concrete works.xls

8/10/2019 concrete works.xls

1/26

NO DESCRIPTION UNIT QTY QTY(M3)

RATE AMOUNT

Plain concrete class 15 in:

C Ditto under column bases SM 1,926 96 461.70 889,234.20

D Ditto under lift shaft SM 423 21 461.70 195,299.10

E Ditto under strip foundations SM 134 7 461.70 61,867.80

Ditto under strip foundations in masonry SM 32 2 461.70 14,774.40

Plain concrete 1:3:6 (25mm aggregates) asdescribed in

H 50mm thick blinding to underground tank SM 237 12 461.70 109,422.90

Plain concrete 1:3:6 (25mm aggregates) as

described in

C 600 x 150mm ditto LM 760 68 831.25 631,750.00

Concrete class 15 in

A 100mm thick benching SM 1,304 130 923.40 1,204,113.60Spun concrete cylindrical pipes and fittings to

B.S 556, part 2 with spigot and socket joints

E 300mm dia drain pipe laid in trench LM 265 12 2,246.75 595,388.75

Plain concrete 1:3:6 as described to:

F 150mm bed and surround to 300mm pipe LM 265 12 3,323.10 880,621.50

Plain concrete class (15) as described in

H 50mm thick blinding under bases SM 77 4 439.85 33,868.45I Ditto but in strip bases SM 115 6 439.85 50,758.69

Plain concrete class 15 in:

P 50mm blinding under foundations SM 40 2 461.70 18,468.00

PROPOSED ONE WEST PARK DEVELOPMENT PLOT LR.NO 187/1/571 MPAKA ROAD, WESTLANDS-

NAIROBI FOR CASAVIVA PROPERTIES LTD: CLASS 15 CONCRETE


2/26

NO DESCRIPTION UNIT QTY QTY(M3)

RATE AMOUNT

Reinforced concrete class (25) as

described, in:-

M Foundations CM 31 31 11,357.25 352,074.75

N Staircase CM 7 7 11,357.25 79,500.75

O Beams CM 407 407 11,357.25 4,622,400.75

P 175mm thick suspended slab SM 3,478 608.65 1,987.40 6,912,177.20Q 175mm thick slopping slab SM 342 59.85 1,987.40 679,690.80

R Ditto landing SM 12 2.1 2,272.40 27,268.80

S 200mm thick surface bed SM 4,547 909.4 2,272.40 10,332,602.80

T 150mm thick ditto SM 1,704.30 -

Reinforced concrete class (25), as

described in:-

I Beams CM 7 7 11,357.25 79,500.75

J Foundations CM 43 43 11,357.25 488,361.75

K 200mm thick surface bed SM 152 30.4 2,272.40 345,404.80

L 250mm thick wall SM 378 94.5 2,839.55 1,073,349.90

M 175mm thick suspended slab SM 75 13.125 1,987.40 149,055.00

N 175mm thick surface bed SM 85 14.875 1,987.40 168,929.00

O 200mm thick suspended slab SM 100 20 2,272.40 227,240.00

Reinforced concrete class (25/20), as

described in:-

E 200mm thick surface bed SM 31 6.2 2,272.40 70,444.40

F 200mm wall SM 170 34 2,272.40 386,308.00

PROPOSED ONE WEST PARK DEVELOPMENT PLOT LR.NO 187/1/571 MPAKA ROAD,

WESTLANDS-NAIROBI FOR CASAVIVA PROPERTIES LTD: CLASS 25 CONCRETE


3/26

NO DESCRIPTION UNIT QTY QTY(M3) RATE AMOUNT



L 350mm concrete class 25/20 in solid

marginsSM 6,241

2184.35 3,583.40 22,363,999.40

Precast concrete class 20(12mm

aggregate) including formwork, finishing

fair face on all exposed surfaces, and

bedding and jointing in cement sand

A 200 x 200mm lintel, reinforced with and

including four 12mm dia mild steel rods

and 6mm stirrups at 200mm centersLM 4,258

170.32

1,837.00 7,821,946.00

B 150 x 200mm lintel, reinforced with and

including four 12mm dia mild steel rods

and 6mm stirrups at 200mm centers LM 2,360

70.8

1,657.00 3,910,520.00

C 275mm x75mm thick coping twice

rebated; 20 x 20mm plugged drips and

jointing in cement and sand 1:3 mortarLM 200

4.125

763.00 152,600.00

Reinforced concrete class 25, as

described in:-

A 300mm thick walling SM 54 16.086 3,407.65 182,718.19

B 200mm thick suspended slab SM 86 17.2 2,272.40 195,426.40

C Beams CM 7 7 11 357 25 79 500 75


4/26

NO DESCRIPTION UNIT QTY QTY(M3) RATE AMOUNT



Reinforced concrete class (25/20) as

described, in:-

Q Foundations CM 8 8 11,357.25 90,858.00

R 100mm thick surface bed SM 85 8.5 1,136.20 96,577.00

S Extra over ditto for forming grooves SM 31 3.132 1,136.20 35,585.78

Reinforced concrete class 25, as

described in:-

P Beams CM 5 5 11,357.25 56,786.25

Q 150mm Thick Suspended slab SM 95 14.268 1,704.30 162,113.02

TOTAL 13,398 195,403,807.40


5/26

NO DESCRIPTION UNIT QTYQTY

(M3) RATE AMOUNT




6/26


(M3) RATE AMOUNT

Reinforced concrete class (30) as described,

in:-

F Column bases CM 2,003 2,003 13,147.05 26,333,541.15

G Columns CM 152 152 13,147.05 1,998,351.60

H Lift base CM 362 362 13,147.05 4,759,232.10

I Lift shaft walling SM 340 68 2,646.70 899,878.00

J 200mm thick retaining wall SM 633 126.6 2,646.70 1,675,361.10

K Retaining wall base CM 0 0 13,147.05 -

L 200mm thick shear wall SM 287 57.4 2,646.70 759,602.90

Reinforced Concrete class 30/20, as

described in:-

A Columns CM 1,096 1,096 13,147.05 14,409,166.80

B Lift walling SM 3,658 731.6 2,629.60 9,619,076.80

C 200mm thick shear wall SM 1,852 370.4 2,629.60 4,870,019.20

TOTAL 4,967 65,324,229.65




7/26

NO DESCRIPTION UNIT QTY RATE AMOUNTHigh yield steel round reinforcement bars to

B.S 4449

V 32mm ditto KG 130,854 137.75 18,025,138.50

W 25mm ditto KG 76,440 137.75 10,529,610.00

X 20mm ditto KG 21,369 139.65 2,984,180.85

Y 16mm ditto KG 26,820 142.50 3,821,850.00

Z 12mm ditto KG 12,150 149.15 1,812,172.50AA 10mm ditto KG 56,652 150.10 8,503,465.20

AB 8mm ditto KG 26,987 155.80 4,204,574.60

High yield square twisted reinforcement bars to

BS 4461

P 32mm ditto KG 712 137.75 98,078.00

Q 25mm ditto KG 308 137.75 42,427.00R 20mm ditto KG 43 139.65 6,004.95

S 16mm ditto KG 1,093 142.50 155,752.50

T 12mm ditto Kg 620 149.15 92,473.00

U 10mm ditto Kg 6,056 150.10 909,005.60

V 8mm ditto KG 2,603 155.80 405,547.40

High yield square twisted reinforcement bars toBS 4461

H 12mm ditto Kg 170 149.15 25,355.50

I 10mm ditto Kg 248 150.10 37,224.80

J 8mm ditto KG 246 155.80 38,326.80


WESTLANDS-NAIROBI FOR CASAVIVA PROPERTIES LTD: REINFORCEMENT


8/26

NO DESCRIPTION UNIT QTY RATE AMOUNT


WESTLANDS-NAIROBI FOR CASAVIVA PROPERTIES LTD: REINFORCEMENT

O 12mm ditto KG 4,032 149.15 601,372.80

High yield square twisted reinforcement to BS

4461

K 12mm ditto KG 13 149.15 1,938.95

L 10mm Ditto KG 13 150.10 1,951.30

High yield square twisted reinforcement bars to

B.S 4461

A 16mm diameter Kg 600 142.50 85,500.00

B 12mm ditto Kg 843 149.15 125,733.45

C 10mm ditto Kg 1,002 150.10 150,400.20

D 8mm ditto Kg 995 155.80 155,021.00

High yield square twisted reinforcement to BS

4461

R 12mm ditto Kg 188.00 -

S 10mm ditto Kg 712.00 -

TOTAL 365,827,918.05

SUMMARY

1 Y8 246,204

2 Y10 194 935


9/26


(M2) RATE AMOUNT

Fair-face form-work as described to:-

B Sides and soffits of beams SM 2,641 2,641 548.15 1,447,664.15

C Soffits of slab SM 3,478 3,478 548.15 1,906,465.70

D Slopping soffits of slab SM 342 342 548.15 187,467.30

E Vertical sides of columns base SM 1,803 1,803 548.15 988,314.45

F Ditto strip foundations SM 93 93 548.15 50,977.95

G Ditto columns SM 1,152 1,152 548.15 631,468.80H Ditto sides of retaining wall SM 1,068 1,068 548.15 585,424.20

I Ditto sides of retaining wall base SM 0 0 548.15 -

J Edge of slab, over 75mm but n/e 150mm high LM 0 82.65 -

K Slopping soffits of staircases SM 32 32 548.15 17,540.80

L Soffits of landing SM 12 12 548.15 6,577.80

M Edge of slab, over 150mm but n/e 225mm highLM 563 127 123.50 69,530.50

N Risers of steps, over 75mm but n/e 150mm high LM 103 15 82.65 8,512.95

O Vertical sides of lift walls SM 955 955 548.15 523,483.25

P Vertical sides of shear walls SM 235 235 548.15 128,815.25

Sawn formwork as described to:-

W Sides of walling SM 757 757 548.15 414,949.55

X Vertical sides of foundations SM 81 81 548.15 44,400.15

Y Soffits of slab SM 175 175 548.15 95,926.25

Z Sides and soffits of beams SM 64 64 548.15 35,081.60


K Soffits of solid suspended slab SM 31 31 55.10 1,708.10


NAIROBI FOR CASAVIVA PROPERTIES LTD: FORMWORK


10/26

NO DESCRIPTION UNIT QTY

QTY

(M2) RATE AMOUNT



M Edge of suspended slab 150mm - 225mm girth LM 745 168 123.50 92,007.50

N Edge of riser over 150mm but n/e 225mm girthLM 1,576 355 123.50 194,636.00

Sawn formwork to:-

D Edge of benching 75 to 150mm girth LM 2,167 325 82.65 179,102.55


D Soffits of slopping slab SM 86 86 548.15 47,140.90

E Sides and soffits of beams SM 27 27 548.15 14,800.05

F Sides of walls; curved SM 35 35 548.15 19,185.25

G Edge of slab, over 150mm but n/e 225mm high. LM 30 7 123.50 3,655.60

H Ditto curved to various radii LM 9 2 111.15 1,000.35

Sawn form-work, as described toP Sides of foundations SM 70 70 548.15 38,480.13

Q Sides of column bases SM 75 75 548.15 41,111.25

R Vertical sides of columns SM 201 201 548.15 110,173.76

Sawn formwork as described to:

C Edge of slab, over 75mm but n/e 150mm high LM 30 4 82.65 2,462.97

D Ditto curved LM 0 111.15 -

Sawn formwork as described to;

M Sides and soffits of beams SM 6 6 548.15 3,288.90

N Soffits of suspended slab SM 11 11 548.15 6,029.65

Sawn formwork as described to:


11/26

NO DESCRIPTION UNIT QTY

QTY

(M2) RATE AMOUNT




12/26

NO DESCRIPTION UNIT QTY RATE AMOUNTWalling in natural coursed stone obtained from an

approved quarry, bedded and jointed in gauged

mortar (1:3)

Q 200mm thick walling SM 73 1,653.95 120,738.35

Walling in natural coursed stone obtained from an

approved quarry, bedded and jointed in gaugedmortar (1:3)

R 200mm thick walling SM 39 1,653.95 64,504.05

External Walling

D 200mmm thick walling externally SM 14,286 1,503.00 21,471,858.00

E 200mm thick parapet walling SM 534 1,503.00 802,602.00

F 200 x 300mm high up-stand walling LM 87 451.00 39,237.00G 200mm thick walling internally SM 14,263 1,503.00 21,437,289.00

H 150mm thick ditto SM 26,850 1,453.00 39,013,050.00

I 100mm Thick ditto SM 107 1,346.00 144,022.00

Walling in natural coursed stone obtained from an

approved quarry, bedded and jointed in gauged

mortar (1:3)S 200mm thick external walling SM 503 1,653.95 832,598.43

T 200mm thick foundation walling SM 400 1,653.95 661,199.59

U Extra over ditto for keying and pointing SM 797 138.70 110,571.64


WESTLANDS-NAIROBI FOR CASAVIVA PROPERTIES LTD: MASONRY


13/26



WESTLANDS-NAIROBI FOR CASAVIVA PROPERTIES LTD: MASONRY

Natural hand machine cut stone from approved

quarry walling bedded and jointed in cement and

sand (1:4) mortar, reinforcement with and

including 25mm wide x 20 gauge hoop iron at every

alternate course as described in;

B 200mm thick walling externally SM 282 1,502.90 423,697.57

C 200mm thick parapet walling SM 15 1,502.90 22,393.21

TOTAL 85,350,028.07

SUMMARY

1 200mm Thick 30,5512 150mm Thick 26,850

3 100mm Thick 107

TOTAL 57,508


14/26


Leveling screeds in cement sand (1:3) as described

G 15mm thick cement sand render to concrete walls SM 1,035 334.40 346,104.00

Protective screeds in cement sand (1:3) as described

N 40mm thick screed laid over APP and finished to

receive concrete bedSM 40 612.75 24,510.00

Waterproofing render (1:4) with a wood float

P 12mm to concrete surfaces with SIKA 1 additive SM 85 323.95 27,535.75

Lightweight water proofed screeds

D 75mm average screed laid to falls and crossfalls to

roof slabsSM 3,283 1,000.35 3,284,149.05

E 20mm ditto to walls SM 534 388.55 207,485.70F 20mm thick screed laid over APP membrane and

finished to receive concrete interlocking tiles (m.s) SM 3,283 388.55 1,275,609.65

12mm (minimum) two coat lime plaster as described

to:

A Soffits of landing SM 260 294.00 76,557.60

B Ditto sloping exceeding 15degrees from horizontalSM 439 294.00 129,077.76

Cement and sand (1:4) backings etc

C 32 b d fi i h d i i fl il


WESTLANDS-NAIROBI FOR CASAVIVA PROPERTIES LTD: SCREED AND PLASTER


15/26




C 12mm backing finished to receive ceramic wall tiles

(m.s)SM 11,758 283.00 3,327,491.36

Floor finishes Cement and sand (1:3) screeds,

backings, bed etc

H 32mm bed finished to receive ceramic floor tiles

(m.s)SM 31,969 524.00 16,751,756.00

12mm thick (minimum) to coat plaster as described

to:

O Concrete surface SM 34,530 283.00 9,771,990.00

12mm (minimum) two coat lime plaster as described

to:

L Concrete or masonry wall surfaces internally SM 1,379 307.80 424,456.20

Cement and sand screed (1:4)

G 12mm plaster to top of concrete benching SM 1,304 283.10 369,162.40

15mm cement and sand (1:3) render, finished with

woodfloat to:

A Columns SM 36 349.00 12,564.00

Cement and sand (1:4) backings etc

B 12mm backing finished to receive stone cladding

(measured separately)SM 64 283.10 18,118.40


16/26




Cement and sand (1:3) screeds, backings, beds etc

B 40mm hardened bed finished smooth with steel

trowelSM 113 612.75 69,118.20

C 20 x 100mm high skirting LM 75 39.90 3,007.66

12mm thick (minimum ) to coat plaster as described

to

D Concrete soffits SM 134 283.10 38,040.15

TOTAL 64,516,759.51

SUMMARY

1 12mm 120,0812 15mm 19,045

3 20mm 4,280

4 32mm 32,229

5 40mm 153

TOTAL 175,788


17/26

ITEM NO DESCRIPTION UNIT QTY

CONCRETE

1 Class 15 Cm 371.87

2 Class 25 Cm 13,398.21

3 Class 30 Cm 4,967.00

TOTAL CONCRETE 18,737.08

REINFORCEMENT

1 Y8 Kg 246,204.00

2 Y10 Kg 194,935.00

3 Y12 Kg 297,508.00

4 Y16 Kg 203,822.00

5 Y20 Kg 239,701.00

6 Y25 Kg 373,338.007 Y32 Kg 1,015,536.00

TOTAL REINFORCEMENT 2,571,044.00

FORMWORK

1 Sawn Formwork Sm 103,459.88

WALLING

1 200mm thick walling Sm 30,551.29

2 150mm thick walling Sm 26,850.00

3 100mm thick walling Sm 107.00

PROPOSED ONE WEST PARK DEVELOPMENT PLOT LR.NO 187/1/571 MPAKA

ROAD, WESTLANDS-NAIROBI FOR CASAVIVA PROPERTIES LTD: SCREED AND


18/26

RMC Supplied for Period Oct-11 to 1/31/2013

Materials consumed for Period 17/6/2012 to 5/20/2014

ITEM

To Date Oct'11 - 31/1/13 Unit Up to Date

class 30 4967.00 4967.00 CUM 9.40 46689.80 46689.80

class 25 13398.21 13398.21 CUM 7.14 95663.22 95663.22

class 15 371.87 371.87 CUM 4.40 1636.23 1636.23

block work (1:3) 30551.00 30551.00 SM 0.36 10998.36 10998.36

100 conc block used in tikha stone wall

conc block 150 (1:3) 26850.00 26850.00 SM 0.20 5370.00 5370.00

conc block 100 (1:3) 107.00 107.00 SM 0.14 14.77 14.77

render work (1:4) 1173.59 1173.59 SM 0.20 234.72 234.72

Screed (1:3) 32mm thick 5730.84 5730.84 SM 0.30 1719.25 1719.25

Staircase screed(1:4) Treads 20mm 145.53 145.53 SM 0.16 23.28 23.28

Staircase screed(1:4)Risers15mm 80.85 80.85 SM 0.12 9.70 9.70

Staircase screed(1:4)Landing 32mm 104.61 104.61 SM 0.24 25.11 25.11

Plinth (1:3:6) 50.84 CM 4.40 223.70 223.70

render work (1:4) to internal 1214.70 1214.70 SM 0.12 140.91 140.91

Plaster internal (lime finish)12mm thk(1:3) 27679.60 27679.60 SM 0.12 3321.55 3321.55

Wood float plaster backing to receive tiles(1:4) 12mm thk 2952.00 2952.00 SM 0.10 295.20 295.20

Plaster to slab soffits(1:3) 14687.30 14687.30 SM 0.12 1762.48 1762.48

Water proof plaster to water tank 2 coats 631.74 SM 0.12 75.81 75.81225 Hollow Pots

150 Hollow Pots

Binding Wire 2158.63 Reinf Ton

Boundary wall coping fixing 21.75 SM 0.28 6.09 6.09

Coping to parking parapet wall(1:3)32mm thk 36.25 SM 0.30 10.88 10.88

Window sills

cover blocks 500.00 500.00

Lintels 122.25 122.25 CM 7.14 872.87 872.87

office block toilet base 5.76 5.76 SM 2.00 2.00

Tower crane pit filling

As a protective coating to basement slab power floatsand used for site setup before actual construction work

Blocks used below basement works & for site setup

cement slurry used for pumping RMC 1265.00 1265.00

cement used for honey comb & repairs 310.00 310.00

QTY CEMENT ( Bags)


19/26


Materials consumed for Period 17/6/2012 to 5/20/2014ITEM


QTY CEMENT ( Bags)

B.R.C MESH

total qty 0.00 171170.90 171170.905

qty received 0.00 53047.00 53047.00

balance qty =(received + physical balance for last period)- consumed 0.00

Physical stock 0.00 2500.00

difference -120623.90

-70.469864547249

Materials taken out of site 113

Wastage 5% on concrete Items 7254.29

Wastage 11.5+2.5% on renders & plasters 816.29

wastage 5% on blockwork 819.16

Wastage on screeds 5% 88.87

Wastage on Hollow pots 10%

Wastage on BRC A 142 20%

Wastage on Binding Wire 2.5%

Total Qty for Wastage as per Rate analysis 8978.61

net variance after deduction of wastage -129602.51

Bags

QTY in CM RMC SUPPLIED in CM SITE MIX in C

Up to Datefrom Oct'11

to 31/1/13Up to Date

from Oct

2011 to

31/1/13

Up to Date

Class 30 4967.00 4680.78 2442.00 2442 2238.78

class 25 13398.21 11116.54 10071.00 10071 3327.21

class 15 371.87 134.55 134.55

CONCRETE


20/26


Materials consumed for Period 17/6/2012 to 5/20/2014

ITEM


QTY CEMENT ( Bags)

cement slurry calculation 187 25 0.13368984


21/26

Up to Date Up to Date Up to Date Up to Date

0.591 2935.50 2935.50 1.31 6481.94 6481.94

0.629 8427.47 8427.47 1.39 18623.51 18623.51

0.674 250.64 250.64 1.49 553.34 553.34

0.050 1527.55 1527.55 336061.00 336061.00

-717.00 -717

0.030 805.50 805.50 322200.00 322200.00

0.021 2.25 2.25

0.029 34.03 34.030.460 2636.19 2636.19

0.031 4.51 4.51

0.023 1.86 1.86

0.050 5.23 5.23

0.674 34.27 34.27 1.49 75.65 75.65

0.023 28.18 28.18

0.017 470.55 470.55

0.019 56.09 56.09

0.023 340.75 340.75

0.023 14.66 14.66

0.03 0.63 0.63

0.46 16.68 16.68

1.44 1.44

0.63 76.90 76.90 1.39 169.93 169.93

125.00 125.00

163.80 163.80

103.00 103.00

1560.00 1560.00

0.15 47.18 47.18

SAND ( Tons)

ONE WEST PARK: Material reconcillation statement from Oct 2011 to 20/5/2014

BALLAST ( Tons) 200 BLOCKS ( Nos) 150 BLOCKS ( Nos)


22/26


SAND ( Tons)



18109.843 18109.8432 25904.367 25904.3669 337621 336904 322200 322200

8331.00 8331.00 4760.00 4760.00 155180.00 155180.00 147678.00 147678.00

600.00 200.00 305.00 1712.00

-10378.84 -21344.37 -182029.00 -176234.00

-57.3105083 -82.3967904 -54.02993138 -54.69708256

6759 4491.73 -117.301843 -119.3366649

7.5 10.5 75 30

586.24 1295.22 0.00 0.00

132.20 0.00 0.00 0.00

116.76 0.00 16803.05 16110.00

132.39 0.00 0.00 0.00

967.59 1295.22 16803.05 16110.00

-11346.43 -22639.59 -198832.05 -192344.00

Tons Tons Nos Nos

from Oct

2011 to

31/1/13

2238.78 2525.00

1045.54 3327.21

134.55


23/26


SAND ( Tons)



10396 1389.8396


24/26

Up to Date Up to Date Up to Date To Date Oct'11 - 31/1/13 To Date Oct'11 - 31/1/13

1434.00 1434

15840.00 15840.00

94094.00 94094.00

20508.00 20508.00

32389.50

Binding Wire KG 1 roll =25 B.R.C (1 ROLL = 100M2)100 BLOCKS ( Nos) 225 Hollow Pot 150 Hollow Pot


25/26

Up to Date Up to Date Up to Date To Date Oct'11 - 31/1/13 To Date Oct'11 - 31/1/13

Binding Wire KG 1 roll =25 B.R.C (1 ROLL = 100M2)100 BLOCKS ( Nos) 225 Hollow Pot 150 Hollow Pot

25520.00

17274 17274 94094 94094 20508 20508 32389.5 32389.5 25520

25297.00 25297.00 108108.00 108108.00 22372.00 22372.00 32425.00 32425.00 33800.00

1642.00 6456.00 144.00 2075.00 3300.00

6381.00 7558.00 1720.00 -2039.50 4980.00

36.93990969 8.032393139 8.386970938 -6.296793714 19.51410658

25.2243349 6.991156991 7.688181656

31 3 400

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

792.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

9409.40 2050.80

5104.00

809.74

792.00 9409.40 2050.80 809.74 5104.00

5589.00 -1851.40 -330.80 -2849.24 -124.00

Nos Nos Nos KGs SM


26/26

Up to Date Up to Date Up to Date To Date Oct'11 - 31/1/13 To Date Oct'11 - 31/1/13Binding Wire KG 1 roll =25 B.R.C (1 ROLL = 100M2)100 BLOCKS ( Nos) 225 Hollow Pot 150 Hollow Pot

Documents

concrete works.xls