no description qty unit kshs. boq's for...

No Description Qty Unit Rate

Kshs.

Amount

Kshs.

BOQ's FOR APPARTMENTS ON PLOT NO. 209/20160 AT

PARKROAD IN NGARA (UP TO 5TH LEVEL)

GROUND FLOOR

ELEMENT NO. 1

SUBSTRUCTURE

(ALL PROVISIONAL)

EXCAVATIONS

A

Excavate over site average 150 mm deep to remove vegetable

soil and wheel and cart away from site as directed

1066 SM 100.00 106,600.00

BMass excavation to remove red cotton soil, starting from

stripped level but not exceeding 1.50 metres deep534 CM 200.00 106,800.00

CExcavate foundation trench not exceeding 1.50 metres deep

starting from stripped level98 CM 200.00 19,600.00

D Ditto column pits ditto 50 CM 200.00 10,000.00

Disposal of excavated materials

E Return, fill in and ram excavated material around foundations 90 CM 100.00 9,000.00

F Load surplus excavated material and remove from site 1512 CM 500.00 756,000.00

Planking and Strutting

G Allow for upholding sides of excavations Item 100,000.00

Disposal of Water

H Allow for keeping excavation free from all water Item 100,000.00

SELECTED HARDCORE

I300 mm Thick hardcore filling in layers not exceeding 150 mm

thick300 SM 250.00 75,000.00

J50 mm Thick stone dust blinding to surface of hardcore to

receive concrete300 SM 100.00 30,000.00

Carried to Collection Kshs. 1,313,000.00

Bill No. 3

EI. No. 1

Substructure

3/1/1

Proposed appartments

at ngara MUTINDA SAMUEL MBITHI B76/0504/2008


Kshs.

Amount

Kshs.

Damp Proof Membrane

A Single layer of 1000 gauge polythene sheeting laid on blinded

hardcore with 150 mm side laps to receive concrete

366 SM 200.00 73,200.00

Soil sterilization

B

Treat surface of hardcore with 'Dieldrin or similar approved

anti-termite solution applied strictly in accordance with the

manufacturer's instructions

366 SM 200.00 73,200.00

CONCRETE WORK

Plain concrete (1:4:8) in:-

C 50 mm Blinding under column bases and strip foundation 147 SM 325.00 47,775.00

Reinforced concrete (1:2:4) in:-

D Column bases and columns 30 CM 10,000.00 300,000.00

E Foundation trench 58 CM 10,000.00 580,000.00

F 150 mm Thick surface bed 1036 SM 1,500.00 1,554,000.00

Supply and fix steel bar reinforcement including bending,

hooking, tying wires, cutting spacers and supporting all in

position in column bases, strip footing and columns.

G 8 mm diameter bars 860 Kgs 150.00 129,000.00

F 10 mm ditto 732 Kgs 150.00 109,800.00

G 12 mm ditto 2034 Kg 150.00 305,100.00

Steel fabric mesh reinforcement

H

BRC mesh fabric reinforced reference A142 (weighing 2.22

kg/m2) laid in slab (measured net - no allowance made for

laps)

1036 SM 375.00 388,500.00


Bill No. 3

EI. No. 1

Substructure

3/1/2




Kshs.

Amount

Kshs.

Sawn formwork to:-

A Edge of slab 75 - 150 mm high 130 LM 67.50 8,775.00

B Sides of column bases 120 SM 450.00 54,000.00

C Vertical sides of column 100 SM 450.00 45,000.00

MASONRY

Quarry stone walling in cement mortar (1:4) as described in:-

D 200 mm walling 226 SM 1,500.00 339,000.00

Plinths finishes

E12 mm Thick cement and sand (1:4) render to edge of plinth

40 SM 300.00 12,000.00

FPrepare and apply two coats of bituminous paint on rendered

plinths40 SM 280.00 11,200.00

Carried to Collection Kshs 469,975.00

Bill No. 3

EI. No. 1

Substructure

3/1/3




Kshs.

Amount

Kshs.

COLLECTION

Page No. 3/1/1 1,313,000.00

Page No. 3/1/2 3,560,575.00

Page No. 3/1/3 469,975.00

TOTAL AMOUNT OF ELEMENT NO. 1

SUBSTRUCTURE

Carried to Summary of Bill No. 3 Kshs 5,343,550.00

Bill No. 3

El. No. 1

Substructure

3/1/4




Kshs.

Amount

Kshs.

ELEMENT NO. 2

REINFORCED CONCRETE SUPERSTRUCTURE

Vibrated reinforced concrete (1:2:4) as described in:-

A Beams 48 CM 10,000.00 480,000.00

B Columns 10 CM 10,000.00 100,000.00

C Suspended Slab (1st Floor slab) 538 SM 1,500.00 807,000.00

High tensile square twisted to B.S 4461 as described in:-

D 8 mm Diameter bars 5548 Kg 150.00 832,200.00

E 10 mm Ditto 9344 Kg 150.00 1,401,600.00

F 12 mm Ditto 5628 Kg 150.00 844,200.00

Sawn formwork as described to:-

G Vertical sides of columns 168 SM 450.00 75,600.00

H Sides and horizontal soffits of beams 478 SM 450.00 215,100.00

I Edge of slab 75 - 150 mm high 232 LM 67.50 15,660.00

J Soffits of suspendend Slab 700 SM 450.00 315,000.00


RC SUPERSTRUCTURE


Bill No. 3

El. No. 2

RC Superstructure

3/2/2




Kshs.

Amount

Kshs.

ELEMENT NO. 3

STAIRCASE & RAILINGS


A Slopping stairs 72 CM 8,500.00 612,000.00

B 150 mm Thick landing 96 SM 1,275.00 122,400.00

Steel Bar Reinforcement

High tensile square twisted bars as before described in:-

C 12 mm Diameter bars 1600 Kg 120.00 192,000.00

D 8 mm Ditto 1920 Kg 120.00 230,400.00

Sawn formwork to:-

E Horizontal soffits of landing 96 SM 400.00 38,400.00

F Slopping of stairs 144 SM 400.00 57,600.00

G Edges of landing over 75 and not exceeding 150 mm high 192 LM 60.00 11,520.00

H Edges of risers over 75 and not exceeding 150 mm wide 336 LM 60.00 20,160.00

IOpening edge of string of 300 mm wide (extreme) including

cutting to profile of treads and risers108 LM 120.00 12,960.00

Finishes

JPockets in concrete or block work size 75 x 75 x 50 mm deep

for end of balusters176 No. 50.00 8,800.00

Wrot Mahogany

K 100 x 75 mm moulded handrail screwed to balusters 120 LM 900.00 108,000.00

Carried to Collection Kshs 1,414,240.00

Bill No. 3

El. No. 3

Staircases & Railings

3/3/1




Kshs.

Amount

Kshs.

Mild Steel

A 50 x 25 x 3 mm RHS baluster, 900 mm long 264 No. 550.00 145,200.00

B 50 x 3 mm Flats screwed to end of baluster 30 LM 450.00 13,500.00

Wrot Mahogany

C 25 mm Thick timber boarding 12 SM 3,000.00 36,000.00

D Ditto to treads, 275 mm wide 66 LM 750.00 49,500.00

E Ditto to risers, 150 mm high 66 LM 450.00 29,700.00

FClosed edge of staircase, 300 mm wide (extreme) and to profile

of treads and risers27 LM 900.00 24,300.00

G Extra over tread for forming non-slip inserts 66 LM 100.00 6,600.00

Two coat lime plasterwork 15 mm thick to: -

H Slopping soffits of stairs 36 SM 240.00 8,640.00

I Soffits of landing 24 SM 240.00 5,760.00

PAINTING AND DECORATING

Prepare and apply three coats gloss oil paint as described:-

Internally on:-

J Plastered soffits of stairs 36 SM 240.00 8,640.00

K Plastered soffits of landing 24 SM 240.00 5,760.00


Bill No. 3

El. No. 3

Staircase & Railings

3/3/2




Kshs.

Amount

Kshs.

Prepare and apply three coats polyurethane clear varnish to

woodwork as described

Internally on:

A General Surfaces 90 SM 240.00 21,600.00

Prepare and apply two coats gloss oil paint to metalwork as

described

Internally on:

B General surfaces of balustrading (b.s.m - flat overall) 150 SM 240.00 36,000.00

To Collection Kshs 57,600.00

COLLECTION

Page No. 3/4/1 1,414,240.00

Page No. 3/4/2 333,600.00

Page No. 3/4/3 57,600.00


STAIRCASE & RAILINGS


Bill No. 3

El. No. 3

Staircase & Railings

3/3/3




Kshs.

Amount

Kshs.

ELEMENT NO. 4

WALLING

EXTERNAL WALLING

Medium dressed natural stone walling bedded and jointed in

cement and sand (1:4) mortar

A200 mm walls reinforced with hoop iron at alternate course

188 SM 1,750.00 329,000.00

INTERNAL WALLING

Medium chisel dressed/machine cut natural stone walling as

before described

B200mm walls reinforced with hoop iron at every third course

324 SM 1,750.00 567,000.00

C100mm walls reinforced with hoop iron at every third course

20 SM 1,400.00 28,000.00

Horizontal Damp proof course to B.S 743 (measured net - no

allowance for lapse)

D 200 mm wide 322 LM 100.00 32,200.00

E 100mm wide 12 LM 100.00 1,200.00


WALLING

Carried to Summary of Bill No. 3 Kshs 957,400.00

Bill No. 3

El. No. 4

Walling

3/4/1




Kshs.

Amount

Kshs.

ELEMENT NO. 5

WINDOWS

CONCRETE WORKS

Precast concrete (1:2:4) in:-

AWindow cill size 250 x 65 mm thick once sunk, weathered and

throated, finished fair face on exposed surfaces353 LM 350.00 123,550.00

JOINERY

Wrot mahogany

B 150 x 25 mm Pelmet top 353 LM 475.00 167,675.00

C 150 x 25 mm Pelmet fascia with three labours 353 LM 475.00 167,675.00

D 150 x 25 mm window board 353 LM 475.00 167,675.00

E 150 x 150 x 25 mm Pelmet box ends 120 No. 250.00 30,000.00

Wrot Cypress

F 50 x 25 mm Bearers, plugged 353 LM 90.00 31,770.00

Curtain track

G

Aluminium or other equal and approved I-section curtain rail

complete with fixing brackets, 10 No. rollers per metre run and

end stops

353 LM 200.00 70,600.00


Bill No. 3

El. No. 5

Windows

3/5/1




Kshs.

Amount

Kshs.

Supply and fix the following standard steel casement windows

as manufactured by RLCO steel fabricators Ltd. Or other

equal and approved, complete with fixing lugs, ironmongery

and fittings all primed with one coat of red oxide before fixing

including bedding and pointing in cement and sand (1:4)

mortar as described including approved decorative mild steel

grilles

AWindow size 1500 x 1500 mm high overall, in 2 No. panels

openable side hung and 1 No. Fixed panel30 No. 13,000.00 390,000.00

B Ditto size 1500 x 1200 mm high 180 No. 10,800.00 1,944,000.00

C Ditto size 1500 x 1000 mm high 110 No. 8,700.00 957,000.00

EWindow size 900 x 900 mm high overall, in 2 No. panels

openable top hung and 1 No. Fixed panel90 NO 4,400.00 396,000.00

Glazing

F 5 mm clear sheet glass to metal including putty 500 SM 1,200.00 600,000.00

G 5mm Thick obscure sheet glass including putty 80 SM 1,500.00 120,000.00


3/5/2




Kshs.

Amount

Kshs.


Prepare and apply one coat aluminium wood primer on

woodwork before fixing

A Surfaces not exceeding 100 mm girth 48 LM 20.00 960.00

Prepare and paint two undercoats and one finishing coat gloss

oil paint metalwork as described

B General surfaces of windows 1160 SM 260.00 301,600.00

Knot Prime, stop and paint two undercoats and one finishing

coat clear varnish polyurethane on woodwork as described:-

Internally on:-

C General surfaces of pelmet boxes 71 SM 260.00 18,460.00

D Surfaces 200 to 300 mm girth 71 LM 72.00 5,112.00

Carried to Collection Kshs. 326,132.00

COLLECTION

Page No. 3/6/1 758,945.00

Page No. 3/6/2 4,407,000.00

Page No. 3/6/3 326,132.00


WINDOWS

Carried to summary of Bill No. 3 Kshs 5,492,077.00

Bill No. 3

El. No. 5

Windows

3/5/4




Kshs.

Amount

Kshs.

ELEMENT NO. 6 DOORS

EXTERNAL DOORS

Steel Door

A

Purpose made double leaf steel casement door manufactured

from heavy duty frames complete with 4 mm clear glass and

locking devices fixed to masonry jambs and concrete heads and

all with mastic pointing all round, overall size, 900 x 2100 mm

3 No. 22,000.00 66,000.00

Painting and decorating

Prepare touch up primer and apply two undercoats and one

finishing coat gloss oil paint on metal work :-

B General surfaces of doors 36 SM 300.00 10,800.00


Bill No. 3

El. No. 6

Doors

3/6/1




Kshs.

Amount

Kshs.

INTERNAL DOORS

Flush door to B.S 459 part II hardwood lipped all round

A45 mm Thick (finished) internal quality semi - solid cored

flush, two leafed door size 830 x 2060 mm high 210 No. 4,500.00 945,000.00

B Ditto size 730 x 2060 mm high 110 No. 4,000.00 440,000.00

Frames and Finishing

Sawn cypress

C 200 x 50 mm Rebated frame, plugged 219 LM 400.00 87,600.00

D 75 x 25 mm moulded architrave 219 LM 150.00 32,850.00

E 25 mm diameter moulded quadrant 219 LM 150.00 32,850.00

Ironmonery

Supply and fix the following ironmongery complete with

matching screws all as per "Union" catalogue or other

equal and approved

F 100 mm pressed steel butt hinges 200 Prs 450.00 90,000.00

GTwo lever mortice lock complete with set of aluminium door

handle363 No. 3,000.00 1,089,000.00

H25 mm Diameter rubber door stop raw bolted to floor to wall

370 No. 100.00 37,000.00


Bill No. 3

El. No. 6

Doors

3/6/1




Kshs.

Amount

Kshs.


Prepare and apply one coat aluminium primer on woodwork

before fixing

A Surfaces over 100 and not exceeding 200 mm girth 213 LM 50.00 10,650.00



B General surfaces of flush doors ( b.s.m ) 142 SM 280.00 39,760.00

Carried to collection Kshs 39,760.00

COLLECTION

Page No. 3/6/1 11,410,658.00

Page No. 3/6/2 14,241,758.00

Page No. 3/6/3 39,760.00


DOORS


Bill No. 3

El. No.6

Doors

3/6/3




Kshs.

Amount

Kshs.

ELEMENT NO. 7

FINISHES

EXTERNAL FINISHES

Wall Finishes

15 mm Thick cement and sand (1:4) as described to:-

A Sides and soffits of beams 372 SM 240.00 89,280.00

B Keying and Pointing Sides of walls 282 SM 100.00 28,200.00

C Window and door reveals 282 LM 40.00 11,280.00

INTERNAL FINISHES

Floor Finishes

Cement and sand (1:4) screed as described in:-

D 24mm thick backing to receivegrano finish 351 SM 350.00 122,850.00

E 32 mm thick backing to receive ceramic tiles 685 SM 450.00 308,250.00

300 x 300 x 8 mm Approved non-slip ceramic tiles on screed

backing (m.s) with straight joints and pointing in white cement

as described

G Paving to floor 685 SM 1,500.00 1,027,500.00

H 15mm thick grano paving 351 SM 1,800.00 631,800.00


Bill No. 3

El. No. 8

Finishes

3/7/1




Kshs.

Amount

Kshs.

Wall Finishes

15 mm thick two coat gauged lime plaster to:-

A Sides of walls 1536 SM 240.00 368,640.00

B Window reveals and jambs 768 LM 40.00 30,720.00

15 mm thick cement and sand (1:4) in:-

CFloated screed backing on walls to receive white glazed wall

tiles (m.s)183 SM 240.00 43,920.00

Glazed wall tiles as described

D150 x 150 x 6 mm thick tiles on screed backing (m.s) with

straight joints and pointing in coloured cement183 SM 1,000.00 183,000.00

Ceiling Finishes

15 mm Thick two coat gauged lime plaster to:-

E Horizontal soffits of suspended slab 1152 SM 240.00 276,480.00


Bill No. 3

El. No. 7

Finishes

3/7/2




Kshs.

Amount

Kshs.


Prepare and apply one coat aluminium primer on back of wood

before fixing on:-

A Surfaces not exceeding 100 mm girth 468 LM 20.00 9,360.00

Prepare and apply three coats Plastic emulsion paint:-

Internally on:-

B Sides of walls 3214 SM 240.00 771,360.00

C Window reveals and jambs 514 LM 40.00 20,560.00

D Horizontal soffits of suspended slab 2234 SM 240.00 536,160.00

Prepare and apply three coats emulsion paint:-

Externally on:-

E Sides and soffits of beams 732 SM 240.00 175,680.00

F Window and door reveals 542 LM 40.00 21,680.00

Carried to Summary Kshs 1,534,800.00

Bill No. 3

El. No. 7

Finishes

3/7/3




Kshs.

Amount

Kshs.

COLLECTION

Page No. 3/7/1 2,219,160.00

Page No. 3/7/2 902,760.00

Page No. 3/7/3 1,534,800.00


FINISHES


Bill No. 3

El. No. 8

Finishes

3/7/4




Kshs.

Amount

Kshs.

BILL NO. 3

GROUND FLOOR

SUMMARY

ELEMENT NO. PAGE NO.

1. SUBSTRUCTURE 3/1/3 5,343,550.00

2. REINFORCED CONCRETE SUPERSTRUCTURE 3/2/1 5,086,360.00

3. STAIRCASE 3/3/1 1,805,440.00

4. WALLING 3/4/1 957,400.00

5. WINDOWS 3/5/3 5,492,077.00

6. DOORS 3/6/5 25,692,176.00

7. FINISHES 5/7/4 4,656,720.00

TOTAL AMOUNT OF BILL NO. 3

MAIN HOUSE

CARRIED TO MAIN SUMMARY KSHS 49,033,723.00

3/S/1




Kshs.

Amount

Kshs.

TYPICAL FLOORS (1st 2nd 3rd 4th and 5th FLOORS)

ELEMENT NO. 8

REINFORCED CONCRETE SUPERSTRUCTURE


A Beams and ring beams 288 CM 10,000.00 2,880,000.00

B Columns 51 CM 10,000.00 510,000.00

C Suspended Slab (2nd, 3rd & 4th Floor slabs) 2421 SM 1,500.00 3,631,500.00

High tensile square twisted to B.S 4461 as described in:-

D 8 mm Diameter bars 21279 Kg 150.00 3,191,850.00

E 10 mm Ditto 33042 Kg 150.00 4,956,300.00

F 12 mm Ditto 16287 Kg 150.00 2,443,050.00

Sawn formwork as described to:-

G Vertical sides of columns 1008 SM 450.00 453,600.00

H Sides and horizontal soffits of beams 2877 SM 450.00 1,294,650.00

I Soffits of Suspended slab 2421 SM 450.00 1,089,450.00

J Edge of slab 75 - 150 mm high 1612 LM 67.50 108,810.00


RC SUPERSTRUCTURE


Bill No. 3

El. No. 8

RC Superstructure

3/8/1




Kshs.

Amount

Kshs.

ELEMENT NO. 9

WALLING

EXTERNAL WALLING

Medium dressed natural stone walling bedded and jointed in

cement and sand (1:4) mortar

A200mm walls reinforced with hoop iron at alternate course

2031 SM 1,750.00 3,554,250.00

BLabour and materials for eaves filling on 200 mm thick walls

351 LM 250.00 87,750.00

INTERNAL WALLING

Medium chisel dressed/machine cut natural stone walling as

before described

C200mm walls reinforced with hoop iron at every third course

2052 SM 1,750.00 3,591,000.00

D100mm walls reinforced with hoop iron at every third course

330 SM 1,400.00 462,000.00


WALLING


Bill No. 3

El. No. 9

Walling

3/9/1




Kshs.

Amount

Kshs.

ELEMENT NO. 10

WINDOWS

CONCRETE WORKS

Precast concrete (1:2:4) in:-

AWindow cill size 250 x 65 mm thick once sunk, weathered and

throated, finished fair face on exposed surfaces177 LM 350.00 61,950.00

JOINERY

Wrot mahogany

B 150 x 25 mm Pelmet top 177 LM 475.00 84,075.00

C 150 x 25 mm Pelmet fascia with three labours 177 LM 475.00 84,075.00

D 150 x 25 mm window board 177 LM 475.00 84,075.00

E 150 x 150 x 25 mm Pelmet box ends 264 No. 250.00 66,000.00

Wrot Cypress

F 50 x 25 mm Bearers, plugged 177 LM 90.00 15,930.00

Curtain track

G

Aluminium or other equal and approved I-section curtain rail

complete with fixing brackets, 10 No. rollers per metre run and

end stops

177 LM 200.00 35,400.00


Bill No. 3

El. No. 10

Windows

3/10/1




Kshs.

Amount

Kshs.

Supply and fix the following standard steel casement windows

as manufactured by RLCO steel fabricators Ltd. Or other

equal and approved, complete with fixing lugs, ironmongery

and fittings all primed with one coat of red oxide before fixing

including bedding and pointing in cement and sand (1:4)

mortar as described including approved decorative mild steel

grilles

AWindow size 2000 x 1200 mm high overall, in 2 No. panels

openable side hung and 1 No. Fixed panel4 No. 14,400.00 57,600.00


C Ditto size 1500 x 1200 mm high 28 NO 11,000.00 308,000.00

D Ditto size 800 x 1200 mm high 36 NO 6,000.00 216,000.00

EWindow size 1000 x 600 mm high overall, in 2 No. panels

openable top hung and 1 No. Fixed panel28 NO 4,400.00 123,200.00

Glazing

F 5 mm clear sheet glass to metal including putty 177 SM 1,200.00 212,400.00

G 5mm Thick obscure sheet glass including putty 17 SM 1,500.00 25,500.00


3/10/2




Kshs.

Amount

Kshs.


Prepare and apply one coat aluminium wood primer on

woodwork before fixing


Prepare and paint two undercoats and one finishing coat gloss

oil paint metalwork as described

B General surfaces of windows 194 SM 260.00 50,440.00

Knot Prime, stop and paint two undercoats and one finishing

coat clear varnish polyurethane on woodwork as described:-

Internally on:-

C General surfaces of pelmet boxes 177 SM 260.00 46,020.00

D Surfaces 200 to 300 mm girth 177 LM 72.00 12,744.00

Carried to Collection Kshs. 112,744.00

COLLECTION

Page No. 3/10/1 431,505.00

Page No. 3/10/2 1,410,700.00

Page No. 3/10/3 112,744.00


WINDOWS

Carried to summary of Bill No. 3 Kshs 1,954,949.00

Bill No. 3

El. No. 10

Windows

3/10/4




Kshs.

Amount

Kshs.

ELEMENT NO. 11 DOORS

EXTERNAL DOORS

Steel Door

A

Purpose made double leaf steel casement door manufactured

from heavy duty frames complete with 4 mm clear glass and

locking devices fixed to masonry jambs and concrete heads and

all with mastic pointing all round, overall size, 900 x 2100 mm

56 No. 22,000.00 1,232,000.00

Painting and decorating

Prepare touch up primer and apply two undercoats and one

finishing coat gloss oil paint on metal work :-

B General surfaces of doors 212 SM 300.00 63,600.00


Bill No. 3

El. No. 11

Doors

3/11/1




Kshs.

Amount

Kshs.

INTERNAL DOORS

Flush door to B.S 459 part II hardwood lipped all round

A45 mm Thick (finished) internal quality semi - solid cored

flush, two leafed door size 830 x 2060 mm high 68 No. 4,500.00 306,000.00


Frames and Finishing

Sawn cypress

C 200 x 50 mm Rebated frame, plugged 528 LM 400.00 211,200.00

D 75 x 25 mm moulded architrave 528 LM 150.00 79,200.00

E 25 mm diameter moulded quadrant 528 LM 150.00 79,200.00

Ironmonery

Supply and fix the following ironmongery complete with

matching screws all as per "Union" catalogue or other

equal and approved

F 100 mm pressed steel butt hinges 144 Prs 450.00 64,800.00

GTwo lever mortice lock complete with set of aluminium door

handle96 No. 3,000.00 288,000.00

H25 mm Diameter rubber door stop raw bolted to floor to wall

152 No. 100.00 15,200.00


Bill No. 3

El. No. 11

Doors

3/11/2




Kshs.

Amount

Kshs.


Prepare and apply one coat aluminium primer on woodwork

before fixing

A Surfaces over 100 and not exceeding 200 mm girth 528 LM 50.00 26,400.00



B General surfaces of flush doors ( b.s.m ) 352 SM 300.00 105,600.00

Carried to collection Kshs 105,600.00

COLLECTION

Page No. 3/11/1 5,377,006.00

Page No. 3/11/2 7,828,206.00

Page No. 3/11/3 105,600.00


DOORS


Bill No. 3

El. No.11

Doors

3/11/3




Kshs.

Amount

Kshs.

ELEMENT NO. 12

ROOFING

The following in roof trusses spanning variously and raised to

6000 mm above ground

A 150 x 50 mm Thick rafter 524 LM 300.00 157,200.00

B 150 x 50 mm Thick tie beam 502 LM 300.00 150,600.00

C 100 x 50 mm struts/tie 527 LM 250.00 131,750.00

D 150 x 50 mm common rafter 645 LM 300.00 193,500.00

E 150 x 50 mm valley rafter 475 LM 300.00 142,500.00

F 150 x 50 mm hip rafter 488 LM 300.00 146,400.00

H 200 x 50 ridge board 490 LM 400.00 196,000.00

I 75 x 50 mm purlins 675 LM 200.00 135,000.00

J 100 x 50 mm wall plate 312 LM 300.00 93,600.00

ROOF FINISHES

28 Gauge galvanized corrugated pre - painted iron sheet

covering as manufactured by GAL SHEET KENYA LTD or

other equal and approved laid with 150 mm end and one - and -

half corrugation side laps and fixed to timber purlins (m.s) all

in strict accordance with printed instructions:-

K Roof covering 509 SM 1,500.00 763,500.00

L Ridge capping 141 LM 350.00 49,350.00

24 SWG galvanized mild steel plain sheet with lapped riveted

and soldered joints including all labours

M 600 mm girth valley gutters 225 LM 750.00 168,750.00

O450 mm girth flashing one edge grouted into and including 50

x 25 mm groove in block wall114 LM 450.00 51,300.00


Bill No. 3

El. No. 12

Roofing

3/12/1




Kshs.

Amount

Kshs.

Eaves finishes

A 225 x 25 mm Fascia or barge boards 249 LM 350.00 87,150.00

Sawn treated cypress

B 50 x 50 mm bearers 249 LM 120.00 29,880.00

C Ditto plugged 249 LM 120.00 29,880.00


Prepare and apply one coat aluminium primer on wood

surfaces before fixing to:-

D Surfaces not exceeding 100 mm girth 249 LM 20.00 4,980.00

Prepare and apply three coats clear varnish polyurethane paint

on wood surfaces to:-

Externally on:-

Knot, prime, stop, prepare and apply three coats gloss oil paint

on wood work surfaces

Externally to:

E Fascia board surfaces 200 - 300 mm girth 249 LM 72.00 17,928.00


Bill No. 3

El. No. 12

Roofing

3/12/2




Kshs.

Amount

Kshs.

COLLECTION

Page No. 3/12/1 2,379,450.00

Page No. 3/12/2 169,818.00


ROOFING


Bill No. 3

El. No. 12

Roofing

3/12/3




Kshs.

Amount

Kshs.

ELEMENT NO. 13

FINISHES

EXTERNAL FINISHES

Wall Finishes

15 mm Thick cement and sand (1:4) as described to:-

A Sides and soffits of beams 209 SM 240.00 50,160.00

B Keying and Pointing Sides of walls 677 SM 100.00 67,700.00

C Window and door reveals 445 LM 40.00 17,800.00

INTERNAL FINISHES

Floor Finishes

Cement and sand (1:4) screed as described in:-

D 24 mm thick backing to receive terrazo finish 324 SM 500.00 162,000.00

E 32 mm thick backing to receive ceramic tiles 1076 SM 450.00 484,200.00

300 x 300 x 8 mm Approved non-slip ceramic tiles on screed

backing (m.s) with straight joints and pointing in white cement

as described

F Paving to floor 1076 SM 1,500.00 1,614,000.00

G 15mm thick terrazzo pazing 324 SM 1,800.00 583,200.00


Bill No. 3

El. No. 13

Finishes

3/13/1




Kshs.

Amount

Kshs.

Wall Finishes

15 mm thick two coat gauged lime plaster to:-

A Sides of walls 2554 SM 240.00 612,960.00

B Window reveals and jambs 629 LM 40.00 25,160.00

15 mm thick cement and sand (1:4) in:-

CFloated screed backing on walls to receive white glazed wall

tiles (m.s)1226 SM 240.00 294,240.00

Glazed wall tiles as described

D150 x 150 x 6 mm thick tiles on screed backing (m.s) with

straight joints and pointing in coloured cement1226 SM 1,000.00 1,226,000.00

Ceiling Finishes

15 mm Thick two coat gauged lime plaster to:-

E Horizontal soffits of suspended slab 2014 SM 240.00 483,360.00

Chipboard ceiling

F 12 mm thick chipboard ceiling lining fixed to and including 50

x 50 mm sawn cypress brandering at 600 mm centres both

652 SM 1,250.00 815,000.00

G

Extra over ditto for forming 600 x 600 mm access panel with

50 x 50 mm sawn celcured cypress framing including trimming

softwood brandering and chipboard lining

150 No. 1,250.00 187,500.00

H 100 x 25 mm wrot cypress moulded Cornice, plugged 3214 LM 150.00 482,100.00


Bill No. 3

El. No. 13

Finishes

3/13/2




Kshs.

Amount

Kshs.


Prepare and apply one coat aluminium primer on back of wood

before fixing on:-


Prepare and apply three coats Plastic emulsion paint:-

Internally on:-

B Sides of walls 5478 SM 240.00 1,314,720.00

C Window reveals and jambs 896 LM 40.00 35,840.00

D Horizontal soffits of suspended slab 2513 SM 240.00 603,120.00

E Chipboard soffits 1523 SM 240.00 365,520.00

Prepare and apply three coats emulsion paint:-

Externally on:-

F Sides and soffits of beams 456 SM 240.00 109,440.00

G Window and door reveals 845 LM 40.00 33,800.00

Carried to Summary Kshs 2,554,160.00

Bill No. 3

El. No. 13

Finishes

3/13/3




Kshs.

Amount

Kshs.

COLLECTION

Page No. 3/13/1 2,979,060.00

Page No. 3/13/2 4,126,320.00

Page No. 3/13/3 2,554,160.00


FINISHES


Bill No. 3

El. No. 13

Finishes

3/13/4




Kshs.

Amount

Kshs.

BILL NO. 3

TYPICAL FLOORS (1st 2nd 3rd & 4th FLOORS)

SUMMARY


8. REINFORCED CONCRETE SUPERSTRUCTURE 3/8/1 20,559,210.00

9. WALLING 3/9/1 7,695,000.00

10. ROOFING 3/10/1 2,549,268.00

11. WINDOWS 3/11/3 1,954,949.00

12. DOORS 3/12/5 13,310,812.00

13. FINISHES 5/13/4 9,659,540.00


MAIN HOUSE


3/S/1




Kshs.

Amount

Kshs.

BILL NO. 3

MAIN HOUSE

SUMMARY


DITTO 5 SIMILAR BLOCKS

1. GROUND FLOOR 3/2/1 294,202,338.00

2. TYPICAL FLOORS 3/3/1 334,372,674.00


MAIN HOUSE


3/S/1




Kshs.

Amount

Kshs.

BILL NO.5

PRIME COST AND PROVISIONAL SUMS

ELECTRICAL INSTALLATION

A Provide the sum of Kenya shillings three million five hundred

thousands (Kshs.3,500,000/-) only for Electrical installation

Item 3,500,000.00

PLUMBING AND DRAINAGE

B Provide the sum of Kenya shillings four million (4,000,000/-)

only for Plumbing and internal drainage including septic tank

Item 4,000,000.00

CProvide the sum of Kenya shillings three million (3,000,000/-)

only for fittingsItem 3,000,000.00

DProvide the sum of Kenya shillings five million (5,000,000/-)

only for underground water tank and swimming poolItem 5,000,000.00

EProvide the sum of Kenya shillings three million (3000,000/-)

only for perimeter walling gate houseItem 3,000,000.00

PROVISIONAL SUMS

CONTINGENCY

FAllow the provisional sum of Kenya shillings five million

(Kshs.5,000,000/-) only for contingenciesItem 5,000,000.00


EXTERNAL WORKS

CARRIED TO MAIN SUMMARY Kshs 23,500,000.00

Bill No. 5

P C & Provisional sums

5/1




Kshs.

Amount

Kshs.

MAIN SUMMARY

BILL PAGE NO.

1. GENERAL CONDITIONS AND PRELIMINARIES 1/25 100,000.00

2. PREAMBLES TO TRADE 2/41

3. MAIN HOUSE 3/S/1 628,575,012.00

5. PRIME COST AND PROVISIONAL SUMS 5/2 23,500,000.00

TOTAL CARRIED OUT TO FORM OF TENDER KSHS. 652,175,012.00

CONTRACTOR'S SIGNATURE …………………………

NAME ………………………………………………………

ADDRESS …………………………………………………

DATE …………………………………………………….

WITNESS SIGNATURE …………………………………..

NAME ……………………………………………………..

ADDRESS ………………………………………………….

DATE …………………………………………………….

M/S1

PROPOSED DEVELOPMENT FOR APPARTMENTS

ON

PLOT NO. 209/20160 AT PARKROAD IN NGARA



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