kenchic - valuation no 7- 16 nov 2011

NEW HATCHERY BUILDING ########################

KENCHIC LIMITED P.O. BOX 20052-00200, NAIROBI

APPRAISAL NO 3

ITEM ELEMENT ORIGINAL REVISED DIFFERENCE COMMENTS

1.00 Builders Work

1.01 SUBSTRUCTURES 23,600,906.80 23,942,965.00 342,058.20

1.02 WALLING 5,783,875.00 5,783,875.00 0.00

1.03 SUPERSTRUCTURE CONCRETE 2,186,560.00 2,186,560.00 0.00

1.04 DOORS 1,522,425.00 1,522,425.00 0.00

1.05 WINDOWS 98,120.00 98,120.00 0.00

1.06 FINISHES 27,138,115.00 27,138,115.00 0.00

1.07 ISO PANELS 5,292,900.00 18,751,710.00 13,458,810.00

1.08 VARIATIONS

1.08.1 Uprooting & cutting down trees 0.00 244,000.00

1.08.2 Emptying Septic Tanks 0.00 14,000.00

1.08.3 Angle line on loading bays edges (Provisional) 0.00 85,708.80

1.08.4 Fence around RTU's 0.00 1,250,406.10

1.08.5 Fence in Electrical Mechanical Room 327,297.92

1.08.6 Angle line with Zingar 0.00 1,964,975.00

1.08.7 Epoxy flooring area reduction 0.00 (3,340,700.00)

1.08.8 Retaining Walls with gabions 0.00 1,271,520.00

1.08.9 Gabions at generator area 0.00 54,000.00

1.08.10 Hollow Block Retaining Walls (Provisional) 0.00 1,457,946.00

1.08.11 Strutting and shoring existing building 0.00 140,000.00

1.08.12 New Floor Drains 0.00 722,400.00

1.08.13 Electrical Installation ducts across road 0.00 777,000.00

1.08.14 Cable trench in electrical room 0.00 173,646.00

1.08.15 Concrete duct for pipes across road 0.00 176,100.00

1.08.16 Blocking door openings in cold room ( 2 No) 0.00 63,384.40

1.08.17 Reducing door openings in cold room ( 2 No) 0.00 25,125.20

1.08.18 Reducing door openings to incubators 0.00 383,474.70

1.08.19 Infill panel above doors on passages 0.00 130,433.21

1.08.20 Chromadeck doors (Estimated costs) 0.00 3,214,046.00

1.08.21 Chromadeck ceilings at canopies 0.00 728,152.80

1.08.22 Ablution shower cubicles (Allied Plumbers) 0.00 OMMITTED

1.08.23 Ablution shower cubicles (DManji) 0.00 618,080.00

1.08.24 Ablution lockers (Ashut Engineering) 0.00 297,990.00

1.08.25 Advance external drainage works (Pioneer plumbers) 0.00 231,357.20

1.08.26 Additional pipework (Allied Plumbers) 0.00 2,052,787.75

1.08.27 Plugging manholes in incubators 0.00 770,000.00

1.08.28 Make openings for large windows in Admin block 0.00 123,120.00

1.08.29 Reduction of external door openings 0.00 174,240.00

1.08.30 Chromadeck cornice (estimated cost) 0.00 829,704.00 28,281,031.05

1.08.31 Stormwater drainage around hatchery 0.00 2,600,948.75

1.08.32 Stormwater drainage around switch room & generator

room

0.00 221,000.00

1.08.33 Additional septic tank 0.00 243,020.00

1.08.34 Grey water connection to waste water lagoon from

loading bay

0.00 541,824.62

1.08.35 Grey water connection to waste water lagoon from

septic tank serving ablution block

0.00 1,129,200.00

1.08.36 Holding Tank next to treatment plant (5m x 5m x 5m) 0.00 1,034,380.00

1.08.37 Raft slab to carry treatment plant 0.00 1,407,966.66

1.08.38 Washing Bay Shed (Steel Structures) 0.00 640,551.25

1.08.39 Washing Bay Shed (Floor) 0.00 785,716.12

1.08.40 Additional builders work 0.00 750,000.00

1.08.41 Aluminium Windows in admin & ablution 0.00 1,027,700.00

1.08.42 Aluminium Doors in Admin & ablution (double glazed) 0.00 331,225.00

1.08.43 Walling remeasurement 0.00 (73,920.00)

1.08.44 Electrical Cupboards Filling 0.00 35,883.00

1.08.45 Electrical Cupboards doors 0.00 251,100.00

1.08.46 Solar water heating (Chloride Exide) 0.00 1,032,107.50

1.08.47 Generator supply and Installation (Ryce Motors) 0.00 (5,005,759.00)

1.08.48 2 No 10,000 Ltr tanks (provisional) 0.00 715,867.50

1.08.49 2000 Ltr Tank Plinth 0.00 333,985.34

1.08.50 Eaves Screen by Steel structures (Estimated cost) 0.00 2,598,812.50

1.08.51 Encasing of external corner columns 0.00 89,400.00

1.08.52 Emulsion paint undercoat before epoxy 0.00 1,482,000.00

1.08.53 Generator room sides enclosure 0.00 182,006.83

1.08.54 Tiling remeasurement 0.00 581,000.00

1.08.55 Air Curtains installation (Northstar) 0.00 127,925.00

1.08.56 Bulk and Day Oil Fuel tanks (Additional cost) 0.00 256,894.90

1.08.57 RTU Plinths (Type 1) 0.00 201,532.50

1.08.58 RTU Plinths (Type 2) 0.00 341,251.75

1.08.59 Chiller plinths (Type 1 - demolished) 0.00 97,352.50

1.08.60 Chiller plinths (Type 2 - New design) 0.00 127,997.20

1.08.61 Terracing/benching behind hatchery 0.00 370,800.00

1.08.62 Loading bays at the front (2 No) 0.00 969,579.80

1.08.63 Loading bays at the sides (2 No) 0.00 1,571,432.24

1.08.64 Rear entrance ( 1 No) 0.00 222,512.00

1.08.65 Enlargment of loading bays at the front 0.00 41,820.00

1.08.66 Reduction of shipping docks at the sides 0.00 41,820.00

1.08.67 Enlargement of road 'B' 0.00 17,500.00

1.08.68 Crusher run around generator room 0.00 681,200.00

1.08.69 Hardcore supplied to support existing hatchery 0.00 56,000.00

1.08.70 Roof slab between ablution and hatchery 0.00 87,550.00

1.08.71 Grille door at passage to ablution 0.00 56,700.00

1.08.72 Wall at the end of the passage 0.00 27,120.10

1.08.73 Electrical control board plinths 0.00 23,550.40

1.08.74 Boiler room plinths 0.00 2,847.00

1.08.75 Extension of generator room 0.00 132,408.70

65,622,901.80 112,775,775.24 42,081,899.25

2.00 PC & Provisional sums

2.01 Electrical Works 63,900,000.00 57,912,048.28 (5,987,951.72) Contract sum with Masterpower

confirmed

2.02 Builders Work, Profit & attendance 4,792,500.00 4,343,403.62 (449,096.38)

2.03 ICT Services 2,460,000.00 2,460,000.00 0.00 Works not awarded

2.04 Builders Work, Profit & attendance 184,500.00 184,500.00 0.00

2.05 Air Conditioning and Mechanical Ventilation 8,678,010.00 7,615,185.00 (1,062,825.00) Contract sum with Northstar confirmed

2.06 Builders Work, Profit & attendance 650,850.75 571,138.88 (79,711.88)

2.07 Internal plumbing & drainage 16,533,480.00 16,798,732.50 265,252.50 Contract sum with Allied Plumbers

confirmed

2.08 Builders Work, Profit & attendance 1,240,011.00 1,259,904.94 19,893.94

2.09 Structural Steel Roof Works 12,004,850.00 13,190,450.00 1,185,600.00 Additional works awarded to Steel

Structures

2.10 Builders Work, Profit & attendance 900,363.75 989,283.75 88,920.00

2.11 Landscaping 1,500,000.00 1,500,000.00 0.00 Works not awarded

2.12 Contingencies 15,000,000.00 15,000,000.00 0.00

127,844,565.50 121,824,646.96 (6,019,918.54)

3.00 External Works

3.01 Generator room 1,545,430.00 916,210.00 (629,220.00) Steelworks transferred to Steel

Structures contract

3.02 Transformer and switch room 1,112,085.00 1,112,085.00 0.00

3.03 Roads and drive way 20,361,100.00 16,765,350.00 (3,595,750.00)

3.04 Storm water drainage 1,658,000.00 1,658,000.00 0.00

3.05 Foul water drainage 1,188,650.00 1,188,650.00 0.00

25,865,265.00 21,640,295.00 (4,224,970.00)

4.00 Preliminaries

4.01 Preliminaries 10,260,000.00 10,260,000.00 0.00

4.02 Site Preparation 2,400,000.00 2,400,000.00 0.00

12,660,000.00 12,660,000.00 0.00

5.00 Original Contract sum (Exc VAT) 231,992,732.30 268,900,717.20 31,837,010.71

6.00 Nett Additions 31,837,010.71

7.00 Sub-total 263,829,743.01

8.00 Less contingencies 15,000,000.00

9.00 Projected Final Account 248,829,743.01

10.00 Balance of contingencies in account (16,837,010.71)

....

S N C Herd

For: Integrated YMR Partnership

Quantity Surveyors

P.O. Box 69641-00400

Nairobi

Date ..

CONTRACT: NEW HATCHERY BUILDING

ON PLOT LR. NO. 16671 MOMBASA ROAD, ATHI RIVER

EMPLOYER : KENCHIC LIMITED P.O. BOX 20052-00200, NAIROBI

CONTRACTOR : D.MANJI CONSTRUCTION LIMITED

CONTRACT SUM : KSHS. 269,111,569.00 (inc VAT)

VALUATION FOR INTERIM PAYMENT NO 7

INTERIM PAYMENT CERTIFICATE DATE : ######################

MAIN SUMMARY CONTRACT DETAILS Valuation

KSHS

1 Preliminaries 10,260,000.00 100% 10,260,000.00

2 Site Preparation 2,400,000.00 100% 2,400,000.00

3 New Hatchery 65,622,901.80 91% 59,708,935.00

4 External Works 25,865,265.00 35% 8,979,745.00

5 PC & Provisional Sums 127,844,565.50 62% 79,330,839.29

6 Materials on site - 693,000.00

7 Variations - 38,359,921.12

8 Sub-Total 1 231,992,732.30 86% 199,732,440.41

9 Less : Retention (18,984,568.44)

10 Sub-Total 2 180,747,871.97

11 Add advance payment 26,613,040.40

12 Sub-Total 3 207,360,912.37

13 Less advance recovery( in line with progress) 86% (22,912,301.83)

14 Sub-Total 4 184,448,610.53

15 Less Previous Valuations (175,705,352.85)

(excl VAT)

Sub-Total 5 8,743,257.69

Add : Value Added Tax 37,118,837.17 1,238,490.83

NET AMOUNT DUE ON 269,111,569.00 9,981,700.00


.....

S N C Herd

For: Integrated YMR Partnership

Quantity Surveyors

P.O. Box 69641-00400

Nairobi

4 154772097.xls.ms_office

154772097.xls.ms_office NETT PAYMENTS

NEW HATCHERY BUILDING ON PLOT LR. NO. 16671 MOMBASA ROAD, ATHI RIVER


ITEM DESCRIPTION D. MANJI STEEL

STRUCTURES

MASTERPOWER ICT SERVICES ALLIED

PLUMBERS

NORTHSTAR RYCE

ENGINEERING

PIONEER

PLUMBERS

CHLORIDE EXIDE ASHUT

ENGINEERING

TOTAL

(MAIN

CONTRACTOR)

(STEELWORKS) (ELECTRICAL SUB-

CONTRACTOR)

(PC SUM) (PLUMBING SUB-

CONTRACTOR)

(AIR

CONDITIONING)

(GENERATOR

SUPPLY)

(PREPARATORY

WORKS)

(SOLAR WATER

HEATING)

(ABLUTION

LOCKERS)

A CONTRACT SUM 129,872,872.30 12,341,550.00 63,900,000.00 2,460,000.00 13,253,000.00 8,678,010.00 - 250,000.00 960,100.00 277,200.00 231,992,732.30

B VARIATIONS 1 2,372,090.50 (5,987,951.72) 3,545,732.50 (1,062,825.00) - - - - (1,132,953.72)

C SUB-TOTAL 129,872,872.30 14,713,640.50 57,912,048.28 2,460,000.00 16,798,732.50 7,615,185.00 - 250,000.00 960,100.00 277,200.00 230,859,778.58

D VARIATIONS 2 - (24,000,000.00) 2,351,570.00 119,000.00 19,343,080.00 - - - (2,186,350.00)

129,872,872.30 14,713,640.50 33,912,048.28 2,460,000.00 19,150,302.50 7,734,185.00 19,343,080.00 250,000.00 960,100.00 277,200.00 228,673,428.58

E VALUATION FOR INTERIM

PAYMENT NO 7 126,174,135.07 14,713,640.50 27,349,150.59 - 13,771,495.00 6,723,163.25 9,671,540.00 215,216.00 960,100.00 154,000.00 199,732,440.41

F RETENTION 12,617,413.51 1,471,364.05 2,734,915.06 - 1,377,149.50 672,316.33 - - 96,010.00 15,400.00 18,984,568.44

G SUB-TOTAL 2 113,556,721.56 13,242,276.45 24,614,235.53 - 12,394,345.50 6,050,846.93 9,671,540.00 215,216.00 864,090.00 138,600.00 180,747,871.97

H Add ADVANCE 26,613,040.40 - - - - - - - - - 26,613,040.40

I Advance recovery (22,912,301.83) (22,912,301.83)

J SUB-TOTAL 3 117,257,460.13 13,242,276.45 24,614,235.53 - 12,394,345.50 6,050,846.93 9,671,540.00 215,216.00 864,090.00 138,600.00 183,445,920.53

K LESS PREVIOUS PAYMENTS

Cert No 1 26,613,040.40 - 26,613,040.40

Cert No 2 20,477,677.36 20,477,677.36

Cert No 3 6,426,966.00 8,708,040.00 - - 3,500,000.00 - - - - - 18,635,006.00

Cert No 4 31,530,145.00 2,322,144.00 3,511,085.00 - - - - - - - 37,363,374.00

Cert No 5 17,052,826.66 603,792.90 13,027,446.93 - 1,311,576.40 837,000.00 9,671,540.00 215,216.00 - - 42,719,398.89

Cert No 6 16,801,806.25 - 8,075,703.60 - 3,783,758.85 1,235,587.50 - - - - 29,896,856.20

L SUB-TOTAL 4 (1,645,001.54) 1,608,299.55 0.00 - 3,799,010.25 3,978,259.43 - - 864,090.00 138,600.00 8,743,257.68

ADD 16% VAT (263,200.25) 257,327.93 0.00 0.00 607,841.64 636,521.51 0.00 0.00 138,254.40 22,176.00 1,238,490.83

M NET AMOUNT DUE ON (1,908,300.00) 1,865,600.00 - - 4,406,800.00 4,614,700.00 - - 1,002,300.00 160,700.00 9,981,700.00

VALUATION FOR INTERIM

PAYMENT NO 7

Wednesday, November 16, 2011

Page 5 of 85

154772097.xls.ms_office VARIATIONS

CONTRACT: NEW HATCHERY BUILDING

ON PLOT LR. NO. 16671 MOMBASA ROAD, ATHI RIVER

EMPLOYER : KENCHIC LIMITED P.O. BOX 20052-00200, NAIROBI

CONTRACTOR : D.MANJI CONSTRUCTION LIMITED

CONTRACT SUM : KSHS. 269,111,569.00 (inc VAT)


APPRAISAL NO 3

Variations

ITEM DESCRIPTION QTY UNIT RATE TOTAL

1.00 Uprooting & cutting down trees

1.01 600mm - 900mm 0 No 3,000.00 0.00

1.02 900mm-1200mm 0 No 5,000.00 0.00

1.03 1200mm-1500mm 13 No 7,000.00 91,000.00

1.04 1500mm-1800mm 7 No 9,000.00 63,000.00

1.05 1800mm-2100mm 4 No 11,000.00 44,000.00

1.06 2100mm-2400mm 1 No 13,000.00 13,000.00

1.07 3000mm-3300mm 1 No 15,000.00 15,000.00

1.08 3300mm-3600mm 1 No 18,000.00 18,000.00

244,000.00 100% 244,000.00

2.00 Emptying Septic Tanks

2.01 Exhauster services 2 Tanks 7,000.00 14,000.00

14,000.00 100% 14,000.00

3.00 Angle line on loading bays edges

(Provisional)

3.01 100 x 100 x 3mm Mild steel angle fixed into

concrete work with lugs 32 Lm 1,178.40 37,708.80

3.02

100 x 50mm Rubber fenders: fastened to

angle line with bolts, nuts and washers 32 Lm 1,500.00 48,000.00

85,708.80 0% -

4.00 Fence around RTU's 170 Lm 300.00

4.01 Dig pits for columns 114 No 250.00 28,396.67

4.02 Mass concrete in column base: 300 x 300 x

600mm 6.13 Cm 12,000.00 73,604.16

4.03 50 x 50 x 3mm SHS columns: 2m Long 227 Lm 1,414.08 321,241.27

4.04 50 x 6mm Flat bar horizontal rails 341 Lm 707.04 240,930.95

4.05 12mm Diameter ribbed bar: vertical infill rails

at 150mm centres 1363 Lm 266.40 363,113.86

4.06 Primer on metal work: and three coats gloss

paint 409 Sm 350.00 143,119.20

4.07 800 x 1800mm High grill gate 4 No 20,000.00 80,000.00

1,250,406.10 50% 625,203.05

5.00 Fence in Electrical Mechanical Room 36 Lm 300.00

5.01 Dig pits for columns 24 No 250.00 6,000.00

5.02 Mass concrete in column base: 300 x 300 x

600mm 1.30 Cm 12,000.00 15,552.00

5.03 50 x 50 x 3mm SHS columns: 2m Long 48 Lm 1,414.08 67,875.84

5.04 50 x 6mm Flat bar horizontal rails 72 Lm 707.04 50,906.88

5.05 12mm Diameter ribbed bar: vertical infill rails

at 150mm centres 288 Lm 266.40 76,723.20

5.06 Primer on metal work: and three coats gloss

paint 86 Sm 350.00 30,240.00

5.07 800 x 1800mm High grill gate 4 No 20,000.00 80,000.00

327,297.92 50% 163,648.96

#####################

Page 6 of 84

154772097.xls.ms_office VARIATIONS6.00 Angle line with Zingar

Add New Design

6.01 40 x 40 x 4mm Angle finished with Zingar 773 Lm 1,475.00 1,140,175.00

6.02 Joint sealant between angle and epoxy 773 Lm 1,000.00 773,000.00

6.03 Ditto: between kerb and wall 773 Lm 1,000.00 773,000.00

6.04 Ditto: at construction joint 31 Lm 1,000.00 31,000.00

6.05

Concrete infill: between angle line and wall 773 Lm 600.00 463,800.00

6.06 Dowels along wall to hold kerb: 200mm long

Y10 bars @ 200mm centres 1425 Lm 150.00 213,750.00

6.07 Cut off dowels as instructed on site 1425 Lm 50.00 71,250.00

Omit BQ Provision

6.06 Mass concrete haunching -76 Cm 8,500.00 (646,000.00)

6.07 100 x 200mm Concrete kerb -1425 Lm 600.00 (855,000.00)

1,964,975.00 90% 1,768,477.50

7.00 Epoxy flooring area reduction

7.01 Areas not requiring epoxy -334 Sm 5,500.00 (1,837,000.00)

7.02 Epoxy skirting not required -1367 Lm 1,100.00 (1,503,700.00)

(3,340,700.00) 90% (3,006,630.00)

8.00 Retaining Walls with gabions 36 60

8.01 Concrete in strip footing 12 Cm 14,000.00 161,280.00

8.02 Reinforcement in assorted sizes 288 Kg 150.00 43,200.00

8.03 Formwork to sides of strip 38 Sm 600.00 23,040.00

8.04 200mm Thick machine cut stone 65 Sm 2,000.00 129,600.00

8.05 200mm Thick projecting piers 54 Sm 2,000.00 108,000.00

8.06

Gabions approx size 2m x 1.5m x 1m: in

heavy gauge chainlink: infilled with hardcore 24 No 10,800.00 259,200.00

8.07 Ditto: size 2m x 1.5m x 0.5m 24 No 7,200.00 172,800.00

8.08 Ditto: size 1m x 1.5m x 1m 48 No 7,800.00 374,400.00

1,271,520.00 100% 1,271,520.00

9.00 Gabions at generator area 36 60

9.01

Gabions approx size 2m x 1.5m x 1m: in

heavy gauge chainlink: infilled with hardcore 5 No 10,800.00 54,000.00

54,000.00 100% 54,000.00

10.00

24 25

10.01 Concrete in strip footing 6 Cm 14,000.00 82,320.00


10.03 Formwork to sides of strip 20 Sm 600.00 11,760.00

10.04 300mm Thick hollow blocks 196 Sm 2,000.00 392,000.00

10.05 Concrete infill to blocks 39 Cm 14,000.00 548,800.00

10.06 1 No Y 16 Bar in every pot 2477 Kg 150.00 371,616.00

10.07 Precast concrete coping 49 Lm 600.00 29,400.00

1,457,946.00 0% OMMITTED

11.00 Strutting and shoring existing building 36 60

11.01 150 x 50mm Timber 60 Lm 1,500.00 90,000.00

11.02 Props 20 No 2,500.00 50,000.00

140,000.00 100% 140,000.00

12.00 New Floor Drains

Hollow Block Retaining Walls (Provisional)

Page 7 of 84


UPVC Pipe

12.01 Pipework by Allied plumbers 145 Lm

12.02 Pipework by Allied plumbers 12 Lm

12.03 Excavate trench for pipe in compacted

harcore: 1.5m deep 157 Lm 1,200.00 188,400.00

12.04 Mass concrete bed and sorround to pipe 157 Lm 1,500.00 235,500.00

Shallow PCC drains

12.05 Shallow PCC drains 59 Lm 1,500.00 87,750.00

12.06 Cut slab to create drain 59 Lm 500.00 29,250.00

12.07 Make good after 59 Lm 500.00 29,250.00

Stainless steel open drain

12.08 Cut slab to create drain: 1000mm wide x

600mm deep average 21 Lm 500.00 10,500.00

12.09 Construct drain size 600 x 450mm High

overall: 150mm thick walls and floors:

reinforced with BRC 21 Lm 6,750.00 141,750.00

12.10 Stainless steel sheet lining to drain: by

plumber 21 Lm By plumber

722,400.00 100% 722,400.00

13.00 Electrical Installation ducts across road 43 Lm

13.01 Excavate trench for ducts across roads 43 Cm 500.00 21,250.00

13.02 Part return fill and compact remainder cart

away from site 43 Cm 500.00 21,250.00

13.03

150mm Diameter heavy gauge UPVC pipes 170 Lm 1,700.00 289,000.00

13.04 Mass concrete bed and sorround to pipes 21 Cm 12,000.00 255,000.00

13.05 Formwork to sides 43 Sm 600.00 25,500.00

13.06 Rectangular manhole 1500 x 1500 mm

internal dimensions : 1000 mm deep to invert

level 3 No 30,000.00 90,000.00

13.07 Standard triangular medium duty cast iron

manhole cover and frame 3 No 25,000.00 75,000.00

777,000.00 100% 777,000.00

14.00 Cable trench in electrical room 15 Lm

14.01 200mm Concrete floors 15 Sm 1,560.00 23,400.00

14.02 200mm Concrete walls 27 Sm 1,560.00 42,120.00

14.03 200mm Concrete cover slab 15 Sm 1,560.00 23,400.00

14.03 Formwork to sides & soffits 69 Sm 600.00 41,400.00

14.04 BRC on walls and slabs 57 Sm 450.00 25,650.00

14.05 50 x 50 x 3mm Angle line 30 Lm 589.20 17,676.00

173,646.00 100% 173,646.00

15.00 Concrete duct for pipes across road 10 Lm

15.01 Excavate trench for ducts across roads 10 Cm 500.00 5,000.00

15.02 Part return fill and compact remainder cart

away from site 10 Cm 500.00 5,000.00

15.03 200mm Concrete floors 10 Sm 2,800.00 28,000.00

15.04 200mm Concrete walls 18 Sm 2,800.00 50,400.00

15.05 200mm Concrete cover slab 10 Sm 2,800.00 28,000.00

15.05 Formwork to sides & soffits 46 Sm 600.00 27,600.00

15.06 BRC on walls and slabs 38 Sm 450.00 17,100.00

15.07 Cabro paving on top slab 10 Sm 1,500.00 15,000.00

176,100.00 100% 176,100.00

Page 8 of 84

154772097.xls.ms_office VARIATIONS16.00 Blocking door openings in cold room ( 2 No)

16.01 Make toothing along finished walls 10 Lm 500.00 4,800.00

16.02 200mm Thick walling 12 Sm 2,000.00 23,912.00

16.03 Plaster on walls 24 Sm 450.00 10,760.40

16.04 Epoxy paint 24 Sm 1,000.00 23,912.00

63,384.40 100% 63,384.40

17.00 Reducing door openings in cold room ( 2 No)


17.02 200mm Thick walling 4 Sm 2,000.00 8,296.00


17.04 Epoxy paint 8 Sm 1,000.00 8,296.00

25,125.20 100% 25,125.20

18.00 Reducing door openings to incubators


18.02 Concrete infill on sides 0.39 Cm 14,000.00 5,465.60

18.03 Mortar infill at the top 0.02 Cm 14,000.00 274.40


18.05 4 Y10 Bars 14.81 Kg 150.00 2,221.50

18.06 Y8 Stirrups at 200mm centres 12.32 Kg 150.00 1,848.00

18.07 Plaster to sides of infill 5.86 Sm 350.00 2,049.60

18.08 Mesh to hold plaster 5.86 Sm 350.00 2,049.60

18.01 Dmanji quote ref: DMC/206/SPN/11 dated 28th July 2011 is Kshs 56,525/= 18,260.70

x 21 Doors 383,474.70 100% 383,474.70

19.00 Infill panel above doors on passages


19.02 Concrete infill on sides 0.39 Cm 14,000.00 5,465.60

19.03 Mortar infill at the top 0.02 Cm 14,000.00 274.40


19.05 4 Y10 Bars 14.81 Kg 150.00 2,221.50

19.06 Y8 Stirrups at 200mm centres 12.32 Kg 150.00 1,848.00

19.07 Plaster to sides of infill 5.86 Sm 350.00 2,049.60

19.08 Mesh to hold plaster 5.86 Sm 350.00 2,049.60

19.09 100 x 50 x 3mm RHS beam along the top 2.55 Lm 1,414.08 3,605.90

19.10 Chromadeck infill panel at the top: size 2550 x

1700mm 4.34 Sm 10,000.00 43,350.00

65,216.60

x 2 Doors 130,433.21 50% 65,216.60

20.00 Chromadeck doors (Estimated costs)

20.01 Sliding doors at main entrances complete with

rollers and guide rails: size 3700 x 2550mm

High (Door has 150mm overlap on either side

of opening)2 No 611,250.00 1,222,500.00

20.02 Door at shipping docks overall size: 3400 x

2550mm High: fixed panel size 1800 x

2400mm High: sliding panel size 1900 x

2550mm high (sliding panel has 150mm

overlap on either side) 2 No 426,588.00 853,176.00

20.03 Sliding doors in cold rooms complete with

rollers and guide rails: size 1900 x 2550mm

High (Door has 150mm overlap on either side

of opening) 4 No 429,480.00 1,717,920.00

Page 9 of 84


Omit BQ Provision

20.04

Roller shutter doors: 4200 x 4000mm High -4 No 136,450.00 (545,800.00)

20.05 Painting roller shutters -135 Sm 250.00 (33,750.00)

3,214,046.00 50% 1,607,023.00

21.00 Chromadeck ceilings at canopies

21.01 7 Panesl 50mm x 3.52 4 No 117,311.00 469,244.00

21.02 200mm U Channel 4 No 9,200.00 36,800.00

21.03 Installation 4 No 17,250.00 69,000.00

21.03 Transport from Naivasha Item 17,250.00

21.04 Housing for staff Item 14,500.00

21.03 Dmanji attendance & profit 20.00 % 121,358.80

728,152.80 50% 364,076.40

22.00 Ablution shower cubicles (Allied Plumbers)

22.01 Alucobond partitions in ablutions: size 1600 x

1700 x 50mm Thick 10 No 143,000.00 1,430,000.00

22.02 20mm Diameter stainless steel curtain rail 20 Lm 1,000.00 20,000.00

22.03 Main contractors profit and attendance 7.50 % 108,750.00

OMMITTED 0% OMMITTED

23.00 Ablution shower cubicles (DManji)

Partitions in ablutions: size 1600 x 1700 x

50mm Thick 10 No

23.01 Concrete in columns 1.36 Cm 143,000.00 194,480.00

23.02 Formwork to sides of columns 27.20 Sm 1,000.00 27,200.00

23.03 Concrete in beams 1.28 No 143,000.00 183,040.00

23.04 Formwork to sides of beams 19.20 Lm 1,000.00 19,200.00


23.06 Solid concrete blocks infill 27 Sm 1,400.00 38,080.00

23.07 Plaster to sides of walls 54 Sm 350.00 19,040.00

23.08 Ceramic tiles on walls 54 Sm 1,500.00 81,600.00

618,080.00 100% 618,080.00

24.00 Ablution lockers (Ashut Engineering)

24.01 Double compartment lockers: size 1800 x 300

x 410mm: colour ivory 36 No 7,700.00 277,200.00


297,990.00 0% Sub-con valn

25.00 Advance external drainage works (Pioneer plumbers)

25.01 Excavations of trenches 112 No 768.00 86,016.00

25.02 150mm UPVC pipes 120 No 660.00 79,200.00

25.02 Preliminaries Item 50,000.00


231,357.20 100% Sub-con valn

26.00 Additional pipework (Allied Plumbers)

26.01 Supply and installation of standpipes Item 445,440.00

26.02 Supply and installation of compressed air

pipes Item 779,750.00

26.03 Supply and installation of humidification pipes

Item 684,380.00


Page 10 of 84

154772097.xls.ms_office VARIATIONS2,052,787.75 0% Sub-con valn

27.00 Plugging manholes in incubators

27.01 Cut openings on walls for ducts and make

good after sub-contractor 55 No

In M&E sub-

contract

27.02 Plugging manholes with concrete class 25:

and filling top with concrete with anti sagging

agent 77 No 10,000.00 770,000.00

770,000.00 100% 770,000.00

28.00

28.01 Bringdown existing wall 63 Sm 500.00 31,360.00

28.02 Construct masonry pillars in the middle and

sides 8 Sm 2,000.00 15,600.00

28.03 Cast concrete lintol: size 200 x 300mm above

pillars 22 Lm 2,400.00 53,760.00

28.04 Build masonry wall: above lintol 11 Sm 2,000.00 22,400.00

123,120.00 100% 123,120.00

29.00 Reduction of external door openings

(Opening reduced from 3.8m to 2.4m)

29.01 Cast concrete lintol: size 200 x 400mm above

pillars 24 Lm 3,200.00 76,800.00

29.02 Build masonry wall: above lintol 34 Sm 2,000.00 67,200.00


29.04 Painting 34 Sm 350.00 11,760.00

29.05 Key pointing externally 34 Sm 200.00 6,720.00

174,240.00 100% 174,240.00

30.00 Chromadeck cornice (estimated cost)

30.01 90 x 50mm Angle: on passages 228 Lm 1,000.00 228,000.00

30.02 75 x 40mm Angle: in rooms 732 Lm 822.00 601,704.00

829,704.00 100% 829,704.00

31.00 Stormwater drainage around hatchery

Add new design

Open drain around building 192 Lm

31.01 200mm Thick block wall 230 Sm 1,400.00 322,560.00

31.02 100mm Thick floor bed 96 Sm 850.00 81,600.00

31.03 BRC A142 96 Sm 300.00 28,800.00

31.04 150mm Thick hardcore 96 Sm 180.00 17,280.00

31.05 50mm Thick blinding 96 Sm 50.00 4,800.00

31.06 Plaster to sides of walls 461 Sm 350.00 161,280.00

Precast Concrete pipes

31.07 300mm Diameter precast concrete pipes:

under loading bay and ablution block42 Lm 4,200.00 176,400.00

31.08 Ditto: from building to open drain 0 Lm 4,200.00 0.00

31.09 Concrete sorround to pipes 42 Lm 3,600.00 151,200.00

31.10 Excavate trenches for storm drianage pipes

42 Lm 700.00 29,400.00

31.11 Standard rectangular manholes: with precast

concrete covers 2 No 35,000.00 70,000.00

Invert Block Drains along roads

31.12 300mm Diameter invert block drains 277 Lm 2,500.00 691,825.00

31.13 2 No Side slabs on one side 125 Sm 1,500.00 186,792.75

31.14 Excavate trenches for open storm drains 277 Lm 700.00 193,711.00

Piped drainage along roads

Make openings for large windows in Admin block

Page 11 of 84

154772097.xls.ms_office VARIATIONS31.15 300mm Diameter precast concrete pipes

under floor beds: loading bays 87 Lm 4,200.00 365,400.00

31.16 150mm Diameter UPVC pipe: under road (2

No pipes from building to IBD) 50 Lm 2,000.00 100,000.00

31.17 Excavate trenches for stormdrains 137 Lm 700.00 95,900.00

31.18 Mass concrete sorround to stormdrain 137 Lm 3,600.00 493,200.00

31.19 Standard manholes 3.00 No 20,000.00 60,000.00

31.20 Manhole covers 3.00 No 12,000.00 36,000.00

IBD replaced with OG pipe along road

31.21 Install IBD drains 23 Lm 2,500.00 57,500.00

31.22 Remove IBD drains 23 Lm 250.00 5,750.00

31.23 Allow credit for slavagable materials 23 Lm (1,250.00) (28,750.00)

31.23 450mm Diameter OG pipe 46 Lm 4,200.00 193,200.00

31.24 Mass concrete sorround to stormdrain 46 Lm 3,600.00 165,600.00

French Drain

31.25 150mm Diameter PVC perforated pipe 150 Lm 2,000.00 300,000.00


31.27 Polythene sorround to pipe 300 Sm 200.00 60,000.00

31.28 Gravel sorround to pipe 150 Lm 500.00 75,000.00

31.29 100mm blinding to receive french drain 150 Lm 350.00 52,500.00

31.30 French drain shifted towards building. Allow

for abortive base 20 Lm 350.00 7,000.00

Omit BQ Provision

31.31 Open stormwater drainage channel -201 Lm 8,000.00 (1,608,000.00)

31.32 Stormwater catch pit -1 No 50,000.00 (50,000.00)

2,600,948.75 90% 2,340,853.88

32.00 Stormwater drainage around switch room & generator room

Invert Block Drains

32.01 300mm Diameter invert block drains 26 Lm 2,500.00 65,000.00

32.02 2 No Side slabs on either side 23 Sm 1,500.00 35,100.00

32.03 Excavate trenches for open storm drains 26 Lm 700.00 18,200.00

French Drain

32.04 150mm Diameter PVC perforated pipe 26 Lm 2,000.00 52,000.00


32.06 Polythene sorround to pipe 52 Sm 200.00 10,400.00

32.07 Gravel sorround to pipe 26 Lm 500.00 13,000.00

32.08 50mm blinding to receive french drain 26 Lm 350.00 9,100.00

221,000.00 100% 221,000.00

33.00 Additional septic tank

33.01 Additional septic tank: 4m x 1.8m x 2.2m 1 No 243,020.00 243,020.00

243,020.00 0% -

34.00

34.01 Holding tank size 1.5m x 1.2m x 2m deep 1.50 1.20 2.00

34.02 Excavate pit for tank 25.76 Cm 300.00 7,728.00

34.03 Cart away arising 3.60 Cm 200.00 720.00

34.04 Backfill and compact selected materials

around foundations 22.16 Cm 100.00 2,216.00

34.05 150mm Thick hardcore 1.80 Sm 180.00 324.00

Grey water connection to waste water lagoon from loading bay

Page 12 of 84


34.06 50mm Bliding 1.80 Sm 50.00 90.00

34.07 200mm Thick concrete floor bed 1.80 Sm 1,800.00 3,240.00

34.08 200mm Thick concrete walls 10.80 Sm 2,800.00 30,240.00

34.09 150mm Thick concrete top 1.80 Sm 1,800.00 3,240.00

34.10 Y 12 Reinforcement bars 166.41 Kg 150.00 24,961.68



34.12 Formwork to soffits 1.80 Sm 600.00 1,080.00

34.13 Formwork to sides of walls 21.60 Sm 600.00 12,960.00

34.14 Chequered plate cover and frame to holding

tank: size 1200 x 600mm 1.00 No 8,640.00 8,640.00

34.15 Ditto: size 300 x 300mm 1.00 No 1,080.00 1,080.00

34.15 Waterproof plaster on walls 10.80 Sm 350.00 3,780.00

34.16 Waterproof screed 1.80 Sm 350.00 630.00

Pipework



34.18 150mm Diameter grey water drainage pipe:

under floor bed 42.00 Lm 1,200.00 50,400.00

34.19

Ditto: from end of floor bed to treatment plant 100.00 Lm 1,200.00 120,000.00

34.20 Concrete sorround to drainage pipe: at road

crossings 20.00 Lm 1,500.00 30,000.00

34.21 Excavate trenches for pipes 142.00 Lm 700.00 99,400.00

541,824.62 0% -

35.00

No pumping: grey water to flow by gravity



35.02 150mm Diameter grey water drainage pipe:

under floor bed 38.00 Lm 1,200.00 45,600.00

35.03

Ditto: from end of floor bed to treatment plant 200.00 Lm 1,200.00 240,000.00

35.04 Concrete sorround to drainage pipe: at road

crossings 238.00 Lm 1,500.00 357,000.00

35.05 Excavate trenches for pipes 238.00 Lm 700.00 166,600.00

1,129,200.00 0% -

36.00

36.01 Holding tank size 5m x 5m x 5m deep 5.00 5.00 5.00

36.02 Excavate pit for tank 259.70 Cm 300.00 77,910.00

36.03 Cart away arising 125.00 Cm 200.00 25,000.00

36.04 Extra for excavation in rock 196.00 Cm 1,500.00 294,000.00

36.04 Backfill and compact selected materials

aroudn foundations 134.70 Cm 100.00 13,470.00

36.05 300mm Thick hardcore 25.00 Sm 180.00 4,500.00

36.06 50mm Bliding 25.00 Sm 50.00 1,250.00

36.07 150mm Thick concrete floor bed 25.00 Sm 1,800.00 45,000.00

36.08 BRC A 142 25.00 Sm 450.00 11,250.00

36.09 200mm Thick concrete walls 100.00 Sm 1,700.00 170,000.00

36.10 150mm Thick concrete top 25.00 Sm 1,800.00 45,000.00

Grey water connection to waste water lagoon from septic tank serving ablution block

Holding Tank next to treatment plant (5m x 5m x 5m)

Page 13 of 84


36.11 Assorted bars reinforcement 1,875.00 Kg 150.00 281,250.00

36.12 Formwork to soffits 25.00 Sm 400.00 10,000.00

36.13 Manhole cover and frame to holding tank 1.00 No 12,000.00 12,000.00

36.14 Waterproof plaster on walls 100.00 Sm 350.00 35,000.00

36.15 Waterproof screed 25.00 Sm 350.00 8,750.00

1,034,380.00 75% 775,785.00

37.00 Raft slab to carry treatment plant 15.00 9.00

37.01 Excavate to remove cotton soil 41 Cm 300.00 12,150.00

37.02 Cart away excavated materials 41 Cm 200.00 8,100.00

37.03 Excavate trenches for strip footing 23 Cm 300.00 6,912.00

37.04 Part return fill and compact, remainder cart

away 23 Cm 100.00 2,304.00

37.05 Mass concrete in strip footing 6 Cm 8,500.00 48,960.00

37.06 200mm Thick foundation walling 86 Sm 1,400.00 120,960.00

37.07 Hardcore filling 41 Cm 1,200.00 48,600.00

37.08 250mm Thick floor bed 135 Sm 2,125.00 286,875.00

37.09 Concrete haunching 6 Cm 8,500.00 49,725.00

37.09 Y 16 Bars 3332 Kg 150.00 499,809.30

37.10 Y 12 Bars 1767 Kg 150.00 265,041.36

37.10 Screed finish 135 Sm 350.00 47,250.00

37.11 Render on exposed walls 24 Sm 350.00 8,400.00

37.12 Formwork to edges of floor bed: 75-150mm

wide 48 Lm 60.00 2,880.00

1,407,966.66 90% 1,267,169.99

38.00 Washing Bay Shed (Steel Structures)

10m wide x 6m Long x 4m High

38.01 Main Steelwork Item 485,950.00

38.02 Pre-painting of roofing sheets Item Not required

38.03 4 No Polycarbonate sheets Item Not required

38.04 Safety frames: (4 No) Item Not required

38.05 Super polynum D/S roof insulation Item 63,400.00

38.06 Cyclones Roof Ventilators ( 2 No) Item Not required

38.07 Allow a provisional sum for foundations and

painting Item 50,000.00

38.08 Main Contractor's Profit & attendance Item 7.5% 41,201.25

640,551.25 0% -

39.00 Washing Bay Shed (Floor) 15.13 14.00





away 28 Cm 100.00 2,796.48





Page 14 of 84

154772097.xls.ms_office VARIATIONS39.09 BRC A 142 212 Sm 300.00 63,546.00

39.10 Screed finish 212 Sm 350.00 74,137.00



wide 58 Lm 60.00 3,495.60

39.13 Road channel edging (3 sides) 43 Lm 900.00 38,817.00

785,716.12 0% -

40.00 Additional builders work

40.01 Additional builders work Item 750,000.00

750,000.00 100% 750,000.00

41.00 Aluminium Windows in admin & ablution 25,000.00

41.01 3000 x 1500mm: Fixed 4.00 No 112,500.00 450,000.00

41.02 3000 x 1500mm: Sliding 2.00 No 112,500.00 225,000.00

41.03 1500 x 1500mm: Fixed 1.00 No 56,250.00 56,250.00

41.04 1500 x 1500mm: Sliding 1.00 No 56,250.00 56,250.00

41.05 1000 x 1500mm: Fixed 1.00 No 37,500.00 37,500.00

41.06 1000 x 1500mm: Sliding 1.00 No 37,500.00 37,500.00

Windows in ablution

41.07 2000 x 900mm 4.00 No 45,000.00 180,000.00

41.08 600 x 900mm 6.00 No 13,500.00 81,000.00

41.09 Precast concrete window cill 11.60 No 200.00 2,320.00

Omit BQ provision

41.10 Steel casement windows (16.00) No 2,970.00 (47,520.00)

41.11 Burglar proofing (9.00) Sm 3,500.00 (31,500.00)

41.12 Glazing (9.00) Sm 1,400.00 (12,600.00)

41.13 Painting (18.00) Sm 250.00 (4,500.00)

41.14 Precast concrete window cill (10.00) Lm 200.00 (2,000.00)

1,027,700.00 95% 976,315.00

42.00

Doors in Hatchery building

42.01 900 x 2400mm High 2.00 No 54,000.00 108,000.00

42.02 1500 x 2400mm High 1.00 No 90,000.00 90,000.00

Doors in Ablution

42.03 900 x 2400mm High 10.00 No 54,000.00 540,000.00

Omit BQ Provision

42.04 Timber doors (1.00) Item 239,000.00 (239,000.00)

42.05 Timber frames (1.00) Item 132,225.00 (132,225.00)

42.06 Painting to doors (1.00) Item 35,550.00 (35,550.00)

331,225.00 0% -

43.00 Walling remeasurement

Hatchery walls

43.01 200mm External walls 1,042.00 Sm 1,400.00 1,458,800.00

43.02 Eaves filling 236.00 Sm 1,400.00 330,400.00

43.03 200mm Thick Internal walls 1,678.00 Sm 1,400.00 2,349,200.00

Ablution walls

43.04 200mm External walls 150.00 Sm 1,400.00 210,000.00

43.05 Eaves filling 16.20 Sm 1,400.00 22,680.00

43.06 200mm Thick Internal walls 39.00 Sm 1,400.00 54,600.00

43.07 100mm Thick Internal walls 65.00 Sm 1,000.00 65,000.00

Omit BQ Provision

Windows in Hatchery building (double glazed)

Aluminium Doors in Admin & ablution (double glazed)

Page 15 of 84


43.08 200mm External walls (1,143.00) Sm 1,400.00 (1,600,200.00)

43.09 200mm Thick Internal walls (2,004.00) Sm 1,400.00 (2,805,600.00)

43.10 150mm Thick Internal walls (64.00) Sm 1,200.00 (76,800.00)

43.11 100mm Thick Internal walls (82.00) Sm 1,000.00 (82,000.00)

(73,920.00) 100% (73,920.00)

44.00 Electrical Cupboards Filling 6.00

44.01 200mm Thick walling to reduce height of

electrical cupboard 6.48 Sm 2,000.00 12,960.00

44.02 100mm Thick slab 4.86 Sm 1,500.00 7,290.00

44.03 Cement screed 4.86 Sm 350.00 1,701.00

44.04 Hardcore filling 5.83 Cm 2,000.00 11,664.00

44.05 Plaster on walls 6.48 Sm 350.00 2,268.00

35,883.00 100% 35,883.00

45.00 Electrical Cupboards doors 6.00 15,000.00

White powder coated aluminium doors

45.01 900 x 1500mm 6.00 No 20,250.00 121,500.00

45.02 900 x 1600mm 6.00 No 21,600.00 129,600.00

251,100.00 0% -

46.00 Solar water heating (Chloride Exide) 6.00

46.01 Solar MS300 Litre Direct Cylinder 5.00 No 170,000.00 850,000.00

46.02 Plumbing materials and accessories 5.00 No 8,800.00 44,000.00

46.03 Installation and commissioning 5.00 No 10,100.00 50,500.00

46.04 Timer switch 3.00 No 5,200.00 15,600.00

46.05 Main contractor's profit and attendance 7.50% 72,007.50

1,032,107.50 0% Sub-con Valn

47.00

Add new sum

47.01 Ryce Engineering sub-contract Item 19,343,480.00

47.02 Main Contractor's profit and attendance 7.50% 1,450,761.00

Omit amount in sub-contract

47.03 Deduct master power sub-contract (24,000,000.00)

47.04 Main Contractor's profit and attendance 7.50% (1,800,000.00)

(5,005,759.00) 0% Sub-con Valn

48.00

48.01 10,000 Ltr plastic tanks 2.00 No 286,450.00 572,900.00

48.02 Provisional sum for tank base 2.00 No 50,000.00 100,000.00

48.02 Main Contractor's profit and attendance 7.50% 42,967.50

715,867.50 0% Sub-con Valn

49.00 2000 Ltr Tank Plinth 9.44 3.14

Circular plinth 9m diameter





away 36 Cm 100.00 3,556.99





Generator supply and Installation (Ryce Motors)

2 No 10,000 Ltr tanks (provisional)

Page 16 of 84

154772097.xls.ms_office VARIATIONS49.09

Mass concrete thicknessing under floor bed 3 Cm 8,500.00 23,373.91

49.10 BRC A 142 70 Sm 300.00 20,986.25

49.11 Screed finish 70 Sm 350.00 24,483.96



wide 30 Lm 60.00 1,778.50


333,985.34 100% 333,985.34

50.00

50.01 Eaves screen by Steel Structures Item 2,417,500.00


2,598,812.50 0% -

51.00

51.01 Concrete class 25 3.60 Cm 15,000.00 54,000.00

51.02 Formwork on sides 48.00 Sm 700.00 33,600.00

51.02 50mm Plaster on expanded metal 3.60 Sm 500.00 1,800.00

89,400.00 100% 89,400.00

52.00

52.01 Prepare and apply three coats emulsion paint 5,928.00 Sm 250.00 1,482,000.00

1,482,000.00 100% 1,482,000.00

53.00

11.00 8.70

53.01 200mm Thick walls: 1 m high 39.40 Sm 350.00 13,790.00

53.02 Precast concrete coping 39.40 Lm 600.00 23,640.00

53.03 Grille fence above as in plinths 23.64 Sm 6,115.77 144,576.83

182,006.83 0% -

54.00

Add New Quantities

54.01 Porcelain floor tiles 270.00 Sm 1,800.00 486,000.00

54.02 Porcleain skirting 174.00 Lm 600.00 104,400.00

54.03 Cement screed 270.00 Sm 350.00 94,500.00

54.03 White glazed wall tiles 296.00 Sm 1,500.00 444,000.00

54.04 Cement/sand backing 296.00 Sm 350.00 103,600.00

Omit BQ Quantities

54.05 Ceramic floor tiles (124.00) Sm 1,500.00 (186,000.00)

54.06 Cement screed (124.00) Sm 350.00 (43,400.00)

54.07 White glazed wall tiles (216.00) Sm 1,500.00 (324,000.00)

54.08 Cement/sand backing (216.00) Sm 300.00 (64,800.00)

54.09 Border tile (111.00) Lm 300.00 (33,300.00)

581,000.00 0% -

55.00

55.01 1600mm Long air curtain 2.00 No 59,500.00 119,000.00


127,925.00 0% -

56.00

56.01 Quotation from Allied plumbers 1.00 No 1,288,972.00 1,288,972.00

56.02 Omit bulk fuel tank in elec costplan (1.00) No 600,000.00 (600,000.00)

as per Mr Roopra e-mail of 8th aug 2011

56.03 Saving on Fuel transfer system (1.00) No 450,000.00 (450,000.00)

Bulk and Day Oil Fuel tanks (Additional cost)

Air Curtains installation (Northstar)

Encasing of external corner columns

Emulsion paint undercoat before epoxy

Generator room sides enclosure

Tiling remeasurement

Eaves Screen by Steel structures (Estimated cost)

Page 17 of 84

154772097.xls.ms_office VARIATIONSas per Mr Roopra e-mail of 8th aug 2011


256,894.90 0% -

57.00 Chromadeck ceilings

57.01 125mm Thick chromadeck panels 2500 Sm 7,500.68 18,751,710.00

19,136,529.90 90% 17,222,876.91

58.00 RTU Plinths (Type 1) 4.50 3.00


58.02 Cart away excavated materials 4 Cm 200.00 810.00



away 7 Cm 100.00 720.00





58.09 BRC A 142 14 Sm 300.00 4,050.00

58.10 Screed finish 14 Sm 350.00 4,725.00



wide 15 Lm 60.00 900.00

67,177.50

X 3 No 201,532.50 100% 201,532.50

59.00 RTU Plinths (Type 2) 3.50 2.50

59.01 Excavate to remove cotton soil 3 Cm 300.00 787.50




away 6 Cm 100.00 576.00





59.09 BRC A 142 9 Sm 300.00 2,625.00

59.10 Screed finish 9 Sm 350.00 3,062.50



wide 12 Lm 60.00 720.00

48,750.25

X 7 No 341,251.75 100% 341,251.75

60.00 Chiller plinths (Type 1 - demolished) 11.00 1.50





away 12 Cm 100.00 1,200.00

Page 18 of 84

154772097.xls.ms_office VARIATIONS60.05 Mass concrete in strip footing 3 Cm 8,500.00 25,500.00




60.09 BRC A 142 17 Sm 300.00 4,950.00

60.10 Screed finish 17 Sm 350.00 5,775.00



wide 25 Lm 60.00 1,500.00

97,352.50 100% 97,352.50

61.00 Chiller plinths (Type 2 - New design) 8.00 3.80





away 11 Cm 100.00 1,132.80





61.09 BRC A 142 30 Sm 300.00 9,120.00

61.10 Screed finish 30 Sm 350.00 10,640.00



wide 24 Lm 60.00 1,416.00

127,997.20 100% 127,997.20

62.00 Terracing/benching behind hatchery 100.00 Lm



62.03 Supply red soil mixed wityh manure 24 Cm 1,800.00 43,200.00

62.04 Spread and level red soil 840 Sm 140.00 117,600.00

370,800.00 100% 370,800.00

63.00 Loading bays at the front (2 No) 16.10 7.00





away 22 Cm 100.00 2,217.60





63.09 BRC A 142 113 Sm 300.00 33,810.00

63.10 Screed finish 113 Sm 350.00 39,445.00


Page 19 of 84



wide 46 Lm 60.00 2,772.00


484,789.90

X 2 No 969,579.80 100% 969,579.80

64.00 Loading bays at the sides (2 No) 15.13 14.00





away 28 Cm 100.00 2,796.48





64.09 BRC A 142 212 Sm 300.00 63,546.00

64.10 Screed finish 212 Sm 350.00 74,137.00



wide 58 Lm 60.00 3,495.60


785,716.12

X 2 No 1,571,432.24 100% 1,571,432.24

65.00 Rear entrance ( 1 No) 7.00 6.00





away 12 Cm 100.00 1,248.00





65.09 BRC A 142 42 Sm 300.00 12,600.00

65.10 Screed finish 42 Sm 350.00 14,700.00



wide 26 Lm 60.00 1,560.00


222,512.00 0% -

65.00 Enlargment of loading bays at the front 4.00 1.00

65.01 Carefully bring down existing walls 9 Sm 250.00 2,250.00

65.02 Excavate trenches for strip footing 2 Cm 300.00 720.00


away 2 Cm 100.00 240.00

Page 20 of 84

154772097.xls.ms_office VARIATIONS65.04 Mass concrete in strip footing 1 Cm 8,500.00 5,100.00


20,910.00

X 2 No 41,820.00 100% 41,820.00

66.00 Reduction of shipping docks at the sides 4.00 1.00

66.01 Carefully bring down existing walls 9 Sm 250.00 2,250.00

66.02 Excavate trenches for strip footing 2 Cm 300.00 720.00


away 2 Cm 100.00 240.00



20,910.00

X 2 No 41,820.00 100% 41,820.00

66.00 Enlargement of road 'B'

Channel shifted on one side of road to widen road

66.01 Carefully remove existing channels 25 Lm 250.00 6,250.00

66.02 Relay channel on new position 25 Lm 900.00 22,500.00

66.03 Allow credit for salvagable materials -25 Lm 450.00 (11,250.00)

17,500.00 100% 17,500.00

67.00 Crusher run around generator room 25.00 21.00 930mm deep

25m x 21m x 930mm deep average. Exclude gen & switch room




67.04 Crusher rum 372 Sm 250.00 93,000.00

681,200.00 100% 681,200.00

68.00 Hardcore supplied to support existing

hatchery

68.01 Supply of hardcore to uphold soil 4 Trucks 14,000.00 56,000.00

56,000.00 100% 56,000.00

69.00 Roof slab between ablution and hatchery

69.01 150mm Thick slab 17 Sm 1,275.00 21,675.00

69.02 Formwork to soffits 17 Sm 400.00 6,800.00

69.03 Reinforcement in assorted sizes 255 Sm 85.00 21,675.00

69.04 Plaster to soffits 17 Sm 350.00 5,950.00

69.05 Screed to top 17 Sm 350.00 5,950.00

69.06 APP waterproofing membrane 17 Sm 1,500.00 25,500.00

87,550.00 100% 87,550.00

70.00 Grille door at passage to ablution

70.01

Grille door size 2000 x 2700mm high overall 1 No 54,000.00 54,000.00

70.02 Prepare and apply primer and three coats

gloss paint on metalwork 11 Sm 250.00 2,700.00

56,700.00 0% -

71.00 Wall at the end of the passage 2.65

71.01 Excavate trenches for strip footing 5.72 Cm 300.00 1,717.20


away 5.72 Cm 100.00 572.40

Page 21 of 84

154772097.xls.ms_office VARIATIONS71.03 Concrete in strip footing 0.32 Cm 8,500.00 2,703.00

71.04 Formwork to sides of strip 1.06 Sm 400.00 424.00

71.05 200mm Thick foundation walling 4.77 Sm 1,400.00 6,678.00

71.04 200mm Thick superstructure walling 7.16 Sm 1,400.00 10,017.00

71.01 Plaster on walls one side 7.16 Sm 350.00 2,504.25

71.02 Three coats emulsion paint on wall 7.16 Sm 350.00 2,504.25

27,120.10 100% 27,120.10

72.00 Electrical control board plinths 2.00 0.60

72.01 Excavate to remove cotton soil 0.36 Cm 300.00 108.00

72.02 Cart away excavated materials 0.36 Cm 200.00 72.00

72.03 Excavate trenches for strip footing 2.50 Cm 300.00 748.80


away 2.50 Cm 100.00 249.60

72.05 Mass concrete in strip footing 0.62 Cm 8,500.00 5,304.00


72.07 Hardcore filling 0.36 Cm 1,200.00 432.00

72.08 150mm Thick floor bed 1.20 Sm 1,275.00 1,530.00

72.09 BRC A 142 1.20 Sm 300.00 360.00

72.10 Screed finish 1.20 Sm 350.00 420.00

72.11 Render on exposed walls 2.60 Sm 350.00 910.00


wide 5.20 Lm 60.00 312.00

23,550.40 100% 23,550.40

73.00 Boiler room plinths 1.30 1.30 0.10 0.13

73.01 Concrete in plinths 0.17 Cm 8,500.00 1,436.50

73.02 BRC A 142 1.69 Sm 300.00 507.00

73.03 Formwork on sides: 75-150mm 5.20 Sm 60.00 312.00

73.04 Screed finish on top 1.69 Sm 350.00 591.50

2,847.00 100% 2,847.00

74.00 Extension of generator room 11.00 1.30

Width increased from 8.7m to 10m

74.01 Excavate to remove cotton soil 4.29 Cm 300.00 1,287.00

74.02 Cart away excavated materials 4.29 Cm 200.00 858.00

74.03 Excavate trenches for strip footing 11.81 Cm 300.00 3,542.40


away 11.81 Cm 100.00 1,180.80

74.05 Mass concrete in strip footing 2.95 Cm 8,500.00 25,092.00


74.07 Hardcore filling 4.29 Cm 1,200.00 5,148.00

74.08 150mm Thick floor bed 14.30 Sm 1,275.00 18,232.50

74.09 BRC A 142 14.30 Sm 300.00 4,290.00

74.10 Screed finish 14.30 Sm 350.00 5,005.00

74.11 Render on exposed walls 12.30 Sm 350.00 4,305.00


wide 24.60 Lm 60.00 1,476.00

132,408.70 100% 132,408.70

Page 22 of 84


TOTAL VARIATIONS CARRIED TO SUMMARY 38,359,921.12

Page 23 of 84

KENCHIC HATCHERY, MOMBASA ROAD

BUDGET UPDATE

6 SEPTEMBER 2010

Item Description Qnty Unit Rate Kshs Qnty Unit Rate Kshs

BILL NO. 2

SITE PREPARATION

The tenderer is deemed to have examined Architectural and structural drawings, visited the site and

ascertained the nature and extent of works to be demolished and value of salvageable materials as descibed

below

A Allow for re-routing or relocation of existing services including existing roads, sewer line, septic tank, manholes, fence

and gates, containers, oil tank, etc ITEM 2,000,000 ITEM 2,000,000

B Allow for demolition of existing changing rooms; approximately 17.4 m long x 3.4m wide on plan ITEM 100,000 ITEM 100,000

C Allow for any incidental demolitions ITEM 300,000 ITEM 300,000

2,400,000 2,400,000

BILL NO. 3

ELEMENT NO. 1: SUBSTRUCTURE (PROVISIONAL)

A Clear site off all vegetation including small trees, scrubs and bushes 3,541 SM 60 212,437 3,842 SM 60 230,520

EARTHWORKS

B Excavate to remove top vegetable soil and cart away from site; average depth of 200mm 3,541 SM 120 424,873 3,842 SM 120 461,040

C Mass excavation to remove black cotton soil commencing from reduced level: not exceeding 1.5 m deep and cart

away from site 3,910 CM 300 1,173,000 2,715 CM 300 814,500

D Ditto exceeding 1.5m but not exceeding 3.0m deep (Average of 0.5m) and cart away from site 1,770 CM 400 708,122 4,817 CM 400 1,926,800

E Excavate pits for column bases commencing from reduced level: exceeding 1.5m but not exceeding 3.0m deep

(Average of 0.5m) 70 CM 300 21,000 70 CM 300 21,000

REVISEDDMANJI

TOTAL FOR SITE PREPARATION CARRIED TO MAIN SUMMARY

F Excavate foundation trenches commencing from reduced level: exceeding 1.5m but not exceeding 3.0m deep

(Average of 0.5m) 199 CM 300 59,700 199 CM 300 59,700

G Return, fill and ram selected soil in foundations 87 CM 100 8,700 87 CM 100 8,700

H Remove surplus spoil from site to a location approved by the NCC authority 182 CM 200 36,400 182 CM 200 36,400

J Extra over all excavations and earthworks for breaking up rock at any point 70 CM 1,500 105,000 70 CM 1,500 105,000

Carried to Collection 2,749,232 3,663,660

CONCRETE

Plain concrete class 15/40 :in

A 50 mm Thick blinding to strip foundations 397 SM 325 129,025 397 SM 325 129,025

B Ditto to column bases for stub columns 140 SM 325 45,500 140 SM 325 45,500

Reinforced concrete class 25/20:(1:1.5:3) vibrated: in.

C Strip foundations 79 CM 8,500 671,500 79 CM 8,500 671,500

D Column bases 56 CM 8,500 476,000 56 CM 8,500 476,000

E Substructural stub columns 42 CM 8,500 357,000 42 CM 8,500 357,000

F 150 mm thick floor bed : finished to receive "sika floor" system 3,490 SM 1,275 4,449,750 3,490 SM 1,275 4,449,750

G Ditto 150 mm thick floor bed ramp 32 SM 1,275 40,800 32 SM 1,275 40,800

H Steps 2 CM 8,500 17,000 2 CM 8,500 17,000

J Hounching 76 CM 8,500 646,000 76 CM 8,500 646,000

Reinforcement (Provisional)

Mild steel reinforcement bars: hot rolled: to BS 4449: including bends, hooks, tying wire, distance blocks and

spacers

K 8 mm Bars 2,642 KG 90 237,780 2,642 KG 90 237,780

High tensile, square twisted bar reinforcement to BS 4461

L 8 mm Bars 4,886 KG 90 439,740 4,886 KG 90 439,740


A 10 mm Bars 3,928 KG 85 333,880 3,928 KG 85 333,880

B 12 mm Bars 3,124 KG 85 265,540 3,124 KG 85 265,540

C 16 mm Bars 3,320 KG 85 282,200 3,320 KG 85 282,200

D Mesh reinforcement No. A252 weighing 7.40 kg per square metre: in floor slab: including all necessary supports:

allow for laps and bonding to existing slabs 3,112 SM 750 2,334,000 3,112 SM 750 2,334,000

E Mesh reinforcement No. A142 weighing 2.22 kg per square metre: in floor slab: including all necessary supports:

allow for laps and bonding to existing slabs 410 SM 300 123,000 410 SM 300 123,000

Sawn formwork: to

F Sides: strip foundation 265 SM 400 106,000 265 SM 400 106,000

G Sides: column bases 149 SM 400 59,600 149 SM 400 59,600

H Sides: substructural stub columns 341 SM 400 136,400 341 SM 400 136,400

J Edges of surface bed: over 75 mm but not exceeding 150mm girth 434 LM 60 26,040 434 LM 60 26,040

K Ditto to edges of risers in steps: over 150 mm but not exceeding 225mm girth 58 LM 90 5,220 58 LM 90 5,220

L Ditto to curved edges of the hauching at the radius of 200mm: over 225 mm but not exceeding 300mm girth

1,425 LM 120 171,000 1,425 LM 120 171,000

Walls

M 200 mm Thick natural local stone foundation walls: bedded and jointed in cement and sand (1:4) mortar

1,819 SM 1,400 2,546,600 1,819 SM 1,400 2,546,600


Hardcore

A 300mm thick Approved hardcore fill: well watered and compacted in 150 mm thick (max) layers 3,390 SM 360 1,220,400 3,763 SM 360 1,354,680

Granular fill

B Approved granular fill: well watered and compacted in 150 mm thick (max) layers to 95% MDD AASHTO T99

3,910 CM 900 3,519,000 3,125 CM 900 2,812,500

Anti-termite Treatment

C Dragnet FT' anti-termite chemical treatment: applied by Insecta ltd. or other approved professional pest control

specialist: applied strictly in accordance with the manufacturer's instructions: 10 year guarantee

3,522 SM 100 352,200 3,763 SM 100 376,300

Blinding

D 50 mm Thick approved quality quarry dust blinding to surfaces of hardcore 3,522 SM 50 176,100 3,763 SM 50 188,150

DPM

E Gauge 500 polythene damp proof membrane 3,522 SM 150 528,300 3,280 SM 150 492,000

Plinth Finishes

25 mm Thick cement and sand (1:4) rendering: on concrete or stonework: wood float finished: to

F Plinths: externally 434 SM 350 151,900 434 SM 350 151,900


Prepare surfaces and apply undercoat and two finishing coats black bitumastic or other equal approved

water resistant paint: on rendered surfaces: to

A Plinths: externally 434 SM 200 86,800 434 SM 200 86,800

Expansion joint: "Styropore" or other equal and approved

B Flexcell in 150mm girth 496 LM 300 148,800 496 LM 300 148,800

C 20 x 20mm deep 'Sika flex pro-2HP joint sealant' or equal and approved 496 LM 1,000 496,000 496 LM 1,000 496,000

D 600mm long Y12mm diameter dowel bars deponded on one end with plastic sleeve 512 NO 200 102,400 512 NO 200 102,400

Construction joint

E 8mm wide reamed joint with 8mm dia bond breaking cord 100 LM 500 50,000 100 LM 500 50,000

F Approved polyurethene joint sealant 100 LM 1,000 100,000 100 LM 1,000 100,000

G 600mm long Y12mm diameter dowel bars deponded on one end with plastic sleeve 101 NO 200 20,200 101 NO 200 20,200


Collection

From page 2/1 2,749,232 3,663,660

From page 2/2 7,510,095 7,510,095

From page 2/3 6,389,480 6,389,480

From page 2/4 5,947,900 5,375,530

From page 2/5 1,004,200 1,004,200

TOTAL FOR SUBSTRUCTURE CARRIED TO BUILDERS WORK SUMMARY 23,600,907 23,942,965

ELEMENT NO. 2: WALLING

EXTERNAL WALLS

Natural machine cut stone walls as local approved stone: : bedded, jointed and pointed in cement sand (1:3)

mortar: flush horizontal joints :in

A 200 mm Thick walls 1,143 Sm 1,400 1,600,200 1,143 Sm 1,400 1,600,200

B Ditto 200 mm Thick gable walls 9 Sm 1,400 12,600 9 Sm 1,400 12,600

Horizontal bituminous hessian base to BS 743 type A: or other equal approved damp-proof course: in

cement/ sand (1:3) mortar: to

C 200 mm Wide: under walling 302 Lm 300 90,600 302 Lm 300 90,600

INTERNAL WALLS

Natural machine cut stone walls as local approved stone: : bedded, jointed and pointed in cement sand (1:3)

mortar :in

D 200 mm Thick : ditto 2,004 Sm 1,400 2,805,600 2,004 Sm 1,400 2,805,600

E 150 mm Thick : ditto 64 Sm 1,200 76,800 64 Sm 1,200 76,800

F 100 mm Thick : ditto 82 Sm 1,000 82,000 82 Sm 1,000 82,000

Plenum Walls Above Hatchers

G 80 mm thick plenum walls : comprising 20g galvanised steel studs : low density polyurethane insulation and

chromadek skin 305 Sm 4,500 1,372,500 305 Sm 4,500 1,372,500


Precast Concrete Copping

A 350mm wide x 50mm Thick P.C.C on parapet walling 18 Lm 550 9,900 18 Lm 550 9,900

Bituminous hessian base to BS 743 type A: or other equal approved damp-proof course: in cement/ sand

(1:3) mortar

B 200 mm wide 797 Lm 300 239,100 797 Lm 300 239,100

C 150 mm wide 29 Lm 225 6,525 29 Lm 225 6,525

D 100 mm Thick : ditto 37 Sm 150 5,550 37 Sm 150 5,550

Balustrading

E 100mm wide x 200mm high concrete kerb / skirting to Engineers detail 1425 LM 600 855,000 1425 LM 600 855,000

E 450mm high balustrading comprising 42.5mm dia CHS stainless steel balusters at 500mm centres fixed on to

concrete with 10mm dia galvernised mild steel bolt, nut and washer; including all necessary

1425 LM 5,760 omitted 1425 LM 5,760 omitted


Collection

From page 2/7 6,040,300 6,040,300

From page 2/8 1,116,075 1,116,075

TOTAL FOR WALLING CARRIED TO BUILDERS WORK SUMMARY 7,156,375 7,156,375

ELEMENT NO. 3: SUPERSTRUCTURE CONCRETE AND STEEL WORK

Insitu reinforced concrete class 25 /20: (1:1.5:3) vibrated: in

A Columns 2 Cm 8,500 17,000 2 Cm 8,500 17,000

B Beams 95 Cm 8,500 807,500 95 Cm 8,500 807,500

C Lintols 2 Cm 8,500 17,000 2 Cm 8,500 17,000

Steel reinforcement ( Provisional )

Mild steel reinforcement bars: hot rolled: to BS 4449: including bends, hooks, tying wire, distance blocks and

spacers

D 8 mm Bars 2,030 Kg 90 182,700 2,030 Kg 90 182,700

High yield square twisted steel bar reinforcement to BS 4461 and KS 02-22:1976: including bends, hooks,

tying wire, distance blocks and spacers

E 10 mm Bars 2,411 Kg 85 204,935 2,411 Kg 85 204,935

F 12 mm Bars 3,822 Kg 85 324,870 3,822 Kg 85 324,870

G 16 mm Bars 1,633 Kg 85 138,805 1,633 Kg 85 138,805

Hoop iron: cast into columns

H 25mm wide x 2mm thick x 500mm long: spaced at 400mm vertically 155 No. 50 7,750 155 No. 50 7,750


Sawn formwork: to

A Sides and soffits: beams and lintols 1,185 Sm 400 474,000 1,185 Sm 400 474,000

B Sides: columns 30 Sm 400 12,000 30 Sm 400 12,000

Structural UB Steel Columns

Structural mild steel grade 43C; allow for SFW continous welding: 3mm blanked ends: all connections,

cheats, bolts to structural Engineers details: one coat zinc chromate shop primed

The following in UB steel columns

C UB 356 x 171 x 45 S275 279 LM - 279 LM -

D UB 203 x 133 x 30 S275 184 LM - 184 LM -

E 600 x 400 x 40mm thick base plate with 4no 22mm dia holes 48 No. - 48 No. -

F 450 x 300 x 25mm thick base plate with 4no 22mm dia holes 14 No. - 14 No. -

G 20dia x 575long HD bolts with nuts and washers 192 No. - 192 No. -

H 20dia x 525long HD bolts with nuts and washers 56 No. - 56 No. -

Carried to Collection below 486,000 486,000

Collection

From page 2/9 1,700,560 1,700,560

From above 486,000 486,000

TOTAL FOR SUPERSTRUCTURE CARRIED TO BUILDERS WORK SUMMARY 2,186,560 2,186,560

ELEMENT NO. 4: ROOF

ROOF COVERING

Covering

A IT5 pre-coated roofing sheets on RHS rafters ;trusses and Z purlins on R.C ring beam wall plate (m.s) 3,612 S.M - 3,612 S.M -

B Ditto sheet cladding on gable walls above the ring beam 92 S.M - 92 S.M -

C Ditto standard ridge / hip tile 117 L.M - 117 L.M -

Sisalation

D Super sisalation with reinforced aluminium foil on one side; heavy grade 420 as available from mabati Rolling Mills or

equal: lapped and jointed with adhesive tape: 1.50mm galvernized staining wires at 400mm centres fixed under roof

covering 3,704 S.M - 3,704 S.M -

Plain galvanised mild steel flashing with 75mm lapped and soldered joints

E 24gauge x 380mm girth flushing with one end built into grooves and the other dressed over roof 234 L.M - 234 L.M -

Carried to Collection below - -

Structure

Supply and assemble and weld structural RHS; Z and SHS steel roof structure incorporating complete with

fixing including all necessary cutting, boring in cleats and red oxide

A UB 356 x 171 x 45 S275 rafters 606 L.M - 606 L.M -

B Ditto 50 x 50 x 4 SHS rafters 45 L.M - 45 L.M -

C Ditto 50 x 50 x 4 SHS tie beams 57 L.M - 57 L.M -

D Ditto 50 x 50 x 4 mm SHS struts and ties 44 L.M - 44 L.M -

E 150 x 50 x 2.0mm thick Z purlin 2,594 L.M - 2,594 L.M -

F 50 x 50 x 6RSA rafter bracings 385 L.M - 385 L.M -

G 12mm dia x 1800mm long sag rods with both ends threaded and bolted 371 No. - 371 No. -

H M16 rawl bolts 200mm long 64 No. - 64 No. -

Catwalk

Universal Beams

I UB 203 x 133 x 30 S275 201 LM - 201 LM -

Balustrading

J 1200mm high balustrading comprising 42.5mm dia CHS stainless steel balusters at 1000mm centres fixed on to

universal beam (UB) with 10mm dia galvernised mild steel bolt, nut and washer and two number horizontal members

of 42.5mm dia201 LM - 201 LM -


Hanger

A Ditto 50 x 50 x 4 RHS hunger 50 L.M - 50 L.M -

Expanded metal walkway

B Approved expanded metal walkway on 50 x 50 4 RSA at 590mm centres (c/c) 283 SM - 283 SM -

Rainwater goods

26 Gauge purpose made galvanized iron plain sheet rainwater goods with soldered joints as described:

C 300 x 160mm deep x 2mm thick box rainwater gutter with turned edges fixed to background requiring welding with

heavy duty fixing brackets at 900mm centres to rafters including one coat calcium plumbate primer before fixing

234 L.M - 234 L.M -

D Extra over ditto for stopped ends 8 NO. - 8 NO. -

E 150mm diameter water down pipe and fittings 40 LM - 40 LM -

F Ditto for angle 8 NO. - 8 NO. -

G Ditto for 150mm circular outlet 8 NO. - 8 NO. -

H Extra over ditto for 600mm swanneck 8 NO. - 8 NO. -

J Ditto for shoe 8 NO. - 8 NO. -


Painting and Decorating

A Touch up primer, prepare and apply three coats gloss oil paint on metal work surfaces 185 S.M - 185 S.M -


Collection

From page 2/11 - -

From page 2/12 - -

From page 2/13 - -

From page 2/14 - -

TOTAL FOR ROOF CARRIED TO BUILDERS WORK SUMMARY - -

ELEMENT NO. 5: DOORS

Precast concrete units : 25/20 : vibrated and reinforced

A 200 x 200 mm thick lintol reinforced with 4No 12mm dia bars and 6mm dia stirrups 26 LM 1,200 31,200 26 LM 1,200 31,200

Roller shutter doors

Roller shutter to specialist details : motorized with manual overun : complete with mortor, control panel,

roller gear, tracks and chain : 300 x 300 x 3mm galvanised mild steel boxing at top : one coat zinc chromate

primer and three coats aluminium finish'

B Shutter size 4200 x 4000mm high 4 No. 136,450 545,800 4 No. 136,450 545,800

Mahogany veneered doors

C 1800 x 2400mm high double leaf mahogany veneer solid timber door, fixed glass lourves on top panels (TSD/01)

2 No. 1,500 3,000 2 No. 1,500 3,000

D 1000 x 2400mm high single leaf mahogany veneer solid timber door, fixed glass lourves on top panels (SFD/01)

6 No. 8,000 48,000 6 No. 8,000 48,000

Plywood doors

E 800 x 1925mm high single leaf maine plywood door (PMD/01) 8 No. 6,000 48,000 8 No. 6,000 48,000

F Ditto 1000 x 2100 mm overall 20 No. 7,000 140,000 20 No. 7,000 140,000

Carried to collection 816,000 816,000

Wrot hardwood (Mahogany): prime grade; stained

A 200 x 50 mm Door frame: rebated: plugged 17 Lm 1,575 26,775 17 Lm 1,575 26,775

B 150 x 50 mm Door frame: rebated: plugged 41 Lm 1,180 48,380 41 Lm 1,180 48,380

C 100 x 50 mm Door frame: rebated: plugged 37 Lm 785 29,045 37 Lm 785 29,045

D 38 x 25 mm Architrave 95 Lm 195 18,525 95 Lm 195 18,525

E 25 mm Quadrant 95 Lm 100 9,500 95 Lm 100 9,500

Prepare stain and apply three coats approved varnish on timber

F Door: general surfaces 71 Sm 300 21,300 71 Sm 300 21,300

kenchic - valuation no 7- 16 nov 2011

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