bill no. 4 - external work

8/8/2019 BILL NO. 4 - External Work

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CONTENTS

ELEMENT DESCRIPTION

NO.

1 (WATER RETICULATION )

2 (SURFACE WATER DRAINAGE )

3 (SEWERAGE )

4 (ROAD AND PAVEMENT )

5 (LANDSCAPE )

6 (FENCING & GATE )

PROPOSED CONSTRUCTION AND COMPLETION OF NINETEEN (19) UNITS OF DOUBLESTOREY BUNGALOW AT ZON 5 UNIVERSITY TEKNOLOGI MARA PERAK


2/22

QSG/2010


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SUMMARY

ITEM SUMMARY Page No.

1 (WATER RETICULATION ) ---------------- H/B4/WR/1 47,702.68

2 (SURFACE WATER DRAINAGE ) ---------------- H/B4/SWD/4 89,521.93

3 (SEWERAGE ) ---------------- H/B4/SWR/3 18,872.45

4 (ROAD AND PAVEMENT ) ---------------- H/B4/RP/3 404,474.73

5 (LANDSCAPE ) ---------------- H/B4/LAN/3 158,835.10

6 (FENCING & GATE ) ---------------- H/B4/FG/3 123,420.52

TOTAL CARRIED FORWARD TO SUMMARY OF TENDER 842,827.41

QSG/2010 H/B4

PROPOSED CONSTRUCTION AND COMPLETION OF NINETEEN (19) UNITS OF DOUBLESTOREY BUNGALOW AT ZON 5 UNIVERSITI TEKNOLOGI MARA PERAK

(AMOUNTRM )


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DESCRIPTIONS UNIT QTY

ELEMENT NO. 1 -WATER RETICULATION

A

M (248 ) 10.30 2,554.40

B

M (34 ) 10.30 350.20

C

M (248 ) 84.00 20,832.00

D

M (34 ) 72.62 2,469.08

E

No (4 ) 200.00 800.00

F

No (1 ) 200.00 200.00

G

No (2 ) 978.50 1,957.00

H

No 2 4,635.00 9,270.00

J

No (2 ) 4,635.00 9,270.00


ITEMNO

RATE(RM)

AMOUNT(RM)

ground level average depth stages start 0.45m, getout, part return, fill in and ram, spread in making uplevel where directed within the site for 180mmdiameter HDPE

ground level average depth stages start 0.45m, getout, part return, fill in and ram, spread in making uplevel where directed within the site for 150mmdiameter MSCL pipe

180mm diameter approved high density polythene(HDPE) pipe including joints, short length,brackets, and the like, in running lengths, chasingfor fixing including pipe support and thrust block

,short length, brackets, and the like, in runninglengths, chasing for fixing including pipe supportand thrust block

polythene (HSDP) pipe, including joints, shortlength, brackets, coskets and the like in running

length, chasing for and fixing including pipe supportand thrust block for 180mm diameter bend

polythene (HSDP) pipe, including joints, shortlength, brackets, coskets and the like in runninglength, chasing for and fixing including pipe supportand thrust block for 180mm, 150mm tee

150mm diameter scover valve (SC) including alljointing and necessary fitting to pipes

180mm diameter 300 Gal pillar type hydrat

including all jointings and necessary fitting to pipe

180mm diameter bulk meter including all jointingsand necessary fitting to pipes


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ITEMNO

RATE(RM)

AMOUNT(RM)

ELEMENT NO. 1 -WATER RETICULATION 47,702.68

CARRIED TO SUMMARY


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ELEMENT NO. 2 - SURFACE WATER DRAINAGE

Notes:

PRECAST CONCRETE DRAIN

A M3 544 44.68 24,305.92

B

M3 27 75.20 2,030.40

C Disposal of excavated material within the site, spread an M3 544 23.20 12,620.80

D

M3 59 13.70 808.30

EItem 500.00

PLAIN IN-SITU CONCRETE (GRADE 15 - 38MM

AGGREGATE) as described

F M3 9 226.60 2,039.40

VIBRATED REINFORCED CONCRETE (GRADE 25 - 20MM


G 150mm thick as concrete bed for drain M3 26 275.97 7,175.22

SAWN FORMWORK as described

H To edges of drain concrete bed not exceeding 250mm h M 1024 5.15 5,273.60

J

M 512 18.54 9,492.48

K 75mm diameter weepholes at 3000mm center to center No 171 6.18 1,056.78

PROPOSED CONSTRUCTION AND COMPLETION OF NINETEEN (19) UNITS OF DOUBLE STOREYBUNGALOW AT ZON 5 UNIVERSITI TEKNOLOGI MARA PERAK

ITEMNO

RATE(RM)

AMOUNT(RM)

specifications or per authorities's requirement,and to the satisfaction of the Engineer togetherwith liaison, obtaining clearance for Certificate ofFitness (CF) application and handing over to localauthorities.

Excavate trench to receive precast concrete drainstarting from platform level, exceeding 1.00m depth

Extra over excavate trench to receive precast concretedrain starting from platform level, exceeding 1.00mdepth for excavation in rock

Filling to excavation with the excavation materialarising from excavation

Allow for keeping the surface of the site and theexcavations free of surface water

Not exceeding 100mm thick as blinding laid on earthunder drain

600mm precast concrete drain bedded and painted incement and sand mortar (1:3) laid in concrete bed


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ITEMNO

RATE(RM)

AMOUNT(RM)

TO COLLECTION :65,302.90

ELEMENT NO. 2 - SURFACE WATER DRAINAGE (Con't)

PIPE CULVERT

A

M3 42 44.68 1,876.56

B

M3 2 75.20 150.40

C Disposal of excavated material within the site, spread an M3 42 23.20 974.40

D

M3 8 13.20 105.60

E

Item 500.00

F M3 6 15.45 92.70



G As blinding laid on earth under pipe culvert M3 2 226.60 453.20

VIBRATED REINFORCED CONCRETE (GRADE 25 - 20MM


H As concrete bed for pipe culvert M3 6 275.97 1,655.82


J

M 82 5.15 422.30

K

M 41 272.95 11,190.95

from platform level, average depth not exceeding2.00m

Extra over excavate trench to receive precast boxculvert starting from platform level, average depth notexceeding 2.00m for excavation in rock

Filling to excavation with the excavation materialarising from excavation

Allow for keeping the surface of the site and theexcavations free of surface water

150mm

To edges of pipe culvert concrete bed not exceeding250mm high

jointed with and including reinforced concrete collars incement and sand (1:3) mortar laid and jointed intrench


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ITEMNO

RATE(RM)

AMOUNT(RM)


ELEMENT NO. 2 - SURFACE WATER DRAINAGE (Con't)

SUMP

A

M3 6 44.68 268.08

B Disposal of excavated material within the site spread an M3 6 23.20 139.20



C As blinding laid on earth M3 1 226.60 226.60

VIBRATED REINFORCED CONCRETE (GRADE 25 -

20MM AGGREGATE) as described

D As concrete bed M3 1 275.97 275.97


E To edges of sump not exceeding 250mm high M 21 5.15 108.15

F

M2 30 91.84 2,755.20

G M2 30 12.13 363.90

H

No 7 380.00 2,660.00

The following shall be in 7 nos at 750mm x 750mmprecast concrete grade 20 sump

level maximum depth not exceeding 2.00m high (In7nos)

225mm thick brickwall of clay bricks in cement and

sand (1:3) mortar laid in english bond

brickwall

750mm x 750mm wide, constructed at 20mm diametermild steel bars at 50mm centers and 50mm x 50mmmild steel frame


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ITEMNO

RATE(RM)

AMOUNT(RM)


COLLECTION :

Page No H/B4/SWD/1 65,302.90

Page No H/B4/SWD/2 17,421.93

Page No H/B4/SWD/3 6,797.10


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ITEMNO

RATE(RM)

AMOUNT(RM)

ELEMENT NO. 2 - SURFACE WATER DRAINAGE 89,521.93CARRIED TO SUMMARY


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ELEMENT NO. 3 - SEWERAGE

Notes:

A

M 190 13.39 2,544.10

B

M 19 75.70 1,438.30

C

Item

DM 32 100.00 3,200.00

Manhole

E

M3 6 44.68 268.08

F

M3 1 75.20 75.20

G

Item 500.00

H

M2 5 29.28 146.40


ITEMNO

RATE(RM)

AMOUNT(RM)

specifications or per authorities's requirement,and to the satisfaction of the Engineer togetherwith liaison, obtaining clearance for Certificate ofFitness (CF) application and handing over to localauthorities.

average depth of 1.00m to receive 200mm diameterVCP including earthwork support, treating bottom,

backfilling works, compaction and disposal of surplusmaterial off site

Extra Over Excavate trench starting from existingground level average depth of 1.00m to receive200mm diameter VCP including earthwork support,treating bottom, backfilling works, compaction anddisposal of surplus material off site for rock excavation

Allow for keeping the surface and excavation free fromsurface water

150mm diameter VCP in spigot and socket rubber ringconnection laid and fall in trench

Excavate pit to receive brick manhole maximun depthnot exceeding 2.00m starting from existing groundlevel and disposal of surplus material

x ra over xcava e p o rece ve r c man o emaximun depth not exceeding 2.00m starting fromexisting ground level and disposal of surplus material

Allow for keeping the surface and excavation free fromsurface water

Layer of steel fabric reinforcement to B.S 4483 No. 46as specified well lapped at joints and elescriped


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ITEMNO

RATE(RM)

AMOUNT(RM)


ELEMENT NO. 3 - SEWERAGE (Con't)



A 50mm Thick as blinding M3 1 226.60 226.60

VIBRATED REINFORCED CONCRETE (GRADE 25 -20MM AGGREGATE) as described

B 100mm Thick as concrete bed M3 1 275.97 275.97


C To edges of concrete bed not exceeding 250mm high M 40 5.15 206.00

D

M2 40 91.84 3,673.60

EM2 40 12.13 485.20

F

No 19 57.00 1,083.00

G Septic tank to manufacturer detail No 19 250.00 4,750.00

225mm thick brickwall of clay bricks in cement andsand (1:3) mortar laid in english bond

20 mm thick cement and sand (1:3) plaster to inside ofbrickwall

450mm x 600mm approved medium duty manholecover including bedding frame in cement and sand(1:3) and sealing cover with rubber plug and paintingwith two coats of bituminous paint


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ITEMNO

RATE(RM)

AMOUNT(RM)


COLLECTION :

8,172.08

Page No H/B4/SWR/1

Page No H/B4/SWR/2 10,700.37


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ITEMNO

RATE(RM)

AMOUNT(RM)

ELEMENT NO. 3 - SEWERAGE 18,872.45

CARRIED TO SUMMARY


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ELEMENT NO. 4 - ROAD AND PAVEMENT

ROAD

AM3 1555 44.68 69,477.40

BM3 1555 23.20 36,076.00

C

M2 2659 1.55 4,121.45

DM2 2659 10.93 29,062.87

E

M2 2659 15.00 39,885.00

F

M2 2659 28.84 76,685.56

GM2 2659 21.63 57,514.17

H

M 665 60.00 39,900.00

J

M 207 61.00 12,627.00

K

No 292 25.75 7,519.00

L

No 2 602.55 1,205.10


ITEMNO

RATE(RM)

(AMOUNT(RM) )

Excavate to reduce level starting from formation levelmaximum depth not exceeding 1.0m

Remove excavated material away from site averagedistance 1 km away from site

450mm thick prepare of subgrade and compacted to a

CBR value of 5% in one layer

50mm thick sand bedding as sand blinding to recive acrusher run material

300mm thick crusher run including crusher rock orgravel with maximum grade size not exceeding 50mmthick in one layer as base course

macadam with minimum aggregate size 20mm in onelayer

course with maximum aggregate 14mm thick in onelayer

345mm x 400mm precast concrete kerb grade 20 typeL with one chamfered in fair or exposed finishing withcement and sand rendering

345mm x 400mm precast concrete kerb grade 20 typeL with one chamfered in fair or exposed finishing withcement and sand rendering for curve on plan

Extra Over for forming holes 225mm diameter PVC

pipe through precast concrete kerb

900mm x 900mm road signages "Berhenti" including25mm x 5mm x 2200mm minimum height above roadfinishes level and 100mm x 100mm x 5mm mild steelplate welded to post all connection accessoriesconcrete base, support post, excavation backfilling


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ITEMNO

RATE(RM)

(AMOUNT(RM) )


ELEMENT NO. 4 - ROAD AND PAVEMENT (Con't)

A

M 232 2.32 538.24

B

M 20 2.32 46.40

C

M 7 4.64 32.48

D Connection to existing road M 6 13.00 78.00

PAVEMENT

E

M3 132 44.68 5,897.76

F

M3 132 23.20 3,062.40

G

M2 833 12.30 10,245.90

H

M3 42 250.00 10,500.00

Prepare and apply reflectorised thermoplastic paint for100mm thick wide lane line in one layer

Prepare and apply reflectorised thermoplastic paint for100mm thick unbroken lane line in one layer

Prepare and apply reflectorised thermoplastic paint for300mm thick stop lane line in one layer

Excavate to reduce level starting from formation levelmaximum depth not exceeding 0.25m

Remove excavated material away from site average

distance 1 km away from site

100mm thick crusher run including crusher rock orground with maximum grade size 15mm thick in onelayer as base course

Insitu reinforced concrete grade 20 to concrete slabmaximum thickness not exceeeding 100mm


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ITEMNO

RATE(RM)

(AMOUNT(RM) )


COLLECTION :

Page No H/B4/RP/1 374,074

Page No H/B4/RP/2 30,401


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ITEMNO

RATE(RM)

(AMOUNT(RM) )

ELEMENT NO. 4 - ROAD AND PAVEMENT 404,474.73

CARRIED TO SUMMARY


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ELEMENT NO. 5 - LANDSCAPING WORKS

SOFT LANDSCAPING

A

M2 4,721 3.60 16,995.60

B

M2 4,721 2.00 9,442.00

C

M2 4,721 3.00 14,163.00

D

No 125 2.50 312.50

TREE

E

NO 6 210.00 1,260.00

F

NO 14 418.00 5,852.00


ITEMNO.

(RATE(RM) )

AMOUNT(RM)

Top soiling ; 200mm thick ; selected vegetable soil andtwo parts black soil, spread evently on ground surface.

Cultivating by hand, surface of ground 100mm deep,graded evently to finish level and to a fine tilt.

Surface application, fertilizing general surface ofcultivated soil at the rate of 0.08kg/m

Mulching to bed of approved polythene sheet laidevently after planting ; 50mm thick.

Planting Cananga Erdorata high 5000mm, babledFibrous Roof System, excavating pit 500mm x 500mmx 500mm deep, breaking up bottom of the pit, reffillingwith excavated top soil mixed with 20% approvedcompose, remaining surplus excavated material,watering, weeding, cutting until the satisfaction of S.O.

Planting Plumerla rubra high 2000mm, babled FibrousRoof System, excavating pit 500mm x 500mm x

500mm deep, breaking up bottom of the pit, reffillingwith excavated top soil mixed with 20% approvedcompose, remaining surplus excavated material,watering, weeding, cutting until the satisfaction of S.O.


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ITEMNO.

(RATE(RM) )

AMOUNT(RM)

TO COLLECTION48,025.10

ELEMENT NO. 5 - LANDSCAPING WORKS

(cont'd)

HEDGES

A

NO 35 646.00 22,610.00

PLAMS

B

NO 35 1,120.00 39,200.00

C

NO 35 1,400.00 49,000.00

Planting Baphia natida high 1000mm, babled FibrousRoof System, excavating pit 500mm x 500mm x500mm deep, breaking up bottom of the pit, reffillingwith excavated top soil mixed with 20% approvedcompose, remaining surplus excavated material,watering, weeding, cutting until the satisfaction of S.O.

Planting plams plant caryota albertif height 5.00mbabled fibrous roof system, excavating pit 500mm x500mm x 500mm deep breaking up bottom of pitrefilling with excavated top soil mixed 20% approvedcompose ,remain surplus excavated materials,watering, weeding, cutting until the satisfaction S.O.

Planting plams plant Crystostachys renda height1.00m babled fibrous roof system, excavating pit500mm x 500mm x 500mm deep breaking up bottomof pit refilling with excavated top soil mixed 20%approved compose ,remain surplus excavatedmaterials, watering, weeding, cutting until thesatisfaction S.O.


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ITEMNO.

(RATE(RM) )

AMOUNT(RM)

TO COLLECTION110,810.00

COLLECTION :

Page No H/B4/LAN/1 48,025.10

Page No H/B4/LAN/2 110,810.00


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ITEMNO.

(RATE(RM) )

AMOUNT(RM)

ELEMENT NO. 5 - LANDSCAPING WORKS 158,835.10

CARRIED TO SUMMARY

bill no. 4 - external work

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