Rnd Mh Sewer Ewk

Project: Page

Item

Description

Amount

1

Preliminaries

456,380.00

2

BQ 2 - Drains

-

0%

3

BQ 3 - Box Culverts

-

0%

4

BQ 4 - Road Works

5

BQ 5 - Temp. Works

6

BQ 6 - Misc Works

73,140.00 45,000.00

79%

13% 0% 8%

574,520.00 1.5% 1.0%

bond Insurance Tender sum

10/22/2008 11:27:30

574,520.00

9539271.xls/SOT_1/1

79%

-574,520.00

5233 109.79

10/22/2008 11:27:30

9539271.xls/SOT_1/2

Project: page item

Description

Qty

unit

Rate

amount

PRELIMINARIES CONTRACT PERIOD

1

A B C

1st Phase mths Overall 18 mths LD 1 day DLP 24 mths OPTION MODULE A & C Public Liability Insurabce ) Workmen Comp ) Damage to property - Contractor not Negligent )

$2,300.00 5300000 1.00% 0.75% 0.50% 2.25%

119,250.00 incl incl 119,250.00

2

A

Site Office Toilet Exec Desk & Chair Officfe Desk & Chair Conferenve Table Chairs 4-drawer Filing Cabinet Plan Rack + 12 Racks Pin-up Board Whiteboard High Steel Cabinet Sample Rack

74 m2 1 no 1 set 2 set 1 no 12 no 1 no 2 set 2 no 2 no 1 no 1 no

$300.00 $18.00 $300.00 $250.00 1,200.00 $60.00 $200.00 $300.00 $180.00 $100.00 $500.00 $200.00

22,200.00 3,600.00 300.00 500.00 1,200.00 720.00 200.00 600.00 360.00 200.00 500.00 200.00 30,580.00

B

Maintenance

4 mth

$600.00

2,400.00

C

Removal of ofice on completion

1 sum

$5,000.00

5,000.00

D

TOL Rental

mth

$1,250.00

E

Computer

2,400.00 5,000.00 1 set

$5,000.00

5,000.00 5,000.00 42,980.00

3

A

Digital Camera

1 no

$1,200.00

1,200.00

B

Telephone System Telephone Answering Machine Hotline with voicemail answer machine

1 sum 1 no 1 no

$500.00 $200.00 $200.00

500.00 200.00 200.00

C

Telephone Usage

4 mth

$200.00

800.00

D

Fax Machine Telephone Usage

1 no 4 mth

$800.00 $200.00

800.00 800.00

1,200.00

900.00 800.00

1,600.00 4,500.00 4

A

Photocopy Machine Consumables

B

Other Site Bldgs

C

Temp. Electrical Installation

1 no 4 mth

$1,800.00 $200.00

sum

$5,000.00

1 sum

$5,000.00

1,800.00 800.00 2,600.00 5,000.00 5,000.00 7,600.00

5

A

Temp. Water

4 mth

$1,200.00

4,800.00

B

Temp. Lighting & Power

4 mth

$1,200.00

4,800.00

4,800.00 4,800.00 9,600.00 6

A

Temp. Toilets

B

Maintenance of ditto

C D

Cleaning etc Demolish etc on completion

4 mth

$250.00

mth

$250.00

1,000.00 1,000.00 incl

sum

$1,000.00

-

10/22/2008

9539271.xls/BQ 1 _ preli/3

1,000.00 7

A

Project Signboard

3 no

$3,500.00

10,500.00

B

removal of ditto

3 no

$500.00

1,500.00

C

Safety Supervisor

4 mth

$3,500.00

14,000.00

D

Safety Officer

4 mth

$4,000.00

16,000.00

10,500.00 1,500.00 14,000.00 16,000.00 42,000.00 8

A

Safety for SO etc

B

Allow for other expenses

C

Watching

D

Maintenance of Roads, Nuisance etc

1 sum

$1,500.00

1,500.00 1,500.00 incl

mth

$2,400.00

4 mth

$1,000.00

4,000.00 4,000.00 5,500.00

9

A

ECO

4 mth

$2,500.00

10,000.00

B

Noise Control monitoring Noise Meter Control Measurees

4 mth 3 set 1 sum

$500.00 $4,000.00 $8,000.00

2,000.00 12,000.00 8,000.00

C

Periodic Cleaning

4 mth

$1,200.00

4,800.00

D

Temp. Access

1 sum

$15,000.00

15,000.00

E

Maintain ditto

10,000.00

22,000.00 4,800.00 15,000.00 incl 51,800.00 10

A

Pests Controll

4 mth

$250.00

1,000.00

B

Full time PM

4 mth

$4,500.00

18,000.00

C

Precondition Survey

1 sum

$5,000.00

5,000.00

1,000.00 18,000.00 5,000.00 24,000.00 11

A

Provision of Services Detector Instrument

1 no

B

Cable & services Detection

1 sum

$3,000.00

3,000.00

$10,000.00

10,000.00

3,000.00 10,000.00 13,000.00 12

A

Maintenace of Drainage Reserves

4 mth

$500.00

2,000.00 2,000.00 2,000.00

13

A

Curing Tank

1 no

$250.00

250.00

B

PE for Temp works

4 mth

$6,000.00

24,000.00

C

Setting Out & Levels

1 sum

$10,000.00

10,000.00

D

Cleaning on completion

1 sum

$10,000.00

10,000.00

250.00 24,000.00 10,000.00 10,000.00 44,250.00 14

A

As- built Drawing @ 0.5%

B

Transport for SO / COW

C D E

ditto ditto ditto

0.5% %

$5,300,000

26,500.00

$900.00

3,600.00

26,500.00 4 mth

3,600.00 incl incl incl 30,100.00 15

A

Handphone

B

Excess phone charge (provisional)

4 mth

$200.00

800.00 800.00

pc

2,000.00 2,000.00 2,800.00

10/22/2008

9539271.xls/BQ 1 _ preli/4

B C E

Others ( to be distributed in above) Full time site engr Full time PRO Others (site Management & Supervision)

4 mth 4 mth 4 mth

$3,500.00 $2,500.00 $8,000.00

14,000.00 10,000.00 32,000.00 56,000.00

56,000.00

456,380.00

10/22/2008

9539271.xls/BQ 1 _ preli/5

Project: Description 2

qty

Unit

rate

amount

1 A

BAKAU PILES Demolish extg roadside drains

197

m

-

B

RC G40 box drain x 1800mm wide Exc 1.0m n.e. 2.0m

151

m

-

2

2 A

850 x 1000mm Access Chambers n.e 1.0m deep to inverts

16

no

B

Exceeding 1.0m but n.e.2.0m deep

5

no

C

Box out for 850 x 1000mm grating

12

no

D

Box out for 850 x 1000mm grating

9

no

E

850 x 1000mm galv. Ped. grating

12

no

F

850 x 1000mm gal. HD VEH grating

9

no

-

2

3 A

1500 x 1500mm ACCESS CHAMBER Exceeding 1.0m but n.e.2.0m deep

1

no

B

Box out for 1500 x 1500mm grating

1

no

C

1500 x 1500mm gal. HD VEH grating

1

no

D

Allow for roadside drain connections

1 item

E

Allow for making good

1 item

4.00

-

150 160

290 40 -

-

10/22/2008

2

640 160

6

9539271.xls/BQ 2/6

7680

Project: Description 3

qty

Unit

rate

amount

1

G40 x 1500mm wide box culvert

A

Exceeding 1.0m deep & n.e 2.00m deep

35

m

-

1500 x 1050mm box culvert 1500 x 1400mm box culvert

23 12

m m

-

G40 x 1800mm wide box culvert Exceeding 1.0m deep & n.e 2.00m deep

46

m

-

-

3

2

3

3 A

G40 x 2400mm wide box culvert exceeding 1.0m & n.e. 2.00m deep

140

m

-

B

3

250mm thk approach slab for 1500 x 1050mm box culvert 1500 x 1400mm box culvert 2400 x 2000mm box culvert

363

m2

23 12 37

m m m

no

25,242.69 16,608.40 62,888.40 104,739.49

4 A

2100 x 1000mm sump

1

B

Traffic control measures

4 item

-

C

Other expenses

1 item

-

-

-

-

-

10/22/2008

9539271.xls/BQ 3/7

3

-

10/22/2008

9539271.xls/BQ 3/8

Project:

4

Description

qty

Unit

rate

amount

1 A

Prepare road for road raising etc

1,200 m2

B

Demolish kerbs

C

Reinstate Type II Road

1,040 m2

300mm sub-base 200mm graded stones 90mm asphalt premix 40mm asphalt premix

312 208 1,040 1,040

m3 m3 m2 m2

Reinstate Type II Road

160

m2

-

110mm asphalt premix 40mm asphalt premix Milling of Road

160 160 160

m2 m2 m2

-

1 item

-

-

D

340

m

-

-

-

E

Road markings to match extg

F

Re-cambering of Roads

1 item 1,011 m3

-

4

2 A

Road Works 125 x 300mm K2 kerbs

B

Precast Drop Inlet Chambers

C

250mm dia PVC Scupper pipes

280

m

-

58

no

-

174

m

-

D

Demolish extg footpath

380 item

-

E

RC G25 footpath

380

m2

-

100mm RC G25 H/C Lean Conc 50mm thk BRC A5

38 57 19 380

m3 m3 m3 m2

-

-

4

3 A

Break up & remove conc bollard New 230mm dia bollard

6 6

no no

-

B

Excavate trench for 150mm dia pipe

65

m

-

195 195 390

m3 m3 m2

-

Excavate trench Disposal Stuttering

10/22/2008

9539271.xls/BQ4/9

C

Approved granular fill

65

m

-

130

m3

-

65

m

-

Type A fill

D

150mm ductile iron pipe

E

Allow for all expenses

item

F

Allow for drain support

item -

4

A

Excavate trench for 200mm pipe

9

m

-

32 m3 32 m3 58 m2

-

Excavate trench Disposal Stuttering

B

Concrete G25 bed

9

m

-

2 m3 0.5 m3 2 m3

-

Concrete G25 bed Concrete G15 blinding Haunching

C

200mm dia DI pipe

9

m

-

D

Allow for all expenses

item

E

Allow for drain support

item -

5

A

Excavate trench for 200mm pipe

32

m

-

112 112 205

m3 m3 m2

-

Concrete G25 bed

32

m

-

Concrete G25 bed Concrete G15 blinding Haunching

7 m3 1.6 m3 6 m3

-

200mm dia DI pipe

32

-

Excavate trench Disposal Stuttering

B

-

C

m

D

200mm Y- junction connections in undercrossing to culverts etc

10/22/2008

5

no

-

9539271.xls/BQ4/10

E

Allow for all expenses

item

F

Allow for drain support

item -

6

A

Precast MH 1050mm dia excedding 2.00m n.e 2.5mm deep

1

no

-

B

ditto 3.00 - 3.50m deep

3

n0

-

C

Extra to locate & breakup extg MH

1 item

-

D

Allow for CCTV inspection of sewers

105

m

-

4

7 A

Reinstatement Works Temp. fencing along Lor 35

1 item

-

115 B

Reinstatement of boundary walls, fencings etc

m

1 item

73,140.00 73,140.00

wall Footpath drains

C

Attendance for diversion of services

337 337 337

m m m

1 item

73,140.00

73,140.00

10/22/2008

73,140.00

9539271.xls/BQ4/11

4

Project: Description Bill 5 - Temporary Works 5

1 A

qty

Provide all nec piling equipment

Unit

1 item

rate

amount

-

Sheet piling for Temp.Earth Retaining System (TERS) B

TERS for 1.5m wide culvert

700

m2

-

SSP III a tonnage @ 700.8kg/pc 350 x 350 x 159kg/m waler tonnage @ 159kg per m 305 x 305 x 106kg/m strut tonnage @ 106kg/m

146 102 58 9 23 2

pcs t m t m t

700 12 10%

m2 t %

Assume buy materials @ 45% Material cost drive walers & strut lab PE fees

C

TERS for 1.8m wide box culvert SSP III a tonnage @ 700.8kg/pc 350 x 350 x 159kg/m waler tonnage @ 159kg per m 305 x 305 x 106kg/m strut tonnage @ 106kg/m

7,880

m2

Material cost drive walers & strut lab PE fees

D

9 -

pcs t m t m t

7,880 132 10%

m2 t %

-

TERS for 2.40m wide box culvert

3,360

m2

SSP III a tonnage @ 700.8kg/pc 350 x 350 x 159kg/m waler tonnage @ 159kg per m 305 x 305 x 106kg/m strut tonnage @ 106kg/m

700 491 280 45 140 15

pcs t m t m t

struts etc 146

1,642 1,150 657 104 263 28

Assume buy materials @ 45%

sheet pile

2

1,642

-

104

-

28

-

Assume buy materials @ 45% Material cost drive walers & strut lab PE fees

700 -

m2 t %

-

1 item

-

3,360 59 10%

45 sht pile 1743 T

15

walers 203 T

2,488 E

Excavate within the TERS

Excavate 1.5 & 1.8 culvert Excavate 2.4 culvert Disposal

F

Extract & remove TERS materials

4,290 2,100 6,390

m3 m3 m3

-

11,940

m2

-

1,743.24

G

Backfilling

10/22/2008

1 item

9539271.xls/BQ 5/12

203

Backfill with imported earth 1.5 x 1.05 drain /box culvert 1.5 x 1.40 drain /box culvert 1.8 x 1.60 drain /box culvert 2.4 x 2.00 ditto 1.8 x 1.60 drain /box culvert

6,390 (80) (50) (221) (1,165) (725)

m3 m3 m3 m3 m3

-

5

2 A

Left-in sheet piles

200

m2

-

SSP III a tonnage @ 700.8kg/pc B

Other expenses

42 29

pcs t

-

-

10/22/2008

-

5

9539271.xls/BQ 5/13

Project:

6

Description

qty

Unit

1 A

Bakau Piles 2.0m to 4.50m

500

no

B

RC Piles Mob & demob piling rig

C

150 x 150 RC piles

1

itm

7,600

m

rate

amount

-

-

-

6

2 A

B

PDA test

Temporary protection to services pipes etc

2

no

1

itm

-

-

-

C

D

E

Grade 30 conc & rebar etc in permanent protection to services

Structural steel in ditto

Sand filling

10

500

50

m3

kg

m3

-

-

-

-

-

-

-

3

A

B

25mm dia alum rungs

Footpath & Road Re-construction 100mm thk footpath

150

100

no

-

-

m2

-

m3 m3 m3 m2 m2 m2

-

item

-

-

-

-

100mm RC G35 H/C Lean Conc 50mm thk BRC A5 Tactile tiles at ramps (10%) Labour trowell smooth

C

D

E

F

Road marking

Temporary crossing Temporary pedestrain footrpath

Free-flow water in drain by pumps etc

removal of abandon services Making good works affected

10/22/2008

10 10 5 100 10 100

1

3 3

1

1 1

item item

item

item item

-

-

-

9539271.xls/BQ 6/14

4

A

B

H

Demolish extg footpath Diposal Backfill

E.O excavation for ROCK

Backfill with approved imported material

1

item item item

10

m3

50

m3

-

-

-

-

-

I

5

A

B

C

D

C

6 A

B

C

D

E

F

7

A

B

Close turfing 'Cow Grass"

Allow for protection of extg trees

Cut trees - 600 to 900mm girth

Transplanting of tree

Maintenance of trees

Supply & lay cement dust

Drain Reconstruction Supply & install 850 x 1000 HD Veh grating

Box out for ditto

Regrade extg drains

Demolish extg scupper drains etc

Trial pits & trenchs

Soil investigation

Re-connect extg drains etc to new box drains & culverts

All for difficulty in connection, demolition etc

10/22/2008

670

m2

1 item

3

2

no

no

18 mth

10 m3

9

9

50

no

no

m

1 item

1 item

-

1 item

-

1 item

-

1 item

-

-

-

-

-

-

-

-

-

-

-

-

-

9539271.xls/BQ 6/15

C

D

E

8 A B C D E F G H I J

Protect all extg services rtc

INSTRUMENTS & MONITORING Inclinometer Vibrating Wire Piezometer Vibrating Wire Strain Gauge Ground Settlement Point Water Standpipe Crack Meter Tiltmeter Handheld noise meter Noise Meter Vibration Monitoring during construction

-

item

-

no no no no no no no no no mth

-

1 item

Comply with IDA requirement

Allow for ped & veh access to bldgs etc

-

1 item

5

25 15 60 300 15 100 15 2 5 18

-

-

-

9

Erosion & Silt Control

A

Allow for measures to prevent silt from being wash into drains & cannals

1 item

-

B B C

E

ECM QECP ECM Plan Sediment Control Plan

1 item 1 item 1 item

15,000.00 15,000.00 15,000.00 -

Perimeter cut-off drain C7

300

m

Excavate Diposal Backfilling on completion Turfing on completion C7 pc channel Bakau roller Sand bedding 75 mm G25 side wall BRC A5

215 215 215 300 300 600 81 23 300

m3 m3 m3 m2 m m m3 m3 m2

-

Perimeter cut-off drain C7A

300

m

-

Excavate Diposal Backfilling on completion Turfing on completion C7A pc channel

215 215 215 300 300

m3 m3 m3 m2 m

-

45,000.00

-

F

-

10/22/2008

9539271.xls/BQ 6/16

Bakau roller Sand bedding 75 mm G25 side wall BRC A5

600 m 81 m3 23 m3 300 m2

45,000.00

10 A Geotextile silt fence

1,000

m

-

950 m2 667 no 40 m3 1,500 m

-

Geotextile silt fence material 2 x 2" timber post x 1.0m long HC backfilling Allow for labor

B

Silt treatment System

2

no

C

Turbidity meter

1 item

D

Allow for sampling & testing at discharge point

18 mth

-

E

Other ECM meassures

1 item

F

CCTV recording system

5

no

-

11 A 2.10m high Hoarding

80 m2

B

Artwork on hoarding

2 panel

C

Temp pumping system with auto sensors etc , submersible pump etc Sump pump electrical works piping works Gen Set rental & fuel Sump

1 item

D

E

Maintenace of pumping system

Remove on completion , temp pumping system

1 no 1 sum 197 m 6 mth 1 no

6 mth

1 item

-

-

-

-

-

-

-

-

-

12 A Allow for other expenses

B

Others

10/22/2008

9539271.xls/BQ 6/17

45,000.00

10/22/2008

45,000.00

9539271.xls/BQ 6/18

0

10/22/2008

9539271.xls/BQ 6/19

10/22/2008

9539271.xls/BQ 6/20

Monitoring

18

-

#DIV/0!

mth

800.00

-

14,400.00

-

150

15

160 10 290 15 40

10/22/2008

9539271.xls/BQ 6/21

680

10/22/2008

9539271.xls/BQ 6/22

10/22/2008

9539271.xls/BQ 6/23

Project: Description

2 A

ROADWORKS Setting out and general site clearance

B

9.9 metre wide road including base courses and wearing course

qty

290

Unit

rate

9.9

2,871.00

290 flexible pavement Type 1 excavation & disposal 300mm thk sub-base 250mm thk granite aggregate 120mm thk base course 50mm thk wearing course

2,871 2,068 862 718 2,871 2,871

amount

2,871.00 m2 m3 m3 m3 m2 m2

F.O.R 20.00 49.00 106.00 27.00 11.00

41,360.00 42,238.00 76,108.00 77,517.00 31,581.00

50/m3 110/m3 105/m3 10.6/m2

300mm thk sub-base 250mm thk granite aggregate 120mm thk base course 50mm thk wearing course

268,804.00

C

Road kerbs including concrete foundation, etc

580

m

68.00

39,440.00 39,440.00

Road markings

580

m

4.00

2,320.00 2,320.00

310,564.00

10/22/2008

9539271.xls/Road Works/24

300 250 120 50 720

D

E

F

250 mm diameter (outside diameter) UPVC pipes excavation lean concrete G15 haunching G25

Drop inlet chambers including gratings, etc

Tree aeration troughs Excavate 19mm graded stone Geotextile PC sump c/w cleaning eye etc

708

m

21.21

15,030.00

708

m3

20.00

14,170.00

14 35

m3 m3

156.00 161.00

2,220.00 5,710.00 28,980.00 -

161

150 1,020 360 1,920 150

no

no m3 m3 m2 no

180.00

20.00 103.40 5.00 150.00

37,130.00

28,980.00

20,400.00 37,230.00 9,600.00 22,500.00 89,730.00

G

Concrete pavements/footpath

H

LTA standard road name plates and traffic schemes directional signs and road/traffic markings 8.1 road marking 100mm wide line type C 100mm wide line type B 150mm wide line 200mm wide line Type M 200mm wide line Type N 450mm wide line Type N single arrow double arrow 7.2 traffic sign

160 70 516 75 72 100 13 28 5

m m m m m m no no no

1.60 1.60 2.40 3.00 3.00 6.50 38.00 60.00 225.00

260.00 120.00 1,240.00 230.00 220.00 650.00 500.00 1,680.00 1,130.00 6,030.00

I

Rigid Pavement Semi-Rigid pavement at junction

excavation & disposal 300mm thk granite aggregate class A geotextile 225mm thk G35 concrete BRC B8 120mm thk base course 50mm thk wearing course

4 800 60

no m2 m2

864

m2

520 259 864 194 890 864 864

m3 m3 m2 m3 m2 m2 m2

20.00 105.80 5.00 166.00 6.70 27.00 11.30

10,400.00 27,430.00 4,320.00 32,280.00 5,970.00 23,330.00 9,770.00 113,500.00

J

Make good connection between new & existing road

K

Vehicular impact guard rails VIG End piece Post

10/22/2008

2

78 2 39

no

m no no

1,500.00

68.00 90.00 120.00

3,000.00 5,310.00 180.00 4,680.00 -

3,000.00

10,170.00

9539271.xls/Road Works/25

Project: Description

5

qty

Unit

rate

amount

FOOTPATH Concrete footpaths including finishes and connection to existing 125 x 2m wide

5.1 footpath 150mm thk G30 concrete 50mm thk unwash sand BRC A5 formwork

250

250 38 13 250 38

m2 m2 m2 m2 m2

163.00 49.00 1.90 34.20

6,120.00 620.00 480.00 1,290.00 8,510.00

5.2 Homogeneous tactile tiles

-

m2

60.00

-

8,510.00

10/22/2008

9539271.xls/Footpath/26

Project:

G40

G25

G15

Fwk

T10

T13

T16

T20

Note: Excavation, Deposal & Backfilling is calculated from top of Culvert Slab to base Earth works from existing Ground Levels to Top of Culvert Slab is taken separately in Earth works page 3-1 A culvert width depth length exca.

1.50 m 1.05 m 23.00 m 87.00 m3

100% 1.800

1500 x 1050mm culvert across Sims Ave Description no. width thk length Volume top (G40) 1 2.100 0.300 23.00 15.00 wall (G40) 2 0.300 1.100 23.00 16.00 spray (G40) 2 0.5 0.200 0.200 23.00 1.00 cobel (G40) 2 0.250 0.375 23.00 5.00 Total 37.0 base (G40) 1 2.700 0.300 23.00 19.00 spray (G40) 2 0.5 0.200 0.200 23.00 1.00 Total 20.0 M.C. (G25) 2 0.600 0.200 23.00 6.00 L.C. (G15) 1 3.300 0.050 23.00 4.00 Side H.C 2 0.300 0.600 23.00 9.00 base H.C. 1 3.300 0.150 23.00 12.00 formwork wall top base 75mm weepholes geocomposite

culvert

c h lap

Tt Tb t/b W0 W I Wh

lap B t/b Bh lap L lap

spray cobel w

T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20

2 2 1 2

23.00 23.00 23.00 23.00

1.400 1.100 1.500 0.300 Total 23.00 1.000 23.00 1.000

2 2 No. 1 1 2 44 2 2 4 48 2 2 56 4 2 8 2

No. Spac'g Length 231 0.100 3.000 231 0.100 2.500 22 0.100 23.500 1 12.000 1.100 231 0.100 2.225 231 0.100 2.100 12 0.100 23.600 1 12.000 1.100 231 0.100 2.900 28 0.100 23.400 1 12.000 1.100 231 0.100 1.375 4 23.200 1 12.000 1.100 231 0.100 1.650

65.0 51.0 35.0 14.0 151.0 46.0 46.0 mass 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 Total

Expansion joint 13mm flexcell

13 x 50mm sealant

top base wall

2 2 2

1 1 2

top base wall

2 2 2

1 1 2

2.10 2.70 1.10

0.200 0.200 0.200 Total 2.00 2.100 2.00 2.700 2.00 1.100 Total

T10-T20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.00

0.8 1.1 0.9 2.8 8.4 10.8 8.8 28.0

9539271.xls/culvert/27

Qty

Unit Rate m3 20.00 m3 183.30 m3 105.80 m3 32.00

Amount

Exca. & dispose Quarry Dust Backfill base H.C. Lean G15

12 4

concrete G40 base formwork

20 14

m3 m2

32.00 34.20

640.00 478.80

37 137

m3 m2

32.00 34.20

1,184.00 4,685.40

Concrete G40 wall & top formwork

1,269.60 128.00

4 20 1,118.80

14 37

137

4,685.40 mass G25 T20

6 -

m3 kg

32.00 1.30

13mm flexcell board 13mm x 50mm joint sealant

3 28

m2 m

60.00 30.00

Side H/C 75mm pvc weephole geomposite membrane

9 46 46

m3 no no

105.80 1.00 5.00

192.00 180.00 840.00 952.20 46.00 230.00

6 -

$10,826.00 page approach slab width depth length exca.

470.7

location for 1500 x 1050mm culvert across Sims Ave Description no. width thk area Volume 3.000 m slab (G40) 2 1 3.000 0.250 1.50 34.50 0.25 m 23.00 m graded stone 2 1 2.750 0.250 1.38 31.63 73.03 m3 50mm lean conc 2 1 3.000 0.050 0.30 6.90 formwork

approach slab

C

T,B key

L lap

2 2

T 13 T 13 T 13 T 13

No. 2 0 2 32

0.25 0.25

23.000 3.000 total

No. Spac'g Length 116 0.200 3.500 116 0.200 1.150 16 0.200 23.000 2 12.000 0.700

11.50 1.50 13.00 mass 1.042 1.042 1.042 1.042

73.03 0

Total 8mm thk neoprene pad 2 layer bldg paper T16 galv. bar (1000 long)

Qty 116 72 35 32 7 13 46 46 310

Exca. & dispose Backfill with quarry waste concrete G40 T10-T20 Graded stone G15 lean conc formwork 8mm thk neoprene pad 2 layer bldg paper T16 galv. bar (1000 long)

2 2 2

1 1 155

Unit Rate m3 20.00 m3 183.30 m3 32.00 kg 1.30 m3 105.80 m3 32.00 m2 34.20 m 40.00 m 10.00 no 7.00

T10-T20 0.00 0.00 0.00 0.00 0.00

23.00 23.00 0.150

46 46 310

0.00 m m no.

Amount 2,318.40 13,280.09 1,120.00 3,385.60 224.00 444.60 1,840.00 460.00 2,170.00 $25,242.69

page 3-1 culvert width depth length exca.

1.50 m 1.40 m 12.00 m 54.00 m3

100% 2.150

1500 x 1400mm box culvert Description no. width thk length Volume top (G40) 1 2.100 0.300 12.00 8.00 wall (G40) 2 0.300 1.450 12.00 11.00 spray (G40) 2 0.5 0.200 0.200 12.00 1.00 cobel (G40) 2 0.250 0.375 12.00 3.00 Total 23.0 base (G40) 1 2.700 0.400 12.00 13.00 spray (G40) 2 0.5 0.200 0.200 12.00 1.00 Total 14.0 M.C. (G25) 2 0.600 0.200 12.00 3.00 L.C. (G15) 1 3.300 0.050 12.00 2.00 Side H.C 2 0.300 0.950 12.00 7.00 base H.C. 1 3.300 0.150 12.00 6.00 formwork wall top base 75mm weepholes geocomposite

culvert

c h lap

Tt Tb t/b W0 W I Wh

lap B t/b Bh lap L lap

spray cobel w

T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20

2 2 1 2

12.00 12.00 12.00 12.00

1.750 1.450 1.500 0.400 Total 12.00 1.000 12.00 1.000

2 2 No. 1 1 2 44 2 2 4 64 2 2 56 4 2 8 2

No. Spac'g Length 121 0.100 3.000 121 0.100 2.500 22 0.100 12.500 1 12.000 1.100 121 0.100 2.675 121 0.100 2.550 16 0.100 12.600 1 12.000 1.100 121 0.100 3.100 28 0.100 12.600 1 12.000 1.100 121 0.100 1.375 4 12.200 1 12.000 1.100 121 0.100 1.650

42.0 35.0 18.0 10.0 95.0 24.0 24.0 mass 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 Total

Expansion joint 13mm flexcell

top base wall

2 2 2

1 1 2

2.10 2.70 1.45

0.200 0.300 0.200

T10-T20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.00

0.8 1.6 1.2 9539271.xls/culvert/28

13 x 50mm sealant

top base wall

2 2 2

1 1 2

2.00 2.00 2.00

Total 2.100 2.700 1.450 Total

3.6 8.4 10.8 11.6 30.8

9539271.xls/culvert/29

Qty

Unit Rate m3 20.00 m3 183.30 m3 105.80 m3 32.00

Amount

Exca. & dispose Quarry Dust Backfill base H.C. Lean G15

634.80 64.00

6 2

concrete G40 base formwork

14 10

m3 m2

32.00 34.20

448.00 342.00

Concrete G40 wall & top formwork

23 85

m3 m2

32.00 34.20

736.00 2,907.00

2 14

10

790.00 23 85 2,907.00

mass G25 T10-T20

3 -

m3 kg

32.00 1.30

13mm flexcell board 13mm x 50mm joint sealant

4 31

m2 m

60.00 30.00

Side H/C 75mm pvc weephole geomposite membrane

7 24 24

m3 no no

105.80 1.00 5.00

96.00 240.00 930.00 740.60 24.00 120.00

3 -

$7,282.40 approach slab width depth length exca.

Description 3.000 m slab (G40) 0.25 m 12.00 m graded stone 38.10 m3 50mm lean conc

no.

formwork

approach slab

C

T,B key

L lap

width thk area Volume 3.000 0.250 1.50 18.00

2

1

2

1

2.750

0.250

1.38

16.50

2

1

3.000

0.050

0.30

3.60

0.25 0.25

12.000 3.000 total

6.00 1.50 7.50

38.10

2 2

T 13 T 13 T 13 T 13

No. 2 0 2 32

No. Spac'g Length 61 0.200 3.500 61 0.200 1.150 16 0.200 12.000 1 12.000 0.700

mass 1.042 1.042 1.042 1.042

0

Total 8mm thk neoprene pad 2 layer bldg paper T16 galv. bar (1000 long)

Qty Exca. & dispose Backfill with quarry waste concrete G40 T10-T20 Graded stone G15 lean conc formwork 8mm thk neoprene pad 2 layer bldg paper T16 galv. bar (1000 long)

86 54 18 17 4 8 24 24 162

606.87

2 2 2

1 1 81

Unit Rate m3 20.00 m3 183.30 m3 32.00 kg 1.30 m3 105.80 m3 m2 34.20 m 40.00 m 10.00 no 7.00

T10-T20 0.00 0.00 0.00 0.00 0.00

12.00 12.00 0.150

24 24 162

0.00 m m no.

Amount 1,728.00 9,898.20 576.00 1,798.60 273.60 960.00 240.00 1,134.00 $16,608.40

page 3-2 culvert width depth length exca.

1.80 m 1.60 m 46.00 m 259.00 m3

1800 x 1600mm culvert Description no. top (G40) wall (G40) spray (G40) cobel (G40)

1 2 2 2

base spray

(G40) (G40)

1 2

M.C. (G25) L.C. (G15) Side H.C base H.C.

2 1 2 1

formwork wall

2 2 1 2

100% 2.350

top base 75mm weepholes geocomposite

culvert

c h lap

Tt Tb t/b W0 W I Wh

lap B t/b Bh lap L lap

spray cobel w

T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20

width thk length Volume 2.400 0.300 46.00 34.00 0.300 1.650 46.00 46.00 0.5 0.200 0.200 46.00 2.00 0.250 0.375 46.00 9.00 Total 91.0 3.000 0.400 46.00 56.00 0.5 0.200 0.200 46.00 2.00 Total 58.0 0.750 0.200 46.00 14.00 3.600 0.050 46.00 9.00 0.300 1.150 46.00 32.00 3.600 0.150 46.00 25.00 46.00 46.00 46.00 46.00

1.950 1.650 1.800 0.400 Total 46.00 1.000 46.00 1.000

2 2 No. 1 1 2 50 2 2 4 72 2 2 62 4 2 8 2

No. Spac'g Length 461 0.100 3.300 461 0.100 2.800 25 0.100 46.500 3 12.000 1.100 461 0.100 2.950 461 0.100 2.750 18 0.100 46.600 3 12.000 1.100 461 0.100 3.400 31 0.100 46.600 3 12.000 1.100 461 0.100 1.375 4 46.200 3 12.000 1.100 461 0.100 1.650

180.0 152.0 83.0 37.0 415.0 92.0 92.0 mass 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 Total

Expansion joint 13mm flexcell

top base wall

2 2 2

1 1 2

2.40 3.00 1.65

0.200 0.300 0.200 Total

T10-T20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.00

1.0 1.8 1.3 4.1 9539271.xls/culvert/30

13 x 50mm sealant

top base wall

2 2 2

Qty

1 1 2

Unit Rate m3 20.00 m3 183.30 m3 105.80 m3 32.00

2.00 2.00 2.00

2.400 3.000 1.650 Total

Amount

Exca. & dispose Quarry Dust Backfill base H.C. Lean G15

25 9

concrete G40 base formwork

58 37

m3 m2

32.00 34.20

1,856.00 1,265.40

91 378

m3 m2

32.00 34.20

2,912.00 12,927.60

Concrete G40 wall & top formwork

9.6 12.0 13.2 34.8

2,645.00 288.00

9 58 3,121.40

37 91 378

12,927.60 mass G25 T10-T20

14 -

m3 kg

32.00 1.30

13mm flexcell board 13mm x 50mm joint sealant

4 35

m2 m

60.00 30.00

Side H/C 75mm pvc weephole geomposite membrane

32 92 92

m3 no no

105.80 1.00 5.00

448.00 240.00 1,050.00 3,385.60 92.00 460.00

14 -

32 92

$27,569.60

page 3-3 culvert width depth length exca.

2.40 m 2.00 m 140.00 m 1155.00 m3

2400 x 2000 culvert Description no. top (G40) 1 wall (G40) 2 spray (G40) 2 cobel (G40) 2 base spray

(G40) (G40)

1 2

M.C. (G25) L.C. (G15) Side H.C base H.C.

2 1 2 1

formwork wall

2 2 1 2

100% 2.750

top base 75mm weepholes geocomposite

culvert

c h lap

Tt Tb t/b W0 W I Wh

lap B t/b Bh lap L lap

spray cobel w

T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20

width thk length Volume 3.000 0.300 140.00 126.00 0.300 2.050 140.00 173.00 0.5 0.200 0.200 140.00 6.00 0.250 0.375 140.00 27.00 Total 332.0 3.600 0.400 140.00 202.00 0.5 0.200 0.200 140.00 6.00 Total 208.0 1.050 0.200 140.00 59.00 4.200 0.050 140.00 30.00 0.300 1.550 140.00 131.00 4.200 0.150 140.00 89.00 140.00 140.00 140.00 140.00

2.350 2.050 2.400 0.400 Total 140.00 2.000 140.00 2.000

2 2 No. 1 1 2 62 2 2 4 88 2 2 74 4 2 8 2

No. Spac'g 1401 0.100 1401 0.100 31 0.100 11 12.000 1401 0.100 1401 0.100 22 0.100 11 12.000 1401 0.100 37 0.100 11 12.000 1401 0.100 4 11 12.000 1401 0.100

Length 3.900 3.400 140.500 1.100 3.500 3.150 140.600 1.100 4.000 140.600 1.100 1.375 140.200 1.100 1.650

658.0 574.0 336.0 112.0 1568.0 560.0 560.0 mass 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466

T10-T20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Expansion joint 13mm flexcell

13 x 50mm sealant

top base wall

2 2 2

1 1 2

top base wall

2 2 2

1 1 2

Qty

Unit Rate m3 20.00 m3 183.30 m3 105.80 m3 32.00

3.00 3.60 2.05

0.200 0.300 0.200 Total 2.00 3.000 2.00 3.600 2.00 2.050 Total

0.0

0.00

1.2 2.2 1.6 5.0 12.0 14.4 16.4 42.8

Amount

Exca. & dispose Quarry Dust Backfill base H.C. Lean G15

89 30

concrete G40 base formwork

208 112

m3 m2

32.00 34.20

6,656.00 3,830.40

332 1,456

m3 m2

32.00 34.20

10,624.00 49,795.20

mass G25 T10-T20

59 -

m3 kg

32.00 1.30

13mm flexcell board 13mm x 50mm joint sealant

5 43

m2 m

60.00 30.00

131 560 560

m3 no no

105.80 1.00 5.00

1,888.00 300.00 1,290.00 13,859.80 560.00 2,800.00

Concrete G40 wall & top formwork

599.34

9,416.20 960.00

10,486.40

49,795.20

Side H/C 75mm pvc weephole geomposite membrane

$101,979.60 page approach slab

location Description

for 2400 x 2000m culvert no. width thk

area

728.43

Volume 9539271.xls/culvert/31

width depth length exca.

3.000 m slab (G40) 0.25 m 37.00 m graded stone 117.48 m3 50mm lean conc formwork

approach slab

C

T,B key

L lap

2

1

3.000

0.250

1.50

55.50

2

1

2.750

0.250

1.38

50.88

2

1

3.000

0.050

0.30

11.10

0.25 0.25

37.000 3.000 total

18.50 1.50 20.00

117.48

2 2

T 13 T 13 T 13 T 13

No. 2 0 2 32

No. Spac'g Length 186 0.200 3.500 186 0.200 1.150 16 0.200 37.000 3 12.000 0.700

mass 1.042 1.042 1.042 1.042

0

Total 8mm thk neoprene pad 2 layer bldg paper T16 galv. bar (1000 long)

Exca. & dispose Backfill with quarry waste concrete G40 T10-T20 Graded stone G15 lean conc formwork 8mm thk neoprene pad 2 layer bldg paper T16 galv. bar (1000 long)

Qty 340 222 56 51 11 20 74 74 496

2 2 2

1 1 248

Unit Rate m3 20.00 m3 183.30 m3 32.00 kg 1.30 m3 105.80 m3 32.00 m2 34.20 m 40.00 m 10.00 no 7.00

37.00 37.00 0.150

T10-T20 0.00 0.00 0.00 0.00 0.00 74 74 496

0.00 m m no.

Amount 6,800.00 40,692.60 1,792.00 5,395.80 352.00 684.00 2,960.00 740.00 3,472.00 $62,888.40

243

55

107

661

0

0

0

9539271.xls/culvert/32

0

cast in-situ Box Drain width depth length exca.

location1800 x 1600mm box drain Description no. 1.80 m top (G40) 1 1.60 m wall (G40) 2 151.00 m spray (G40) 2 3 852.00 m cobel (G40) 0 base spray

(G40) (G40)

1 2

M.C. (G25) L.C. (G15) Side H.C base H.C.

2 1 2 1

formwork wall

2 2 1 2

100% 2.350

top base 75mm weepholes geocomposite

Box Drain

c

Tt Tb t/b

h lap

W0 W I Wh lap B t/b Bh lap spray cobel

L lap

w

T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20 T 20

A-C width thk length Volume 2.400 0.300 151.00 109.00 0.300 1.650 151.00 150.00 0.5 0.200 0.200 151.00 7.00 0.250 0.375 151.00 0.00 Total 266.0 3.000 0.300 151.00 136.00 0.5 0.200 0.200 151.00 7.00 Total 143.0 0.750 0.200 151.00 46.00 3.600 0.050 151.00 28.00 0.300 1.150 151.00 105.00 3.600 0.150 151.00 82.00 151.00 151.00 151.00 151.00

1.950 1.650 1.800 0.300 Total 151.00 1.000 151.00 1.000

2 2 No. 1 1 2 50 2 2 4 72 2 2 62 4 2 8 2

No. Spac'g 1511 0.100 1511 0.100 25 0.100 12 12.000 1511 0.100 1511 0.100 18 0.100 12 12.000 1511 0.100 31 0.100 12 12.000 1511 0.100 4 12 12.000 1511 0.100

Length 3.300 2.800 151.500 1.100 2.850 2.650 151.600 1.100 3.200 151.400 1.100 1.375 151.200 1.100 1.650

589.0 499.0 272.0 91.0 1360.0 302.0 302.0 mass 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 Total

Expansion joint 13mm flexcell

13 x 50mm sealant

top base wall

2 2 2

1 1 2

top base wall

2 2 2

1 1 2

2.40 3.00 1.65

0.200 0.200 0.200 Total 2.00 2.400 2.00 3.000 2.00 1.650 Total

T10-T20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

1.0 1.2 1.3 3.5 9.6 12.0 13.2 34.8

9539271.xls/drain/33

0.00

Qty 852 725 82 28

Exca. & dispose Quarry Dust Backfill base H.C. Lean G15 concrete G40 base formwork

Unit Rate m3 20.00 m3 183.30 m3 105.80 m3 32.00

Amount 17,040.00 132,855.84 8,675.60 896.00

143 91

m3 m2

32.00 34.20

4,576.00 3,112.20

266 1,269

m3 m2

32.00 34.20

8,512.00 43,399.80

mass G25 T20

46 -

m3 kg

32.00 1.30

13mm flexcell board 13mm x 50mm joint sealant

3 35

m2 m

60.00 30.00

105 302 302

m3 no no

105.80 1.00 5.00

1,472.00 180.00 1,050.00 11,109.00 302.00 1,510.00

Concrete G40 wall & top formwork

7,688.20

43,399.80

Side H/C 75mm pvc weephole geomposite membrane

$234,690.44

850 X 700 MM sump length 0.85 m width 0.70 m depth 1.00 m exca.

sump

location Description top (G40) L.wall (G40) W.wall (G40) base (G40)

ACCESS CHAMBERS no. width length depth Volume 0 1.200 1.350 0.200 0.00 2 1.350 0.250 1.000 0.68 2 1.200 0.250 1.000 0.60 0 1.200 1.350 0.200 0.00

0.00 m3 100%

800 L 800 L 801 w 801 w 802 L,w

Total

1.28

L.C. (G15) base H.C.

0 0

1.200 1.200

1.350 1.350

0.050 0.150

formwork L.W W.W soffit

2 2 0

1.350 1.700 0.850

1.400 1.400 0.700 Total

3.78 4.76 0.00 8.54

v h v v h

T 16 T 13 T 16 T 16 T 13

No. 4 4 3 1 4

No. Spac'g Length 6 0.150 1.650 1 0.150 2.100 1 0.150 1.500 1 0.150 2.600 1 0.150 1.850

mass 1.579 1.042 1.579 1.579 1.042 Total

850x1000 ped grad'g Alum. Rung

1554.24

0 1

1 9

6.000 0.300

0.00 0.00

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 Total 9

no. no.

9539271.xls/drain/34

Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Qty 2 9

Unit

Rate m3 m3 m3 kg m3 m2 no no

9

Amount 64.00 307.80 180.00

32.00 32.00 1.30 49.00 34.20 20.00

$551.80

850 x 750 x 2.00 sump length 0.85 m width 0.70 m depth 2.00 m exca.

sump

location Description top (G40) L.wall (G40) W.wall (G40) base (G40)

ACCESS CHAMBERS no. width length depth Volume 0 1.200 1.350 0.200 0.00 2 1.350 0.250 2.000 1.35 2 1.200 0.250 2.000 1.20 0 1.200 1.350 0.200 0.00

0.00 m3 100%

800 L 800 L 801 w 801 w 802 L,w

Total

2.55

L.C. (G15) base H.C.

0 0

1.200 1.200

1.350 1.350

0.050 0.150

formwork L.W W.W soffit

2 2 0

1.350 1.700 0.850

2.400 2.400 0.700 Total

6.48 8.16 0.00 14.64

v h v v h

T 16 T 13 T 16 T 16 T 13

No. 4 4 3 1 4

No. Spac'g Length 6 0.150 2.650 1 0.150 2.100 1 0.150 2.500 1 0.150 3.600 1 0.150 1.850

mass 1.579 1.042 1.579 1.579 1.042 Total

850x1000 ped grad'g Alum. Rung

Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Qty 3 15 12

0 1

Unit

Rate m3 m3 m3 kg m3 m2 no no

32.00 32.00 1.30 49.00 34.20 20.00

1 12

0.00 0.00

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 Total

6.000 0.300

12

no. no.

Amount 96.00 513.00 240.00 $849.00

9539271.xls/drain/35

1500 x 1500 x 1.00 sump length 1.50 m width 1.50 m depth 2.00 m exca.

sump

location Description top (G40) L.wall (G40) W.wall (G40) base (G40)

ACCESS CHAMBERS no. width length depth Volume 0 2.000 2.000 0.200 0.00 2 2.000 0.250 2.000 2.00 2 2.000 0.250 2.000 2.00 0 2.000 2.000 0.200 0.00

0.00 m3 100%

800 L 800 L 801 w 801 w 802 L,w

Total

4.00

L.C. (G15) base H.C.

0 0

2.000 2.000

2.000 2.000

0.050 0.150

formwork L.W W.W soffit

2 2 0

2.000 2.500 1.500

2.400 2.400 1.500 Total

9.60 12.00 0.00 21.60

v h v v h

T 16 T 13 T 16 T 16 T 13

No. 4 4 3 1 4

No. Spac'g Length 11 0.150 2.650 1 0.150 2.900 1 0.150 2.500 1 0.150 3.600 1 0.150 2.500

mass 1.579 1.042 1.579 1.579 1.042 Total

850x1000 ped grad'g Alum. Rung

Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Qty 4 22

0 1

Unit

12

1 12

Rate m3 m3 m3 kg m3 m2 no no

32.00 32.00 1.30 49.00 34.20 20.00

0.00 0.00

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 Total

6.000 0.300

12

no. no.

Amount 128.00 752.40 240.00 $1,120.40

1500 x 1500 x 2.00 sump length 1.50 m width 1.50 m depth 2.00 m exca.

location Description top (G40) L.wall (G40) W.wall (G40) base (G40)

ACCESS CHAMBERS no. width length depth Volume 0 2.000 2.000 0.200 0.00 2 2.000 0.250 2.000 2.00 2 2.000 0.250 2.000 2.00 0 2.000 2.000 0.200 0.00

0.00 m3 100%

Total

4.00

L.C. (G15) base H.C.

0 0

2.000 2.000

2.000 2.000

0.050 0.150

formwork L.W W.W soffit

2 2 0

2.000 2.500 1.500

2.400 2.400 1.500 Total

9.60 12.00 0.00 21.60

0.00 0.00

9539271.xls/drain/36

sump

800 L 800 L 801 w 801 w 802 L,w

v h v v h

T 16 T 13 T 16 T 16 T 13

No. 4 4 3 1 4

No. Spac'g Length 11 0.150 2.650 1 0.150 2.900 1 0.150 2.500 1 0.150 3.600 1 0.150 2.500

mass 1.579 1.042 1.579 1.579 1.042 Total

850x1000 ped grad'g Alum. Rung

Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Qty 4 22 12

0 1

Unit

Rate m3 m3 m3 kg m3 m2 no no

32.00 32.00 1.30 49.00 34.20 20.00

1 12

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 Total

6.000 0.300

12

no. no.

Amount 128.00 752.40 240.00 $1,120.40

9539271.xls/drain/37

Project:

sump length width depth exca.

sump

2.10 m 1.00 m 2.50 m

location 2.5 x 2.5m sump Description no. top (G40) 1 L.wall (G40) 2 W.wall (G40) 2 base (G40) 1

width 1.600 2.700 1.000 1.600

14.26 m3 100%

T & bb b wall v v h h SPLAY t t

length depth 2.700 0.300 0.300 2.700

0.300 2.500 2.500 0.300

Total

8.15

L.C. (G15) base H.C.

1 1

1.600 1.600

2.700 2.700

0.050 0.150

formwork L.W W.W c soffit

2 2 2 1

3.100 4.300 1.850 2.100

2.500 3.100 0.300 1.000 Total

15.50 26.66 1.11 2.10 45.37

T 16 T 13 T 16 T 16 T 13 T 13 T 16 T 16

1-1

1-1 1-1

No. 4 4 4 4 4 4 2 2

No. 6 12 6 12 14 14 6 12

Spac'g Length 0.200 3.900 0.200 2.800 0.200 4.300 0.200 4.300 0.200 3.700 0.200 2.600 0.200 1.449 0.200 1.449

mass 1.579 1.042 1.579 1.579 1.042 1.042 1.579 1.579 Total

850x1000 ped grad'g Alum. Rung Class B geotwxtile 50mm sand bed

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. Sand bed 50mm thk formwork 850x1000 ped grad'g Alum. Rung Class B geotextile

Volume 1.30 4.05 1.50 1.30

9 1 1 0.2 46 1 8 4

1 1 1 1

Unit Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m3 111.00 m2 34.20 no 170.00 no 20.00 m2 5.00

1 8 1 1

6.000 0.300 1.600 1.600

2.700 2.700

0.22 0.65

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1 8 4.32 0.22

0.05

no. no. m2 m3

Amount 2,007.00 150.00 82.30 23.98 1,573.20 170.00 160.00 21.60 $4,188.08

$4,188.00

9539271.xls/sump/38

sump length width depth exca.

sump

1.00 m 1.00 m 1.74 m

location ch 310 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

1.400 1.400 1.000 1.400

4.58 m3 100%

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L 802 w 800 L 801 w

length depth 1.400 0.200 0.200 1.400

0.200 1.735 1.735 0.200

Total

2.44

L.C. (G15) base H.C.

1 1

1.400 1.400

1.400 1.400

0.050 0.150

formwork L.W W.W soffit

2 2 1

1.400 1.400 1.000

2.135 2.135 1.000 Total

5.98 5.98 1.00 12.96

Tt Tb Tt Tb Wi W We-Bb We-Bb Bt Bt L.openT W.openT

T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 16 T 16

No. 1 1 1 1 2 2 1 1 1 1 1 1

No. 11 11 11 11 21 19 11 11 11 11 4 4

Spac'g Length 0.100 2.100 0.100 1.800 0.100 2.100 0.100 1.800 0.100 2.735 0.100 3.000 0.100 5.270 0.100 5.270 0.100 2.400 0.100 2.000 3.000 3.000

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 1.579 1.579 Total

700x850 ped grad'g Alum. Rung

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 700x850 ped grad'g Alum. Rung

Unit 5 3 1 1 13 1 5

1 1

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m2 34.20 no 260.00 no 20.00

1 5

Volume 0.39 0.97 0.69 0.39

6.000 0.300

0.10 0.29

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1 no. 5 no.

Amount 100.00 669.00 150.00 82.30 444.60 260.00 100.00 $1,805.90 $1,805.90

$1,805.90

9539271.xls/sump/39

sump length width depth exca.

sump

1.00 m 1.00 m 1.96 m

location ch 480 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

1.400 1.400 1.000 1.400

5.01 m3 100%

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L 802 w 800 L 801 w

length depth 1.400 0.200 0.200 1.400

0.200 1.955 1.955 0.200

Total

2.65

L.C. (G15) base H.C.

1 1

1.400 1.400

1.400 1.400

0.050 0.150

formwork L.W W.W soffit

2 2 1

1.400 1.400 1.000

2.355 2.355 1.000 Total

6.59 6.59 1.00 14.18

Tt Tb Tt Tb Wi W We-Bb We-Bb Bt Bt L.openT W.openT

T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 16 T 16

No. 1 1 1 1 2 2 1 1 1 1 1 1

No. 11 11 11 11 21 21 11 11 11 11 4 4

Spac'g Length 0.100 2.100 0.100 1.800 0.100 2.100 0.100 1.800 0.100 2.955 0.100 3.000 0.100 5.710 0.100 5.710 0.100 2.400 0.100 2.000 3.000 3.000

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 1.579 1.579 Total

850x1000 ped grad'g Alum. Rung

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Unit 6 3 1 1 15 1 6

1 1

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m2 34.20 no 260.00 no 20.00

1 6

Volume 0.39 1.09 0.78 0.39

6.000 0.300

0.10 0.29

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1 no. 6 no.

Amount 120.00 669.00 150.00 82.30 513.00 260.00 120.00 $1,914.30 $1,914.30

$1,914.30

9539271.xls/sump/40

sump length width depth exca.

sump

1.00 m 1.00 m 2.00 m

location ch 480 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

1.400 1.400 1.000 1.400

5.10 m3 100%

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L 802 w 800 L 801 w

length depth 1.400 0.200 0.200 1.400

0.200 2.003 2.003 0.200

Total

2.70

L.C. (G15) base H.C.

1 1

1.400 1.400

1.400 1.400

0.050 0.150

formwork L.W W.W soffit

2 2 1

1.400 1.400 1.000

2.403 2.403 1.000 Total

6.73 6.73 1.00 14.46

Tt Tb Tt Tb Wi W We-Bb We-Bb Bt Bt L.openT W.openT

T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 16 T 16

No. 1 1 1 1 2 2 1 1 1 1 1 1

No. 11 11 11 11 21 22 11 11 11 11 4 4

Spac'g Length 0.100 2.100 0.100 1.800 0.100 2.100 0.100 1.800 0.100 3.003 0.100 3.000 0.100 5.806 0.100 5.806 0.100 2.400 0.100 2.000 3.000 3.000

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 1.579 1.579 Total

850x1000 ped grad'g Alum. Rung

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Unit 6 3 1 1 15 1 6

1 1

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m2 34.20 no 260.00 no 20.00

1 6

Volume 0.39 1.12 0.80 0.39

6.000 0.300

0.10 0.29

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1 no. 6 no.

Amount 120.00 669.00 150.00 82.30 513.00 260.00 120.00 $1,914.30 $1,914.30

$1,914.30

9539271.xls/sump/41

sump length width depth exca.

sump

1.00 m 1.00 m 1.72 m

location ch 550 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

1.400 1.400 1.000 1.400

4.55 m3 100%

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L 802 w 800 L 801 w

length depth 1.400 0.200 0.200 1.400

0.200 1.720 1.720 0.200

Total

2.43

L.C. (G15) base H.C.

1 1

1.400 1.400

1.400 1.400

0.050 0.150

formwork L.W W.W soffit

2 2 1

1.400 1.400 1.000

2.120 2.120 1.000 Total

5.94 5.94 1.00 12.88

Tt Tb Tt Tb Wi W We-Bb We-Bb Bt Bt L.openT W.openT

T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 16 T 16

No. 1 1 1 1 2 2 1 1 1 1 1 1

No. 11 11 11 11 21 19 11 11 11 11 4 4

Spac'g Length 0.100 2.100 0.100 1.800 0.100 2.100 0.100 1.800 0.100 2.720 0.100 3.000 0.100 5.240 0.100 5.240 0.100 2.400 0.100 2.000 3.000 3.000

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 1.579 1.579 Total

850x1000 ped grad'g Alum. Rung

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Unit 5 3 1 1 13 1 5

1 1

1 5

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m2 34.20 no 260.00 no 20.00

Volume 0.39 0.96 0.69 0.39

0.10 0.29

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total

6.000 0.300

1 no. 5 no.

Amount 100.00 669.00 150.00 82.30 444.60 260.00 100.00 $1,805.90 $1,805.90

sump length width depth

1.00 m 1.00 m 0.89 m

exca.

2.92 m3

location ch 900 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

1.400 1.400 1.000 1.400

length depth 1.400 0.200 0.200 1.400

0.200 0.890 0.890 0.200

$1,805.90

Volume 0.39 0.50 0.36 0.39

9539271.xls/sump/42

100%

sump

Total

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L 802 w 800 L 801 w

1.64

L.C. (G15) base H.C.

1 1

1.400 1.400

1.400 1.400

0.050 0.150

formwork L.W W.W soffit

2 2 1

1.400 1.400 1.000

1.290 1.290 1.000 Total

3.61 3.61 1.00 8.22

Tt Tb Tt Tb Wi W We-Bb We-Bb Bt Bt L.openT W.openT

T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 16 T 16

No. 1 1 1 1 2 2 1 1 1 1 1 1

No. 11 11 11 11 21 10 11 11 11 11 4 4

Spac'g Length 0.100 2.100 0.100 1.800 0.100 2.100 0.100 1.800 0.100 1.890 0.100 3.000 0.100 3.580 0.100 3.580 0.100 2.400 0.100 2.000 3.000 3.000

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 1.579 1.579 Total

850x1000 ped grad'g Alum. Rung

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Unit 3 2 1 1 9 1 2

1 1

1 2

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m2 34.20 no 260.00 no 20.00

0.10 0.29

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total

6.000 0.300

1 no. 2 no.

Amount 60.00 446.00 150.00 82.30 307.80 260.00 40.00 $1,346.10 $1,346.10

sump length width depth exca.

1.00 m 1.00 m 0.84 m

location ch 915 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

1.400 1.400 1.000 1.400

2.83 m3 100%

length depth 1.400 0.200 0.200 1.400

0.200 0.845 0.845 0.200

Total

$1,346.10

Volume 0.39 0.47 0.34 0.39 1.59

L.C. (G15) base H.C.

1 1

1.400 1.400

1.400 1.400

0.050 0.150

formwork L.W W.W soffit

2 2 1

1.400 1.400 1.000

1.245 1.245 1.000 Total

3.49 3.49 1.00 7.98

0.10 0.29

9539271.xls/sump/43

sump

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L 802 w 800 L 801 w

Tt Tb Tt Tb Wi W We-Bb We-Bb Bt Bt L.openT W.openT

T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 16 T 16

No. 1 1 1 1 2 2 1 1 1 1 1 1

No. 11 11 11 11 21 10 11 11 11 11 4 4

Spac'g Length 0.100 2.100 0.100 1.800 0.100 2.100 0.100 1.800 0.100 1.845 0.100 3.000 0.100 3.490 0.100 3.490 0.100 2.400 0.100 2.000 3.000 3.000

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 1.579 1.579 Total

850x1000 ped grad'g Alum. Rung

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Unit 3 2 1 1 8 1 2

1 1

1 2

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m2 34.20 no 260.00 no 20.00

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total

6.000 0.300

1 no. 2 no.

Amount 60.00 446.00 150.00 82.30 273.60 260.00 40.00 $1,311.90 $1,311.90

sump length width depth exca.

sump

1.00 m 1.00 m 1.06 m

location ch 990 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

1.400 1.400 1.000 1.400

3.26 m3 100%

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L

length depth 1.400 0.200 0.200 1.400

0.200 1.062 1.062 0.200

Total 1 1

1.400 1.400

1.400 1.400

0.050 0.150

formwork L.W W.W soffit

2 2 1

1.400 1.400 1.000

1.462 1.462 1.000 Total

4.09 4.09 1.00 9.18

T 10 T 10 T 10 T 10 T 10 T 10 T 10

No. 1 1 1 1 2 2 1

No. 11 11 11 11 21 12 11

Spac'g Length 0.100 2.100 0.100 1.800 0.100 2.100 0.100 1.800 0.100 2.062 0.100 3.000 0.100 3.924

Volume 0.39 0.59 0.42 0.39 1.79

L.C. (G15) base H.C.

Tt Tb Tt Tb Wi W We-Bb

$1,311.90

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616

0.10 0.29

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9539271.xls/sump/44

802 w 800 L 801 w

We-Bb Bt Bt L.openT W.openT

T 10 T 10 T 10 T 16 T 16

1 1 1 1 1

11 11 11 4 4

0.100 0.100 0.100

3.924 2.400 2.000 3.000 3.000

0.616 0.616 0.616 1.579 1.579 Total

850x1000 ped grad'g Alum. Rung

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Unit 4 2 1 1 10 1 3

1 1

1 3

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m2 34.20 no 260.00 no 20.00

0.00 0.00 0.00 0.00 0.00 0.00 Total

6.000 0.300

1 no. 3 no.

Amount 80.00 446.00 150.00 82.30 342.00 260.00 60.00 $1,420.30 $1,420.30

$1,420.30 $15,706.70

sump length width depth exca.

sump

1.50 m 1.00 m 2.04 m

location CH 180 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

1.400 1.900 1.000 1.400

7.03 m3 100%

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L 802 w 800 L 801 w

length depth 1.900 0.200 0.200 1.900

0.200 2.041 2.041 0.200

Total

3.43

L.C. (G15) base H.C.

1 1

1.400 1.400

1.900 1.900

0.050 0.150

formwork L.W W.W soffit

2 2 1

1.900 1.400 1.500

2.441 2.441 1.000 Total

9.28 6.83 1.50 17.61

Tt Tb Tt Tb Wi W We-Bb We-Bb Bt Bt L.openT W.openT

T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 16 T 16

No. 1 1 1 1 2 2 1 1 1 1 1 1

No. 11 11 16 16 26 22 11 16 11 16 4 4

Spac'g Length 0.100 2.600 0.100 2.300 0.100 2.100 0.100 1.800 0.100 3.041 0.100 3.500 0.100 6.382 0.100 5.882 0.100 2.900 0.100 2.000 3.500 3.000

Volume 0.53 1.55 0.82 0.53

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 1.579 1.579 Total

0.13 0.40

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total

9539271.xls/sump/45

850x1000 ped grad'g Alum. Rung

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Unit 8 4 1 1 18 1 6

1 1

1 6

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m2 34.20 no 260.00 no 20.00

6.000 0.300

1 no. 6 no.

Amount 160.00 892.00 150.00 82.30 615.60 260.00 120.00 $2,279.90 $2,279.90

sump length width depth exca.

sump

1.80 m 0.60 m 2.13 m

location CH 700 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

1.000 2.200 0.600 1.000

6.00 m3 100%

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L 802 w 800 L 801 w

length depth 2.200 0.200 0.200 2.200 Total

L.C. (G15) base H.C.

1 1

1.000 1.000

2.200 2.200

0.050 0.150

formwork L.W W.W soffit

2 2 1

2.200 1.000 1.800

2.526 2.526 0.600 Total

11.11 5.05 1.08 17.24

Tt Tb Tt Tb Wi W We-Bb We-Bb Bt Bt L.openT W.openT

T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 16 T 16

No. 1 1 1 1 2 2 1 1 1 1 1 1

No. 7 7 19 19 25 23 7 19 7 19 4 4

Spac'g Length 0.100 2.900 0.100 2.600 0.100 1.700 0.100 1.400 0.100 3.126 0.100 3.400 0.100 6.852 0.100 5.652 0.100 3.200 0.100 1.600 3.800 2.600

850x1000 ped grad'g Alum. Rung

Qty

Unit 6 4 1 1

1 1

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30

1 7

6.000 0.300

Volume 0.44 1.87 0.51 0.44 3.26

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 1.579 1.579 Total

Exca. & dispose concrete G40 Lean G15 T10-20 base H.C.

0.200 2.126 2.126 0.200

$2,279.90

0.11 0.33

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1 no. 7 no.

Amount 120.00 892.00 150.00 82.30 9539271.xls/sump/46

formwork 850x1000 ped grad'g Alum. Rung

18 1 7

m2 34.20 no 260.00 no 20.00

615.60 260.00 140.00 $2,259.90 $2,259.90

sump length width depth exca.

sump

2.20 m 2.20 m 3.47 m

location CH 1140 Description no. top (G40) L.wall (G40) W.wall (G40) base (G40)

width 1 2 2 1

2.600 2.600 2.200 2.600

27.53 m3 100%

800 L 800 L 801 w 801 w 802 L,w 803 link 802 L 802 w 800 L 801 w

length depth 2.600 0.200 0.200 2.600

0.200 3.472 3.472 0.200

Total 1 1

2.600 2.600

2.600 2.600

0.050 0.150

formwork L.W W.W soffit

2 2 1

2.600 2.600 2.200

3.872 3.872 2.200 Total

20.13 20.13 4.84 45.10

T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 10 T 16 T 16

No. 1 1 1 1 2 2 1 1 1 1 1 1

No. 23 23 23 23 45 36 23 23 23 23 4 4

Spac'g Length 0.100 3.300 0.100 3.000 0.100 3.300 0.100 3.000 0.100 4.472 0.100 5.400 0.100 9.944 0.100 9.944 0.100 3.600 0.100 3.200 4.200 4.200

mass 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 1.579 1.579 Total

850x1000 ped grad'g Alum. Rung

Qty Exca. & dispose concrete G40 Lean G15 T10-20 base H.C. formwork 850x1000 ped grad'g Alum. Rung

Unit 28 10 1 2 46 1 11

1 1

Rate m3 20.00 m3 223.00 m3 150.00 kg 1.20 m3 82.30 m2 34.20 no 260.00 no 20.00

1 11

Volume 1.35 3.61 3.06 1.35 9.37

L.C. (G15) base H.C.

Tt Tb Tt Tb Wi W We-Bb We-Bb Bt Bt L.openT W.openT

$2,259.90

6.000 0.300

0.34 1.01

T10-20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1 no. 11 no.

Amount 560.00 2,230.00 150.00 164.60 1,573.20 260.00 220.00 $5,157.80

$5,157.80

9539271.xls/sump/47

40 cast in-situ pipe 2.00 m dia 1 1.05 m H1 2.500 m W1 0.175

location MH 1 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 1.338 1.900 2.400

H 2.500 0.000 0.750

W Volume 0.175 1.84 0.800 0.00 0.00

dia 2 H2 W2

1.50 m 0.000 m 0.800 m

granolitic benching

1 3.14

1.900

2.300

0.56

caisson

8.000 m

Lean conc

0 3.14

2.400

0.050

0.00

1 3.143

8.000

4.100

0.350

36.09

1 3.14 2 3.14 0 3.14 1 3.143

1.425 1.900 1.900 8.000

2.500 0.000 0.750 4.100

0.175 0.800

11.20 0.00 0.00 103.10

exca. dispose

B.F.

1.84

243.83 m3 caisson (G35) 6.37 m3 237.46 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

114.30

2 C L C

wall lower cobel

L base

T 20 T 20 T 32 T 32 T 20 T 20

No. 2 2 2 1 3 0

No. Spac'g Length 1 0.150 6.97 41 0.150 1.00 15 0.150 5.97 15 0.150 6.30 41 0.150 1.80 17 0.150 3.90

mass 2.466 2.466 6.313 6.313 2.466 2.466

rebar

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing Inter. Slab c/w railing 250mm upvc vent pipe cat ladder safety net safety rope

Qty 244 7 238 2 1 37 12 207 115 3 1 2 1 (1) 0 0 1 1

Unit Rate m3 20.00 m3 18.00 m3 18.00 m3 213.00 m3 200.00 m3 m3 213.00 kg 1.20 m2 m2 m2 m no no no no m m no no

Amount 4,880.00 126.00 4,284.00 426.00 200.00 7,881.00 -

0.0 0.0 0.0 0.0 0.0 0.0 0.0

2

1.05 m dia 1.05 m dia 610 mm dia 1.05 m dia 1.50 m dia

$17,797.00

cast in-situ pipe 2.00 m dia 1 1.80 m H1 10.500 m W1 0.175 dia 2 H2 W2

3.40 m 20.728 m 0.800 m

caisson

exca. dispose

B.F.

8.000 m

location MH HG -8 & -7 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 2.088 3.800 4.300

(same depth) H W Volume 10.500 0.175 12.06 20.728 0.800 198.06 0.750 0.00 210.12

granolitic benching

1 3.14

3.800

2.300

14.16

Lean conc

0 3.14

4.300

0.050

0.00

1 3.143

8.000

32.828

0.350

288.90

1 3.14 2 3.14 0 3.14 1 3.143

2.175 3.800 3.800 8.000

10.500 20.728 0.750 32.828

0.175 0.800

71.78 495.13 0.00 825.43

1,952.31 m3 caisson (G35) 460.81 m3 1,491.50 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

1392.34

2 C L C

wall lower cobel

L base

T 20 T 20 T 32 T 32 T 20 T 20

No. 2 2 2 1 3 0

No. Spac'g Length 140 0.150 12.94 81 0.150 21.73 23 0.150 11.94 23 0.150 8.60 81 0.150 2.95 30 0.150 5.80

mass 2.466 2.466 6.313 6.313 2.466 2.466

rebar 0.0 0.0 0.0 0.0 0.0 0.0

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing Inter. Slab c/w railing 250mm upvc vent pipe cat ladder safety net safety rope

Qty 1,953 461 1,492 211 15 289 72 1,651 1,393 11 1 2 2 4 29 29 1 1

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no no m m no no

0.0

Amount -

211

1.80 m dia 1.80 m dia 610 mm dia 1.80 m dia 3.40 m dia

$-

cast in-situ pipe 2.00 m dia 1 1.80 m H1 10.500 m W1 0.175 dia 2 H2 W2

3.40 m 17.355 m 0.800 m

caisson

exca. dispose

B.F.

8.000 m

location MH HG -6 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 2.088 3.800 4.300

H 10.500 17.355 0.750

W Volume 0.175 12.06 0.800 165.83 0.00 177.89

granolitic benching

1 3.14

3.800

2.300

14.16

Lean conc

0 3.14

4.300

0.050

0.00

1 3.143

8.000

29.455

0.350

259.22

1 3.14 2 3.14 0 3.14 1 3.143

2.175 3.800 3.800 8.000

10.500 17.355 0.750 29.455

0.175 0.800

71.78 414.56 0.00 740.62

1,751.71 m3 caisson (G35) 394.56 m3 1,357.15 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

1226.96

2 C L C

wall lower cobel

L base

T 20 T 20 T 32 T 32 T 20 T 20

No. 2 2 2 1 3 0

No. Spac'g Length 117 0.150 12.94 81 0.150 18.36 23 0.150 11.94 23 0.150 8.60 81 0.150 2.95 30 0.150 5.80

mass 2.466 2.466 6.313 6.313 2.466 2.466

rebar

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing Inter. Slab c/w railing 250mm upvc vent pipe cat ladder safety net safety rope

Qty 1,752 395 1,358 178 15 260 72 1,482 1,227 11 1 2 2 3 26 26 1 1

Unit Rate Amount m3 25.00 43,800.00 m3 25.00 9,875.00 m3 10.00 13,580.00 m3 95.00 16,910.00 m3 90.00 1,350.00 m3 m3 92.00 23,920.00 kg 1.00 m2 6.30 453.60 m2 10.50 15,561.00 m2 24.00 29,448.00 m 580.00 6,090.00 no 910.00 910.00 no 1,400.00 2,800.00 no 950.00 1,900.00 no 1,200.00 3,600.00 m 50.00 1,277.75 m 85.00 2,172.18 no 185.00 185.00 no 414.00 414.00

0.0 0.0 0.0 0.0 0.0 0.0 0.0

178

1.80 m dia 1.80 m dia 610 mm dia 1.80 m dia 3.40 m dia

$174,246.53

cast in-situ pipe 2.00 m dia 1 1.80 m H1 5.275 m W1 0.175 dia 2 H2 W2

3.40 m 16.512 m 0.800 m

caisson

exca. dispose

B.F.

8.000 m

location MH HG -5 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 2.088 3.800 4.300

H 5.275 16.512 0.750

W Volume 0.175 6.06 0.800 157.77 0.00 163.83

granolitic benching

1 3.14

3.800

2.300

14.16

Lean conc

0 3.14

4.300

0.050

0.00

1 3.143

8.000

23.387

0.350

205.82

1 3.14 2 3.14 0 3.14 1 3.143

2.175 3.800 3.800 8.000

5.275 16.512 0.750 23.387

0.175 0.800

36.07 394.42 0.00 588.05

1,390.85 m3 caisson (G35) 351.31 m3 1,039.54 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

1018.54

2 C L C

wall lower cobel

L base

T 20 T 20 T 32 T 32 T 20 T 20

No. 2 2 2 1 3 0

No. Spac'g Length 112 0.150 12.94 81 0.150 17.51 23 0.150 11.94 23 0.150 8.60 81 0.150 2.95 30 0.150 5.80

mass 2.466 2.466 6.313 6.313 2.466 2.466

rebar 0.0 0.0 0.0 0.0 0.0 0.0

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing Inter. Slab c/w railing 250mm upvc vent pipe cat ladder safety net safety rope

Qty 1,391 352 1,040 164 15 206 37 1,177 1,019 5 1 2 1 3 19 19 1 1

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no no m m no no

0.0

Amount -

164

1.80 m dia 1.80 m dia 610 mm dia 1.80 m dia 3.40 m dia

$-

cast in-situ pipe 2.00 m dia 1 1.80 m H1 5.275 m W1 0.175 dia 2 H2 W2

3.40 m 16.225 m 0.800 m

caisson

exca. dispose

B.F.

8.000 m

location MH HG -4 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 2.088 3.800 4.300

H 5.275 16.225 0.750

W Volume 0.175 6.06 0.800 155.03 0.00 161.09

granolitic benching

1 3.14

3.800

2.300

14.16

Lean conc

0 3.14

4.300

0.050

0.00

1 3.143

8.000

23.100

0.350

203.29

1 3.14 2 3.14 0 3.14 1 3.143

2.175 3.800 3.800 8.000

5.275 16.225 0.750 23.100

0.175 0.800

36.07 387.57 0.00 580.83

1,373.78 m3 caisson (G35) 345.67 m3 1,028.11 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

1004.47

2 C L C

wall lower cobel

L base

T 20 T 20 T 32 T 32 T 20 T 20

No. 2 2 2 1 3 0

No. Spac'g Length 110 0.150 12.94 81 0.150 17.23 23 0.150 11.94 23 0.150 8.60 81 0.150 2.95 30 0.150 5.80

mass 2.466 2.466 6.313 6.313 2.466 2.466

rebar 0.0 0.0 0.0 0.0 0.0 0.0

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing Inter. Slab c/w railing 250mm upvc vent pipe cat ladder safety net safety rope

Qty 1,374 346 1,029 162 15 204 37 1,162 1,005 5 1 2 1 3 19 19 1 1

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no no m m no no

0.0

Amount -

162

1.80 m dia 1.80 m dia 610 mm dia 1.80 m dia 3.40 m dia

$-

cast in-situ pipe 2.00 m dia 1 1.80 m H1 5.275 m W1 0.175 dia 2 H2 W2

3.40 m 15.300 m 0.800 m

caisson

exca. dispose

B.F.

8.000 m

location MH HG -3 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 2.088 3.800 4.300

H 5.275 15.300 0.750

W Volume 0.175 6.06 0.800 146.19 0.00 152.25

granolitic benching

1 3.14

3.800

2.300

14.16

Lean conc

0 3.14

4.300

0.050

0.00

1 3.143

8.000

22.175

0.350

195.15

1 3.14 2 3.14 0 3.14 1 3.143

2.175 3.800 3.800 8.000

5.275 15.300 0.750 22.175

0.175 0.800

36.07 365.47 0.00 557.57

1,318.77 m3 caisson (G35) 327.50 m3 991.27 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

959.11

2 C L C

wall lower cobel

L base

T 20 T 20 T 32 T 32 T 20 T 20

No. 2 2 2 1 3 0

No. Spac'g Length 103 0.150 12.94 81 0.150 16.30 23 0.150 11.94 23 0.150 8.60 81 0.150 2.95 30 0.150 5.80

mass 2.466 2.466 6.313 6.313 2.466 2.466

rebar 0.0 0.0 0.0 0.0 0.0 0.0

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing Inter. Slab c/w railing 250mm upvc vent pipe cat ladder safety net safety rope

Qty 1,319 328 992 153 15 196 37 1,116 960 5 1 2 1 3 18 18 1 1

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no no m m no no

0.0

Amount -

153

1.80 m dia 1.80 m dia 610 mm dia 1.80 m dia 3.40 m dia

$-

cast in-situ pipe 2.00 m dia 1 1.80 m H1 5.275 m W1 0.175 dia 2 H2 W2

3.40 m 13.517 m 0.800 m

caisson

exca. dispose

B.F.

8.000 m

location MH HG -2 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 2.088 3.800 4.300

H 5.275 13.517 0.600

W Volume 0.175 6.06 0.800 129.16 0.00 135.22

granolitic benching

1 3.14

3.800

2.300

14.16

Lean conc

0 3.14

4.300

0.050

0.00

1 3.143

8.000

20.392

0.350

179.46

1 3.14 2 3.14 0 3.14 1 3.143

2.175 3.800 3.800 8.000

5.275 13.517 0.750 20.392

0.175 0.800

36.07 322.88 0.00 512.74

1,212.73 m3 caisson (G35) 292.48 m3 920.25 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

871.69 2 C L C

wall lower cobel

L base

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing Inter. Slab c/w railing 250mm upvc vent pipe cat ladder safety net safety rope 1200 bell mouth 1200 DI pipe 1200 flange 90O duckfoot bend (G25)

Qty 1,213 293 921 136 15 180 37 1,026 872 5 1 2 1 2 16 16 1 1 1 16 6 1 633

T 20 T 20 T 32 T 32 T 20 T 20

No. 2 2 2 1 3 0

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no no m m no no no m no no m3

No. Spac'g Length 92 0.150 12.94 81 0.150 14.52 23 0.150 11.94 23 0.150 8.60 81 0.150 2.95 30 0.150 5.50

mass 2.466 2.466 6.313 6.313 2.466 2.466 Total

rebar 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Amount -

136

1.80 m dia 1.80 m dia 610 mm dia 1.80 m dia 3.40 m dia

88.71 77.02

$-

cast in-situ pipe 2.00 m dia 1 1.80 m H1 0.000 m W1 0.175

location MH HG -6a Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 2.088 3.800 4.300

H 0.000 2.410 0.600

W Volume 0.175 0.00 0.800 23.03 0.00

dia 2 H2 W2

3.40 m 2.410 m 0.800 m

granolitic benching

1 3.14

3.800

2.300

14.16

caisson

6.000 m

Lean conc

0 3.14

4.300

0.050

0.00

1 3.143

6.000

31.455

0.350

207.62

1 3.14 2 3.14 0 3.14 1 3.143

2.175 3.800 3.800 6.000

0.000 2.410 0.750 31.455

0.175 0.800

0.00 57.57 0.00 593.18

exca. dispose

B.F.

23.03

1,109.45 m3 caisson (G35) 47.34 m3 1,062.11 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

650.75 2 C L C

wall lower cobel

L base

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing Inter. Slab c/w railing 250mm upvc vent pipe cat ladder safety net safety rope 1200 bell mouth 1200 DI pipe 1200 flange 90O duckfoot bend (G25)

Qty 1,110 48 1,063 24 15 208 1,187 651 1 1 1 0 0 1 1 2 39 16 1 802

T 20 T 20 T 32 T 32 T 20 T 20

No. 2 2 0 0 0 0

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no no m m no no no m no no m3

No. Spac'g Length 18 0.150 12.94 81 0.150 3.41 23 0.150 11.94 23 0.150 8.60 81 0.150 2.95 30 0.150 5.50

mass 2.466 2.466 6.313 6.313 2.466 2.466 Total

rebar 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Amount -

24

1.80 m dia 1.80 m dia 610 mm dia 1.80 m dia 3.40 m dia

116.59 89.15

11

$-

cast in-situ pipe 0.30 m dia 1 1.50 m H1 7.746 m W1 0.175

location MH HG -10 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 1.788 1.690 2.190

H 7.746 0.750 0.500

W Volume 0.175 7.62 0.380 1.52 0.00

dia 2 H2 W2

1.50 m 0.750 m 0.380 m

granolitic benching

1 3.14

1.690

0.450

0.89

caisson

8.000 m

Lean conc

0 3.14

2.190

0.050

0.00

1 3.143

8.000

10.096

0.350

88.85

1 3.14 2 3.14 0 3.14 1 3.143

1.875 1.690 1.690 8.000

7.746 0.750 0.750 10.096

0.175 0.380

45.65 7.97 0.00 253.86

exca. dispose

B.F.

9.14

600.42 m3 caisson (G35) 33.83 m3 566.59 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

307.48

0.3 C L

wall lower base

T 20 T 20 T 20

No. 2 2 0

No. Spac'g Length mass 6 0.150 6.31 2.466 37 0.150 1.75 2.466 16 0.150 3.19 2.466

rebar 0.0 0.0 0.0

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing cat ladder (G25)

Qty 601 34 567 10 1 89 46 508 308 8 1 1 1 8 38

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no m m3

0.0

Amount -

10

1.50 m dia 1.50 m dia 610 mm dia 1.50 m dia

$-

cast in-situ pipe 0.30 m dia 1 1.50 m H1 12.131 m W1 0.175

location MH HG -11 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 1.788 1.690 2.190

H 12.131 0.750 0.500

W Volume 0.175 11.93 0.380 1.52 0.00

dia 2 H2 W2

1.50 m 0.750 m 0.380 m

granolitic benching

1 3.14

1.690

0.450

0.89

caisson

8.000 m

Lean conc

0 3.14

2.190

0.050

0.00

1 3.143

8.000

14.481

0.350

127.44

1 3.14 2 3.14 0 3.14 1 3.143

1.875 1.690 1.690 8.000

12.131 0.750 0.750 14.481

0.175 0.380

71.49 7.97 0.00 364.12

exca. dispose

B.F.

13.45

861.20 m3 caisson (G35) 51.27 m3 809.93 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

443.58

0.3 C L

wall lower base

T 20 T 20 T 20

No. 2 2 0

No. Spac'g Length mass 6 0.150 6.31 2.466 37 0.150 1.75 2.466 16 0.150 3.19 2.466

rebar 0.0 0.0 0.0

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing cat ladder (G25) 300 dia backdrop 300 tee 300 angle

Qty 862 52 810 14 1 128 72 729 444 12 1 1 2 13 239 8 1 1

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no m m3 m no no

0.0

Amount -

14

1.50 m dia 1.50 m dia 610 mm dia 1.50 m dia 115 107.37

$-

cast in-situ pipe 0.30 m dia 1 1.50 m H1 4.814 m W1 0.175

location MH HG -12 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 1.788 1.690 2.190

H 4.814 0.750 0.500

W Volume 0.175 4.74 0.380 1.52 0.00

dia 2 H2 W2

1.50 m 0.750 m 0.380 m

granolitic benching

1 3.14

1.690

0.450

0.89

caisson

8.000 m

Lean conc

0 3.14

2.190

0.050

0.00

1 3.143

8.000

7.164

0.350

63.05

1 3.14 2 3.14 0 3.14 1 3.143

1.875 1.690 1.690 8.000

4.814 0.750 0.750 7.164

0.175 0.380

28.37 7.97 0.00 180.14

exca. dispose

B.F.

6.26

426.05 m3 caisson (G35) 22.16 m3 403.89 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

216.48

0.3 C L

wall lower base

T 20 T 20 T 20

No. 2 2 0

No. Spac'g Length mass 6 0.150 6.31 2.466 37 0.150 1.75 2.466 16 0.150 3.19 2.466

rebar 0.0 0.0 0.0

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing cat ladder (G25)

Qty 427 23 404 7 1 64 29 361 217 5 1 1 5 38

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no m m3

0.0

Amount -

7

1.50 m dia 1.50 m dia 610 mm dia 1.50 m dia

$-

cast in-situ pipe 0.30 m dia 1 1.50 m H1 2.519 m W1 0.175

location MH HG -13 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 1.788 1.690 2.190

H 2.519 0.750 0.350

W Volume 0.175 2.48 0.380 1.52 0.00

dia 2 H2 W2

1.50 m 0.750 m 0.380 m

granolitic benching

1 3.14

1.690

0.450

0.89

caisson

8.000 m

Lean conc

0 3.14

2.190

0.050

0.00

1 3.143

8.000

4.869

0.350

42.85

1 3.14 2 3.14 0 3.14 1 3.143

1.875 1.690 1.690 8.000

2.519 0.750 0.750 4.869

0.175 0.380

14.85 7.97 0.00 122.43

exca. dispose

B.F.

4.00

289.57 m3 caisson (G35) 13.03 m3 276.54 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

145.25

0.3 C L

wall lower base

T 20 T 20 T 20

No. 2 2 0

No. Spac'g Length mass 6 0.150 6.31 2.466 37 0.150 1.75 2.466 16 0.150 2.89 2.466

rebar 0.0 0.0 0.0

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing cat ladder (G25)

Qty 290 14 277 4 1 43 15 245 146 3 1 1 3 38

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no m m3

0.0

Amount -

4

1.50 m dia 1.50 m dia 610 mm dia 1.50 m dia

$-

cast in-situ pipe 0.30 m dia 1 1.50 m H1 4.652 m W1 0.175

location MH HG E6 Description no. pie wall upper (G40) 1 3.14 wall lower (G40) 1 3.14 base (G40) 0 3.14

dia 1.788 1.690 2.190

H 4.652 0.750 0.500

W Volume 0.175 4.58 0.380 1.52 0.00

dia 2 H2 W2

1.50 m 0.750 m 0.380 m

granolitic benching

1 3.14

1.690

0.450

0.89

caisson

8.000 m

Lean conc

0 3.14

2.190

0.050

0.00

1 3.143

8.000

7.002

0.350

61.63

1 3.14 2 3.14 0 3.14 1 3.143

1.875 1.690 1.690 8.000

4.652 0.750 0.750 7.002

0.175 0.380

27.42 7.97 0.00 176.06

exca. dispose

B.F.

6.10

416.42 m3 caisson (G35) 21.52 m3 394.90 m3 wall upper (fwk) wall lower (fwk) base (fwk) caisson (fwk)

211.45

0.3 C L

wall lower base

T 20 T 20 T 20

No. 2 2 0

No. Spac'g Length mass 6 0.150 6.31 2.466 37 0.150 1.75 2.466 16 0.150 3.19 2.466

rebar 0.0 0.0 0.0

Total

exca. dispose B.F. (G40) granolitic benching Lean conc (G35) rebar BRC A10 BRC A13 formwork chamber ring Top slab air & water tight cover Inter. Slab c/w railing cat ladder (G25) 300 dia backdrop 300 tee 300 angle

Qty 417 22 395 7 1 62 28 353 212 5 1 1 5 139 4 1 1

Unit Rate m3 m3 m3 m3 m3 m3 m3 kg m2 m2 m2 m no no no m m3 m no no

0.0

Amount -

7

1.50 m dia 1.50 m dia 610 mm dia 1.50 m dia 118.27 115.2

$-

1072

35

30

1 37

25

15 289

15 260

15 206

15 204

15 196

15 180

633

15 208

802

1 89

38

1 128

239

1 64

38

1 43

38

1 62

139

1966

111

1927

PUB CONTRACT Project: 3 - DRAINS @ GEYLANG Chainage

length width

Drain exist'g level

Avg.dp inner propose

outer propose

diff

Volume Area

diff

AMK Ave 1 - South 370.0 390.0 420.0 430.0 450.0 470.0 490.0 510.0 530.0 540.0 560.0 580.0 590.0 610.0 635.0 640.0 660.0 680.0 690.0

370.0 390.0 420.0 430.0 450.0 470.0 490.0 510.0 530.0 540.0 560.0 580.0 590.0 610.0 635.0 640.0 660.0 680.0 690.0 707.0

20.0 30.0 10.0 20.0 20.0 20.0 20.0 20.0 10.0 20.0 20.0 10.0 20.0 25.0 5.0 20.0 20.0 10.0 17.0

0.0 2.0 2.5 3.0 3.0 6.0 6.0 6.0 6.0 6.0 8.0 13.0 13.0 6.0 4.5 4.5 3.0 2.0 4.5 3.0

110.890 111.060 111.060 111.180 111.350 111.615 111.880 112.340 112.710 112.890 112.990 113.000 113.000 113.010 113.010 113.210 113.240 113.360 113.480 113.860

111.216 111.369 111.521 111.572 111.674 111.751 111.827 111.904 111.980 112.123 112.222 112.321 112.371 112.449 112.565 112.565 112.699 112.796 112.707 112.707

(0.326) (0.309) (0.461) (0.392) (0.324) (0.136) 0.053 0.436 0.730 0.767 0.768 0.679 0.629 0.561 0.445 0.645 0.541 0.564 0.773 1.153

0 0 0 0 0 0 0.053 0.436 0.730 0.767 0.768 0.679 0.629 0.561 0.445 0.645 0.541 0.564 0.773 1.153

-

0.000 0.000 0.000 0.000 0.000 0.000 0.026 0.218 0.365 0.383 0.384 0.340 0.315 0.281 0.223 0.322 0.270 0.282 0.387 0.577

0.000 0.000 0.000 0.000 0.000 0.013 0.122 0.292 0.374 0.384 0.362 0.327 0.298 0.252 0.273 0.296 0.276 0.334 0.482

-

0.00 0.00 0.00 0.00 0.00 1.59 14.67 34.98 44.91 26.86 75.97 85.02 28.26 26.41 30.66 5.56 13.81 21.73 18.06

40.0 75.0 30.0 60.0 120.0 120.0 120.0 120.0 60.0 160.0 260.0 130.0 120.0 112.5 22.5 60.0 40.0 45.0 51.0

428.49

1746.00

1.05 449.91 Slip Rd A 10.0 20.0 30.0 40.0 50.0 60.0

10.0 20.0 30.0 40.0 50.0 60.0 70.0

10.0 10.0 10.0 10.0 10.0 10.0 10.0

0.0 0.0 5.0 7.0 7.0 20.0 5.0 2.0

114.656 114.429 114.201 113.973 113.798 113.623 113.553

114.656 116.929 117.701 117.473 123.798 116.123 114.553

2.500 3.500 3.500 10.000 2.500 1.000

2.500 3.500 3.500 10.000 2.500 1.000

-

0.000 0.000 1.250 1.750 1.750 5.000 1.250 0.500

0.000 0.000 0.625 1.500 1.750 3.375 3.125 0.875

0.00 0.00 15.63 90.00 122.50 455.63 390.63 30.63

50.0 70.0 70.0 200.0 50.0 20.0

1105.02

460.00

1.05 9539271.xls/earth/76

1160.27

Slip Rd B 15.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0

15.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0

15.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

0.0 0.0 1.0 5.0 7.0 11.0 10.0 8.0 5.0 -

113.596 113.596 113.590 113.584 113.590 113.654 113.771 113.888 114.005

114.656 114.096 116.090 117.084 119.090 118.654 117.771 116.388 114.005

1.060 0.500 2.500 3.500 5.500 5.000 4.000 2.500 -

1.060 0.500 2.500 3.500 5.500 5.000 4.000 2.500 -

-

0.000 0.530 0.250 1.250 1.750 2.750 2.500 2.000 1.250 0.000

0.000 0.265 0.390 0.750 1.500 2.250 2.625 2.250 1.625 0.625

0.00 0.00 2.93 11.25 90.00 202.50 275.63 202.50 105.63 15.63

5.0 50.0 70.0 110.0 100.0 80.0 50.0 -

906.07

465.00

1.05 951.37 Slip Rd C 35.0 40.0 50.0 60.0 75.0 90.0 100.0

35.0 40.0 50.0 60.0 75.0 90.0 100.0 110.0

5.0 10.0 10.0 15.0 15.0 10.0 10.0 -

0.0 2.0 4.5 5.0 10.5 14.0 9.0 6.0

115.007 114.824 114.678 114.130 113.657 113.626 113.771

116.007 117.074 117.178 119.380 120.657 118.126 116.771

1.000 2.250 2.500 5.250 7.000 4.500 3.000 -

1.000 2.250 2.500 5.250 7.000 4.500 3.000

-

0.000 0.500 1.125 1.250 2.625 3.500 2.250 1.500 0.000

0.000 0.250 0.813 1.188 1.938 3.063 2.875 1.875 0.750

0.00 0.00 13.20 56.41 150.16 562.73 495.94 140.63 22.50

10.0 45.0 50.0 157.5 210.0 90.0 60.0 -

1441.57

622.50

1.05 1513.65

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

121.5 57.0 290.2 409.8 655.0 593.3 471.1 291.0 -

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

116.0 263.4 292.9 626.7 844.6 531.6 350.3

0.00

5914.40

1.05 0

Slip Rd D 30.0 40.0 50.0 60.0 70.0 80.0

30.0 40.0 50.0 60.0 70.0 80.0 90.0

10.0 10.0 10.0 10.0 10.0 10.0

2.0 9.0 15.0 10.0 7.0 4.0 2.0

113.696 113.723 113.750 113.778 113.805 113.832 113.860

114.696 118.223 121.250 118.778 117.305 115.832 114.860

1.000 4.500 7.500 5.000 3.500 2.000 1.000

1.000 4.500 7.500 5.000 3.500 2.000 1.000

-

0.500 2.250 3.750 2.500 1.750 1.000 0.500

0.250 1.375 3.000 3.125 2.125 1.375 0.750

0.00 0.00 360.00 390.63 180.63 75.63 22.50

90.0 150.0 100.0 70.0 40.0 20.0

0.00 0.00 0.00 0.00 0.00 0.00 0.00

114.7 532.0 909.4 593.9 410.6 231.7 114.9

9539271.xls/earth/77

90.0 100.0

100.0 105.0

10.0 5.0

1.0 0.5

113.873 113.887

113.9 113.8

114.373 114.137

0.1

0.500 0.250

0

0.500 0.250 -

-

0.03

0.250 0.125 0.000

0.375 0.188 0.063

5.63 1.41 0.08

10.0 2.5 -

1036.51

482.50

1.05 1088.34

0.00 0.00 0.00 0.00 0.00 0.00 0.00

57.2 28.5 -

9539271.xls/earth/78

MATERIAL PROJECT: DATE : FILENAME:MATERIALS

S/N

MATERIALS 1

2

3 4 MATERIAL LABOUR

5 WASTE

EA 01 EA 02 EA03 EA04

Bulk Excavation Excavate for drains Disposal Earth Fill

CE 01 CE 02 CE 03 CE 04 CE 05

Concrete Sand Granite Dust Graded stone Granite Aggregate Sub-base / HC

CE 10 CE 11 CE 12 CE 13 CE 14 CE 15 CE 16

Lean Conc G15 Conc G20 Conc G25 Conc G30 Conc G35 Conc G40 Conc G45

CE 20 CE 21

HT Rebar MS Rebar

1.00

0.30

CE 30 CE 31 CE 32 CE 33 CE34

BRC B06 BRC B08 BRC B10 BRC B12 BRC A05

4.14 6.23 8.55 11.45 1.83

0.52 0.83 1.14 1.53 0.22

-5% -5% -5% -5% -5%

CE 40 CE 41

PLAIN FWK ROUND FWK

4.71 9.42

25.00 25.00

10%

CE 50 CE 51

Premix

5%

CE 60

Geotextile Type A

CE 70 CE 71 CE 72 CE 73

PVC 'B' Pipe 50mm PVC 'B' Pipe 100mm PVC 'B' Pipe 150mm PVC 'B' Pipe 200mm PVC 'C' Pipe 200mm perforated PVC 'C'Pipe 250mm perforated

CE 74 CE 75

Tender / 9539271.xls

60.00 60.00 40.00 39.00 16.00

5% 5% 5% 5% 5%

30.00 30.00 30.00 30.00 30.00 30.00 30.00

5% 5% 5% 5% 5% 5% 5%

80% 130% 130% 130% 130%

7.00 NETT

9 unit

8.00 12.00 8.00 8.00

m3 m3 m3 m3

111.00 183.30 105.80 103.40 49.00

m3 m3 m3 m3 m3

32.00 32.00 32.00 32.00 32.00 32.00 32.00

m3 m3 m3 m3 m3 m3 m3

1.30

kg

4.40 6.70 9.20 12.30 1.90

m2 m2 m2 m2 m2

5%

34.20 34.40

m2 m2

133%

226.10 -

m3 m3

5.00

5.00

m2

1.03 3.00 5.75 9.58

1.00 3.00 5.80 9.60

m m m m

17.50

17.50

m

23.67

23.70

m

95.00

18.00 5.00 5.00 5.00

6 MISC

1.38

Page 79