BQ(rate)

(1)

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Bill No. 1 - General Items

Item

Description

Quantity

Unit

Rate

Amount

RM

1.0 Preliminaries

Allow for the provision of

-a) Performance Bond amounting to 5% of

Lump Sum

3,000.00

Contract Sum

b) All Insurance in accordance to Preamble to

Lump Sum

5,000.00

Bill of Quantity

1.1 Contractor's Superintendence

Provide all necessary superintendence during

Lump Sum

15,000.00

the execution of the works including

appointment of a site agent

1.2 Setting out and survey works

Allow for the services of Licensed Surveyor,

Lump Sum

5,000.00

approved by the S.O. for setting out of the

works and other survey works in accordance

with the Specification

1.3 Office Accomodation for Superintending

Office and his staff

Provide and maintain a site office for the S.O.'s

Lump Sum

-supervision staff inclusive of furniture and

fitting and all in accordance with drawings and

specification.

1.4 Contractor's Office and Accommodation

Provide and maintain Contractor's office, store,

Lump Sum

5,000.00

workshop, workmen's accommodation necessary

fencing and their removal or reinstatement on

completion of the Works

1.5 Services

a) Allow for the provision or water, lighting power

Lump Sum

1,500.00

for the works and for S.O.'s and Contractor's

offices and accommodation of the contractor's

staff

b) Allow for the provision of water, lighting and

Lump Sum

-power for office accommodation for

Superintending Officer and his staff

c) Allow for the provision of First Aid Box, Helmet,

Lump Sum

500.00

500.00 Boots and all necessary services, guards,

watching and pay all charges as required.

1.6 Telephone for S.O.'s Staff

Allow for the installation of a handphone system

Lump Sum

1,000.00

for the exclusive use of S.O.'s representative

and payment for all monthly charges including

the bills for the telephone calls

1.7 Sign Boards

Supply, erect and maintain sign boards in

Lump Sum

1,500.00

accordance with the Specification and

drawing

(2)

Bill No. 1 - General Items (Cont'd)

Item

Description

Quantity

Unit

Rate

Amount

RM

Brought Forward :

37,500.00

1.8 Progress Photographs

Provide colour progress photographs to be

Lump Sum

1,000.00

taken when directed by the S.O. Each set shall

consist of eight colour prints of postcard size.

6 sets of the photograph shall be submitted at

forthnightly interval.

1.9 Temporary Works

Allow for the provision and maintenance of all

Lump Sum

5,000.00

temporary works including temporary drains,

access road for both contractors and other

contractors, temporary diversion and all others

as specified by S.O.'s or as shown in the drawing.

1.10 Plants

Allow for mobilisation and demobilisation

Lump Sum

15,000.00

of all plants

1.11 Working Hours for S.O.'s Supervisory's Staff

Allow for the compliance of working hours for

Lump Sum

1,000.00

Superintending Officer's site representatives

1.12 Clearing up site

Allow for clearing up site during progress and on

Lump Sum

5,000.00

completion of works

1.13 As-Built Drawings

Allow for the preparation of as built drawings

with Engineer and Licensed Surveyor

Lump Sum

1,500.00

endorsement and all attendance of the

Superintending Officer to verify the accuracy of

the drawings.

The as-built drawings shall be prepared using

Autocad or compatible computer software.

3 sets of paper prints and one set of diskette

containing the file shall be submitted to the

Engineer.

1.14 Traffic Control

Allow for the provision and maintenance of temporary

Lump Sum

3,000.00

road diversion, all traffic or warning sign, signals,

barricades, road barriers and blinking lamps as

compliance with requirement of JKR and other

relevant authorities in connection with the works

1.15 Co-ordination

Allow for co-ordination with other contractors

Lump Sum

2,000.00

3,000.00

working on the site

1.16 Compliance to Specification and Conditions of

Contract

Allow for the compliance of Specification and

Lump Sum

500.00

500.00 conditions of Contract which are not specifically

mentioned in the Bill

(3)

(4)

Item Description Quantity Unit Rate Amount

RM RM

Precast Drain

2.1 Excavate and construct precast drain (brickwall to be paid separately) including lean concrete, mesh fabric, Grade 20 concrete bedding with X-distance as shown on drawing , jointing and stepping where required .

(a) 300mm half round drain 2,491 lin. m. 80.00 199,280.00

(b) 450mm half round drain R.O lin. m. 120.00

Brickwork

2.2 Construct cement sand brickwall to sides of half round drain inclusive of R.C. Struts, crusher run, weep holes complete with geotextile wrapping to the thickness as shown on the drawings, cement mortar rendering and backfilling complete as shown on the drawing.

(a) 225mm thick 3,186 sq.m. 47.00 149,742.00

(b) 345mm thick 390 sq.m. 65.00 25,350.00

(c) 450mm thick 55 sq.m. 85.00 4,675.00

Pipe Culvert

2.3 Supply and construct precast pipe culvert Class "Y" to road crossing including spigot, socket, rubber ring and all necessary joint. Rate to include excavation, lean concrete, Grade 20 concrete bedding and surround, mesh fabric reinforcement, jointing and backfilling complete as shown on drawings : (Bakau piling to be paid separately)

(a) 750 mm dia. (with concrete surround) 34 lin.m 260.00 8,840.00 (b) 900 mm dia. (with concrete surround) R.O lin.m 320.00

(c) 1050 mm dia. (with concrete surround) R.O lin.m 395.00 Culvert Sump For Pipe Culvert

2.4 Excavate, supply and construct cement sand brick sump at inlet and outlet of culvert to the thickness as shown in drawings. Rate to include lean concrete, Grade 20 concrete bedding, mesh fabric reinforcement, cement rendering, R.C strut, stainless steel steps and M.S grating complete as shown on drawing and excavation stabilisation measure during construction include sheet piling. (Bakau piling to be paid seperately). (a) Internal size 1050mm x 900mm, depth

not exceeding 1.5m 5 no. 850.00 4,250.00

(b) Internal size 1050mm x 900mm, depth exceeding

1.5m, not exceeding 2.0m 1 no. 1,100.00 1,100.00

(c) Internal size 1200mm x 900mm, depth exceeding

1.5m, not exceeding 2.0m R.O no. 1,350.00

(d) Internal size 1200mm x 900mm, depth exceeding

2m, not exceeding 2.5m R.O no. 1,600.00

(e) Internal size 1350mm x 900mm, depth exceeding

2m, not exceeding 2.5m R.O no. 1,850.00

House Entrance Slab

2.5 Excavate, supply and construct house entrance slab over the drain and headwall complete as detailed as shown in the drawing.

(a) 3600 mm x 1050mm x 100mm thick R.O no. 350.00

(b) 8720 mm x 1050mm x 100mm thick R.O no. 670.00

Total Carried Forward 393,237.00

Bill No. 2 - Major Drainage Works & Internal Drainage System

(5)

RM RM

Brought Forward 393,237.00

2.5 Excavate and construct 230 mm high x 230 mm thick brickwork head wall to sides of entrance slab inclusive of cement mortar plastering complete

as shown on the drawing. R.O no. 35.00

M.S Grating

2.6 Supply and lay 600mm x 600mm m.s grating to house entrance slab complete as detailed

as shown in the drawing. R.O no. 95.00

Slab Culvert

2.70 Supply and construct 100mm thk. grade 20 concrete slab

culvert over drain completed as shown on drawing R.O no. 350.00 PC slab over drain

2.80 Supply and install 750 x 900 mm (w x L) grade 20 precast

concrete slab over drain at backlane for each individual house R.O no. 38.00 completed as shown on drawing

Bakau Piling

2.12 (a) Mobilisation, transport and set up all necessary bakau piling plant and equipment at sites, dismantle and

remove them on completion of all bakau piling work 1 Lump Sum 1,000.00 1,000.00 (b) Supply, handle, pitch and drive 100mm diameter

bakau piles (initial/ extension) including cutting off pile

head 4,900 lin.m 2.50 12,250.00

(c) Supply and fix 100mm dia. M.S Sleeve for jointing bakau piles.490 no. 8.00 3,920.00 M.S Sleve shall be of size 450mm long x 3mm thk.

Total Carried to Summary 410,407.00

Bill No. 2 - Major Drainage Works & Internal Drainage System (Con't)

(6)

Item

Description

Quantity

Unit

Rate

Amount

RM

Preparation of Pavement Formation

3.1 Excavate and shape the road subgrade to the correct

alignment, levels and gradients as shown on the

drawings, including boxing out and consolidating by a

10 ton smooth-wheeled roller ; part return of

excavated material to shoulder and medium including

fill-in, ram and compact to the required formation level

and gradient; removal of excess excavated material

to filling ground designated by S.O. including filling in,

ram and compaction.

15,301

sq.m.

2.50

38,252.50

Sub-Base

3.2 Supply, spread and compact sand to the 50mm

compacted thickness as shown in the drawings

ram and compaction.

15,301

sq.m.

2.50

38,252.50

Road-Base

3.3 Supply, spread and compact approved crushed

rock road base to the compacted thickness as

shown in the drawings

(a) 225 mm thick

15,301

sq.m.

11.20

171,371.20

Asphaltic Concrete Surfacing

3.4 Supply and apply emulsified bituminous prime coat to

surface of crushed rock road base

15,301

sq.m.

0.70

10,710.70

3.5 Supply and apply bituminous tack coat to binder

course surface prior to laying of wearing course

14,919

sq.m.

0.70

10,443.30

3.6 Supply , lay and compact asphaltic concrete

surfacing to the compacted thickness as shown in

the drawing

(a) wearing course - 50 mm thick

14,919

sq.m.

12.50

186,487.50

(b) binder course - 60 mm thick

14,919

sq.m.

13.50

201,406.50

Turfing

3.7 Supply and lay spot turfing to road median, road

shoulder and at location as specified in the drawing,

including 50mm of selected topsoil, pegging, watering

3,963

sq.m.

2.50

9,907.50

and tendering to ensure growth of turf planted.

Pavement Marking and Road Sign

3.8 Supply and install "BERHENTI" sign and 300mm

wide stop lines pavement marking with Thermoplastic

paint at all junction to JKR standard.

11 no.

450.00

4,950.00

Total Carried Forward

671,781.70

Bill No. 3 - Road Work

(7)

Item

Description

Quantity

Unit

Rate

Amount

RM

Brought Forward :

671,781.70

3.9 To supply and install all road signage complete at all the

road junction governed under area as

shown on the drawings to JKR satisfaction.

2 no.

450.00

900.00

3.10 To mark the pavement of the junction, accerelation and

deceleration lane at all the road junction governed under

Phase 1 as shown in the drawings or as directed by S.O.

and to JKR satisfaction.

(a) 100mm wide broken centre lines

1,759

lin.m

2.50

4,397.50

(b) 150mm wide pavement edge lines

3,449

lin.m

3.50

12,071.50

(d) Straight through direction arrow

5 no.

80.00

400.00

(e) Left and right turn direction arrow

R.O

no.

100.00 (g) Straight through, left and right turn direction arrow

1 no.

120.00

(f) Left or right turn direction arrow

R.O

no.

90.00 Kerb

3.11 Excavate, supply and construct precast kerb Type

M1 including 1:3:6 concrete base and haunching,

reinforcement and formwork, where required and

painting complete as shown on drawing

225 lin.m

27.00

6,061.50

Scupper Drain

3.13 Excavate, supply and lay 225mm dia earthened

ware pipe including 100mm thick 1:3:6 concrete

foundation, backfilling to required level complete

as shown in the drawing

178 lin.m.

38.00

6,764.00

Guardrail

3.14 Supply and construct new G.I gaurd rail next to main drain

200 lin.m.

105.00

21,000.00

at location as shown in the drawing

Replacement of Unsuitable Material

3.15 Excavate and remove from site unsuitable material below

R.O

m

3

30.00 road formation level up to 600 mm deep and replace with

compacted suitable material from contractor own source

Total Carried To Summary

723,496.20

Bill No. 3 - Road Work (Con't)

(8)

Bill No. 4 - Sewerage Reticulation

RM RM

Trench Excavation

4.1 (i) Trench excavation of sewer pipe for depth exceeding 1.5 m but not exceeding 2.0 m including part backfill on completion, compaction, removal of surplus, shoring and/or sheet pile where

necessary:-(a) 225mm dia V.C. pipe 601 lin.m 20.00 12,026.00

(b) 300mm dia V.C. pipe R.O lin.m 20.00

(ii) -ditto- exceeding 2.0m but not exceeding 3.0m

(a) 225mm dia V.C. pipe 596 lin.m 26.00 15,485.60

(b) 300mm dia V.C. pipe 105 lin.m 20.00 2,104.00

(iii) -ditto- exceeding 3.0m but not exceeding 4.0m

(a) 225mm dia V.C. pipe 224 lin.m 55.00 12,325.50

(iv) -ditto- exceeding 3.0m but not exceeding 4.0m

(a) 225mm dia D.I.(Ductile Iron). Pipe R.O lin.m 80.00

4.2 Extra over item 4.1 for trench excavation in mettalled road. R.O lin.m 75.00 Rate to include cutting of mettalled pavement with diamond

cutter, reinstatement of mettalled road with 50mm thick sand blanket, 300mm thick crusher run, 50mm thick binder course and 60mm thick wearing coarse.

4.3 Ditto ~ for trench excavation under existing road side drains. R.O Lump Sum 2,000.00 Rate to include reinstatement of road side drain.

4.4 Ditto ~ for trench excavation under existing main drains. R.O Lump Sum 1,000.00 Rate to include reinstatement of pudu cut main drain.

Pipe Laying Notes :

-All sewer with diameter less than 450mm shall be vitrified clay pipe (VCP) with flexible joint and comply with M.S 881 Part 1 1991, M.S. 1061;1986. Foundation base of sewer must be compacted with crushed run.

All sewer with diameter 450mm and above shall be centrifugal spun reinforced concrete pipe (RCP) of class Z. All RCP shall be internally line with 12mm thick high alumina cement mortar. All pipe joints with flexible rubble rings joints.

4.5 Supply and lay sewer pipes complete including jointing, concrete/granular bedding, haunching all as specified

(a) 225mm dia V.C. pipe (Class A bedding) 1,421 lin.m 105.00 149,205.00 (b) 300mm dia V.C. pipe (Class A bedding) 429 lin.m 100.00 42,900.00

4.6 Connection to Existing Mainhole

Allow for connection of VCP pipe to existing manhole. Lump Sum 1,000.00 1,000.00 Rate to include reinstatement and make good of

existing manhole.

Carried Forward 241,522.10

(9)

RM RM

Brought Forward : 241,522.10

Precast Concrete Manhole

4.7 Excavate, supply and construct precast concrete manholes complete including lean concrete, Grade 20 cast in-situ concrete ring base, building in pipes, benching, precast r.c. chamber, Grade 20 mass concrete surround, formwork, stainless steel steps, precast r.c. cover slab complete as detailed and shoring and/or sheet pile where necessary during construction.

(manhole cover and frames to be paid separately) (i) Manhole type 1 with chamber diameter 1200mm

(for sewer pipe 225mm & 300mm)

(a) below ground level to invert level not exceeding 2.0m 14 no 2,000.00 28,000.00 (b) ditto exceeding 2.0m but not exceeding 3.0m 11 no 2,800.00 30,800.00 (c) ditto exceeding 3.0m but not exceeding 4.0m 5 no 3,300.00 16,500.00 (d) ditto exceeding 4.0m but not exceeding 5.0m 4 no 3,301.00 13,204.00 4.8 Supply and fix the following for manhole

backdrop including excavation:

(a) D.I. Tee 225mm x 225mm dia including N/A no 150.00 M.S. cover plate

(c) 90 degree medium D.I. Bend 225mm dia. N/A no 20.00

(e) D.I. Straights 225mm dia N/A lin.m 60.00

(g) concrete grade 15 mix including formwork N/A cu.m 70.00

4.9 Supply and fix Heavy Duty ductile iron manhole 34 no 440.00 14,960.00 covers and frames as specified

Carried Forward 344,986.10

(10)

RM RM

Testing of Sewer Line

4.6 (a) Carry out test for straightness and obstruction on all 1 Lump Sum 2,000.00 2,000.00 sewer lines as specified in Clause 4.3(a) of Section 5 of

Specification

(b) Carry out water testing on all sewer lines as specified in 1 Lump Sum 2,000.00 2,000.00 Clause 4.3(b) of Section 5 of Specification

(c) Carry out air testing on all sewer lines as specified in N/A Clause 4.3(c) of Section 5 of Specification

(d) Carry out C.C.T.V. Test and submission of test report for sewer lines as directed by S.O. representative or IWK/JPP

(i) 225mm dia. V.C. pipe 278 lin.m 25.00 6,937.50

4.7 Excavate beyond foundation level as directed by the

S.O. and backfill with selected material (Provisional) Rate only cu.m Service Connection

4.8 (a) Excavate, supply and lay 150mm dia. V.C. service pipe in class A bedding, 225mm dia. x 150mm dia. v.c. 'Y' junction including concrete thrust block, 150mm dia. x 45 degree v.c. short

bend, end cap at location as directed by S.O. (Provisional)

complete as shown on the drawings 91 no 450.00 40,950.00

(b) Supply and install Marker complete as shown on the Rate Only no 50.00 drawings

(c) To excavate, supply and construct last manhole within Rate Only no housing lot at the depth of 1.35m as shown on the

drawings

d) To supply and install end cap and install marker to D.I pipe 1 L.s 165.00 for future connection to last manhole of P.S.No.4

IWK Inspection

4.9 Allow for liasing with IWK/JPP for interim inspection 1 Lump Sum 4,000.00 4,000.00 during construction and final inspection for

handing over

Total Carried To Summary 400,873.60

(11)

Bill No. 5 - Water Reticulation

RM RM

TRENCH EXCAVATION

Excavate in all material below completed platform level Trench excavation shall be measured once only to the full depth of the trench.

5.1 Excavation trench not exceeding 1.5 m deep for water mains. Rate to include backfilling,compaction, dewatering, timbering and removal of surplus excavated material for :

(a) 150mm dia. pipe 2,005 lin.m 8.00 16,040.00

(b) 200mm dia. pipe R.O lin.m 10.00

(c) 300mm dia. pipe R.O lin.m 15.00

(d) 450mm dia. pipe 356 lin.m 20.00 7,120.00

5.2 -ditto- exceeding 1.5m

(a) 150mm dia pipe R.O lin.m 15.00

(c) 300mm dia. pipe R.O lin.m 30.00

(d) 450mm dia. pipe R.O lin.m 40.00

5.3 Remove unsuitable materials beyond nominal 10 cu.m 15.00 150.00

limits of trench excavations as orded by the S.O. and backfill with selected materials; rate to include disposal material to spoil pit as directed (provisional)

5.4 Supply, fill, spread and compact approved sand 109 cu.m 35.00 3,815.00 in pipe trenches and at road crossing. Rate to

include transportation of sand.

5.5 Import selected earth from borrow site, rate to 10 cu.m 15.00 150.00 include excavation, backfilling, ramming and

compaction (provisional)

PIPE LAYING Notes:

(a) All spigot and socket ended pipes and specials shall be suitable for internally & externally welded slip joints

(b) All steel pipe shall be concrete lined internally and bitumen coated externally. All exposed steel pipes and specials shall be externally painted. (c) The rate for joining pipe, special or fitting shall be deemed to include the supply and installation of all joint coupling or mechanical coupling and jointing material complete

(d) All flanges shall be suitable for a rating of 16 bars unless specified otherwise

Total Carried To Forward 27,275.00

(12)

RM RM

Brought Forward 27,275.00

(e) The thickness of steel shells and concrete lining shall be as stated in the specifications (f) Plain ended pipes shall be suitable for

mechanical coupling or internally and externally welded collar joints

(g) all pipe diameters mentioned refer to nominal diameter.

P/E means plain ended B/F means both end flanged

F/PE means one flanged end and one plain ended 5.6 Supply, lay and join spigot and socket ended

standard or sized steel water pipe; Rate to include loading, transport, handle, repair lining and coating where required, cutting, internally & externally welding and protection to welded joints and painting as specified.

(a) 150mm dia. pipe 2,005 lin.m 88.00 176,440.00

(d) 450mm dia. pipe 356 lin.m 300.00 106,800.00

Culvert Crossing

5.7 Supply, lay and join steel pipe and special for crossing over culvert or sump rate to include 1 No. flanged off-take tee for air valve connection, welding, jointing 4 nos. steel gusseted bends and 75mm x 6mm thk. M.S. steel strap as shown on drawing

-(a) 150mm dia. pipe 7 no 2,800.00 19,600.00

STEEL SPECIALS

Supply and fix steel specials P/E. Rate to include VA Dresser joint or mechanical coupling and jointing material complete

5.8 150mm dia. P/E bend

(a) up to 30 degree 11 no 210.00 2,310.00

(b) more than 60 degree 7 no 220.00 1,540.00

5.9 Tee barrel plain ended and with flanged branch

(a) 150mm x 150mm dia 12 no 240.00 2,880.00

5.10 Hydrant tee, barrel plain ended with flanged concentric branch

(a) 150mm x 100mm dia 11 no 210.00 2,310.00

TAPERS

5.11 Supply and fix cross P/E

(a) 200mm x 150mm 2 no 450.00 900.00

(b) 300mm x 200 mm R.O no 900.00

(13)

RM RM

END CAPS

5.12 Supply and fix end caps

(a) 150mm dia 1 no 220.00 220.00

(b) 200mm dia R.O no 253.00

(c) 300mm dia R.O no 710.00

(d) 450mm dia 1 no 850.00 850.00

Short piece

5.13 short piece x 600mm long P/E for sluice valve connection

(a) 150mm dia. 8 no. 52.80 422.40

(b) 200mm dia. Rate Only no. 77.00

(c) 300mm dia. Rate Only no. 132.00

(d) 450mm dia 2 no 250.00 500.00

5.14 600mm long flanged and plain ended short piece for sluice valve connection

(a) 150mm dia. 8 no. 660.00 5,280.00

(b) 200mm dia. Rate Only no. 1,210.00

(c) 300mm dia. Rate Only no. 1,870.00

(d) 450mm dia 2 no 2,000.00 4,000.00

Flanged Adaptor

5.15 Supply and fix flanged adaptor for sluice valve connection

(a) 150mm dia. 8 no. 300.00 2,400.00

(b) 200mm dia. Rate Only no. 500.00

(c) 300mm dia. Rate Only no. 800.00

(d) 450mm dia 2 no 900.00 1,800.00

Valves

Supply and fix cast iron fittings and specials for air valve, sluive valve and Hydrant. Rate to include mechanical coupling and jointing material 5.16 Air Valves

a) 50mm dia. double orifice air valve complete

with isolating stopcock 7 no 650.00 4,550.00

Sluice Valves

5.17 a) 150mm dia. double flanged sluice valves

suitable for a working pressure of 16 bars 8 no 700.00 5,600.00

b) 200mm dia. ditto - Rate Only no 960.00

c) 300mm dia. ditto - Rate Only no 2,000.00

(d) 450mm dia 2 no 3,500.00 7,000.00

Double oulet pillar hydrant

5.18 (a) 100mm dia. x 300mm B/F ductile iron

lengthening piece 11 no 110.00 1,210.00

(b) 100mm dia. x 500mm B/F ductile iron

(c) 100mm dia. x 1000mm B/F ductile iron

(d) 100mm dia. sluice valve, P.N. 16 rating, B/F 11 no 412.50 4,537.50

(e) 100mm dia. Ductile iron duckfoot bend 11 no 9.00 99.00

(f) Ductile iron double outlet pillar and painted as directed by the S.O., rate to include concrete

base 11 no 305.00 3,355.00

(14)

RM RM

Scour valve

5.19 Scour valve including 100 mm dia. sluice valve, ductile iron lengthening piece, flanged spigot, gibault coupling and short length of 100mm dia. uPVC Pipe class D to drain complete as shown on drawing. Rate to include reinstatement of drains to its

original state ( excluding tee) 3 no 1,200.00 3,600.00

5.20 Washout

Washout at dead end including 100mm 3 no. 1,200.00 3,600.00

dia. sluice valve, brick chamber and short length of uPVC pipe class D to drain complete as shown on Drawing. Rate to include reinstatement of drains to its original state

P.C Markers and Chambers 5.21 Supply and fix precast concrete marker,

including painting as directed for

(a) sluice valve 10 no 75.00 750.00

(b) air valve 7 no 75.00 525.00

(c) scour valve/ washout 3 no 75.00 225.00

(e) pipe 5 no 75.00 375.00

5.22 Supply and construct precast concrete chamber as detailed on drawing; rate to include excavation, sand bedding, complete with covers requirement

(a) hydrant valve 11 no 300.00 3,300.00

(b) sluice valve 10 no 300.00 3,000.00

(c) air valve 7 no 300.00 2,100.00

5.23 Supply and construct brickwork chamber as detailed on drawing; rate to include excavation, sand bedding , complete with covers to JBA requirement

(a) scour valve 3 no 650.00 1,950.00

Thrust and Anchor Blocks 5.24 Supply and construct thrust, diaphram

and anchor blocks. Rate to include excavation backfilling, compaction, concrete mix as specified, formwork, steel reinforcement

and all as shown on the drawings. 10 cu.m 260.00 2,600.00

(15)

RM RM

Miscellaneous

5.25 Allow for pressure and leakage test

including supply of water and instruments. Lump Sum 3,500.00 0.00 5.26 Allow for disinfection and flushing of pipe

including supply for chemicals, sampling

and chemical analysis Lump Sum 2,000.00 0.00

Service Connection

5.27 Excavate and provide 25mm dia service connection at the following M.S pipe rate to include malleable D.I. Clamp saddle, ferrul, tapping complete

(a) 150mm dia 91 no 120.00 10,920.00

5.28 Excavate, supply and lay 25mm dia S.S. pipe from tapping point up to the meter

position rate to include bends, laying through drain and all reinstatement back to its original conditions, Supplying and laying sand or quarry dush to S.Steel service connection pipe at road crossing and all as shown

on the drawings. 382 lin.m 55.00 21,021.00

5.29 Supply and fix (all fitting shall be of Stainless Steel)

(a) 15mm dia ball cock 91 no 9.00 819.00

(b) 25mm x 15mm Elbow 91 no 17.00 1,547.00

(c) 20mm Nipple 91 no 7.50 682.50

(d) 20mm Integrated Lockable Valve (ILV) 91 no 40.00 3,640.00

(e) 25mm x 20mm Bush 91 no 5.30 482.30

(f) 25mm x 20mm Reducer 91 no 18.00 1,638.00

(g) 15mm Nipple 91 no 6.00 546.00

Zone Meter (District Metering)

5.3 Supply and install a zone meter complete with Rate Only no 15,000.00 by pass and all necessary fitting, bends, felxible

coupling,flange adapter, valves and bulk meter (provisional)

Sampling Box

5.31 Supply and install a PUAS approved sampling box. Rate Only no 5,000.00 Location to be reconfirmed by PUAS.

Total Carried to Summary 448,708.70

(16)

ANDALAS DEVELOPMENT SDN BHD

SUMMARY OF TENDER

Contract For Construction And Completion of Road & Drainage Works,

Sewer Reticulation, Water Reticulation And Ancillary Work For Bungalow lots

at Phase 3 For Cadangan Pembangunan Perumahan Di Atas Lot 707,

Mukim Tanjung Duabelas, Daerah Kuala Langat Selangor Darul Ehsan

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Bill No

Description

Amount

RM

1 General Items

72,500.00

2 Major Drainage Works & Internal Drainage System

410,407.00

3 Road Work

723,496.20

4 Sewerage Reticulation

400,873.60

5 Water Reticulation

448,708.70

Sub-Total Amount

2,055,985.50

Add Levy as required by The Construction Industry Development

Board = Sub-Total Amount x (

0.125%

/

99.875%