BQ(rate)

\\vboxsrv\conversion_tmp\scratch_1\[153888056.xls.ms_office.xls]BQ5 Bill No. 1 - General Items

Item 1.0

Description

Quantity

Unit

Rate RM

Amount RM

Preliminaries Allow for the provision of -

1.1

1.2

1.3

1.4

1.5

1.6

1.7

a) Performance Bond amounting to 5% of Contract Sum

Lump Sum

3,000.00

3,000.00

b) All Insurance in accordance to Preamble to Bill of Quantity

Lump Sum

5,000.00

5,000.00

Lump Sum

15,000.00

15,000.00

Lump Sum

5,000.00

5,000.00

Contractor's Superintendence Provide all necessary superintendence during the execution of the works including appointment of a site agent Setting out and survey works Allow for the services of Licensed Surveyor, approved by the S.O. for setting out of the works and other survey works in accordance with the Specification Office Accomodation for Superintending Office and his staff Provide and maintain a site office for the S.O.'s supervision staff inclusive of furniture and fitting and all in accordance with drawings and specification. Contractor's Office and Accommodation Provide and maintain Contractor's office, store, workshop, workmen's accommodation necessary fencing and their removal or reinstatement on completion of the Works Services a) Allow for the provision or water, lighting power for the works and for S.O.'s and Contractor's offices and accommodation of the contractor's staff

Lump Sum

-

Lump Sum

5,000.00

5,000.00

Lump Sum

1,500.00

1,500.00

b) Allow for the provision of water, lighting and power for office accommodation for Superintending Officer and his staff

Lump Sum

c) Allow for the provision of First Aid Box, Helmet, Boots and all necessary services, guards, watching and pay all charges as required.

Lump Sum

500.00

500.00

Lump Sum

1,000.00

1,000.00

Lump Sum

1,500.00

1,500.00

Telephone for S.O.'s Staff Allow for the installation of a handphone system for the exclusive use of S.O.'s representative and payment for all monthly charges including the bills for the telephone calls Sign Boards Supply, erect and maintain sign boards in accordance with the Specification and drawing

Total Carried Forward

-

37,500.00

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

Item

Description

Quantity

Unit

Rate RM

Brought Forward : 1.8

1.9

1.10

1.11

1.12

1.13

Progress Photographs Provide colour progress photographs to be 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.

Amount RM 37,500.00

Lump Sum

1,000.00

1,000.00

Lump Sum

5,000.00

5,000.00

Plants Allow for mobilisation and demobilisation of all plants

Lump Sum

15,000.00

15,000.00

Working Hours for S.O.'s Supervisory's Staff Allow for the compliance of working hours for Superintending Officer's site representatives

Lump Sum

1,000.00

1,000.00

Clearing up site Allow for clearing up site during progress and on completion of works

Lump Sum

5,000.00

5,000.00

Lump Sum

1,500.00

1,500.00

Lump Sum

3,000.00

3,000.00

Co-ordination Allow for co-ordination with other contractors working on the site

Lump Sum

2,000.00

3,000.00

Compliance to Specification and Conditions of Contract Allow for the compliance of Specification and conditions of Contract which are not specifically mentioned in the Bill

Lump Sum

500.00

500.00

Temporary Works Allow for the provision and maintenance of all 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.

As-Built Drawings Allow for the preparation of as built drawings with Engineer and Licensed Surveyor 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

1.15

1.16

Traffic Control Allow for the provision and maintenance of temporary 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

Total Carried To Summary

72,500.00

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

Description

Quantity

Unit

Rate RM

Amount RM

(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

(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

(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

(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

(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

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 .

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.

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)

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).

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.

Total Carried Forward

BQ 2 - 4

393,237.00

Bill No. 2 - Major Drainage Works & Internal Drainage System (Con't) Item 2.5

Description

Quantity

Unit

Rate RM

Brought Forward 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

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 Supply and construct 100mm thk. grade 20 concrete slab culvert over drain completed as shown on drawing

R.O

no.

350.00

R.O

no.

38.00

Amount RM 393,237.00

M.S Grating 2.6

2.70

2.80

PC slab over drain Supply and install 750 x 900 mm (w x L) grade 20 precast concrete slab over drain at backlane for each individual house 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 (b) Supply, handle, pitch and drive 100mm diameter bakau piles (initial/ extension) including cutting off pile head

1

4,900

(c) Supply and fix 100mm dia. M.S Sleeve for jointing bakau piles.490 M.S Sleve shall be of size 450mm long x 3mm thk.

Total Carried to Summary

BQ 2 - 5

Lump Sum 1,000.00

1,000.00

lin.m

2.50

12,250.00

no.

8.00

3,920.00

410,407.00

Bill No. 3 - Road Work

Item

Description

Quantity

Unit

Rate RM

Amount RM

15,301

sq.m.

2.50

38,252.50

15,301

sq.m.

2.50

38,252.50

15,301

sq.m.

11.20

171,371.20

Supply and apply emulsified bituminous prime coat to surface of crushed rock road base

15,301

sq.m.

0.70

10,710.70

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

(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

3,963

sq.m.

2.50

9,907.50

11

no.

450.00

4,950.00

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. Sub-Base

3.2

Supply, spread and compact sand to the 50mm compacted thickness as shown in the drawings ram and compaction. 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

Asphaltic Concrete Surfacing 3.4

3.5

3.6

Supply , lay and compact asphaltic concrete surfacing to the compacted thickness as shown in the drawing

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 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.

Total Carried Forward

671,781.70

BQ 3-6

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

Item

Description

Quantity

Unit

Rate RM

Amount RM 671,781.70

2

no.

450.00

900.00

1,759 3,449 5 R.O 1 R.O

lin.m lin.m no. no. no. no.

2.50 3.50 80.00 100.00 120.00 90.00

4,397.50 12,071.50 400.00

225

lin.m

27.00

6,061.50

178

lin.m.

38.00

6,764.00

200

lin.m.

105.00

21,000.00

R.O

m3

Brought Forward : 3.9

3.10

To supply and install all road signage complete at all the road junction governed under area as shown on the drawings to JKR satisfaction. 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 (b) 150mm wide pavement edge lines (d) Straight through direction arrow (e) Left and right turn direction arrow (g) Straight through, left and right turn direction arrow (f) Left or right turn direction arrow

120.00

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

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 Guardrail

3.14

Supply and construct new G.I gaurd rail next to main drain at location as shown in the drawing

Replacement of Unsuitable Material 3.15

Excavate and remove from site unsuitable material below road formation level up to 600 mm deep and replace with compacted suitable material from contractor own source

Total Carried To Summary

30.00

723,496.20

BQ 3-7

Bill No. 4 - Sewerage Reticulation

Item

4.1

Description

Quantity

Unit

Rate RM

Amount RM

Trench Excavation (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 (b) 300mm dia V.C. pipe

601 R.O

lin.m lin.m

20.00 20.00

12,026.00

(ii) -ditto- exceeding 2.0m but not exceeding 3.0m (a) 225mm dia V.C. pipe (b) 300mm dia V.C. pipe

596 105

lin.m lin.m

26.00 20.00

15,485.60 2,104.00

(iii) -ditto- exceeding 3.0m but not exceeding 4.0m (a) 225mm dia V.C. pipe (b) 300mm dia V.C. pipe

224 113

lin.m lin.m

55.00 20.00

12,325.50 2,256.00

(iv) -ditto- exceeding 3.0m but not exceeding 4.0m (a) 225mm dia D.I.(Ductile Iron). Pipe (b) 300mm dia V.C. pipe

R.O 211

lin.m lin.m

80.00 20.00

4,220.00

4.2

Extra over item 4.1 for trench excavation in mettalled road. 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.

R.O

lin.m

75.00

4.3

Ditto ~ for trench excavation under existing road side drains. Rate to include reinstatement of road side drain.

R.O

Lump Sum

2,000.00

4.4

Ditto ~ for trench excavation under existing main drains. Rate to include reinstatement of pudu cut main drain.

R.O

Lump Sum

1,000.00

1,421

lin.m

105.00

149,205.00

429

lin.m

100.00

42,900.00

Lump Sum

1,000.00

1,000.00

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) (b) 300mm dia V.C. pipe (Class A bedding)

4.6

Connection to Existing Mainhole Allow for connection of VCP pipe to existing manhole. Rate to include reinstatement and make good of existing manhole. Carried Forward

241,522.10

BQ 4 - 8

Bill No. 4 - Sewerage Reticulation

Item

Description

Quantity

Unit

Rate RM

Amount RM 241,522.10

14 11 5 4

no no no no

2,000.00 2,800.00 3,300.00 3,301.00

28,000.00 30,800.00 16,500.00 13,204.00

(a) D.I. Tee 225mm x 225mm dia including M.S. cover plate

N/A

no

150.00

(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

Supply and fix Heavy Duty ductile iron manhole covers and frames as specified

34

no

440.00

Brought Forward : 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 (b) ditto exceeding 2.0m but not exceeding 3.0m (c) ditto exceeding 3.0m but not exceeding 4.0m (d) ditto exceeding 4.0m but not exceeding 5.0m

4.8

4.9

Supply and fix the following for manhole backdrop including excavation:

Carried Forward

14,960.00

344,986.10

BQ 4 - 9

Bill No. 4 - Sewerage Reticulation

Item

Description

Quantity

Unit

Rate RM

Amount RM 344,986.10

(a) Carry out test for straightness and obstruction on all sewer lines as specified in Clause 4.3(a) of Section 5 of Specification

1

Lump Sum

2,000.00

2,000.00

(b) Carry out water testing on all sewer lines as specified in Clause 4.3(b) of Section 5 of Specification

1

Lump Sum

2,000.00

2,000.00

25.00

6,937.50

Brought Forward : Testing of Sewer Line 4.6

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

N/A

(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 4.7

278

lin.m

Rate only

cu.m

91

no

450.00

(b) Supply and install Marker complete as shown on the drawings

Rate Only

no

50.00

(c) To excavate, supply and construct last manhole within housing lot at the depth of 1.35m as shown on the drawings

Rate Only

no

1

L.s

1

Lump Sum

Excavate beyond foundation level as directed by the S.O. and backfill with selected material (Provisional) 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

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

40,950.00

165.00

IWK Inspection 4.9

Allow for liasing with IWK/JPP for interim inspection during construction and final inspection for handing over

Total Carried To Summary

BQ 4 - 10

4,000.00

4,000.00

400,873.60

Bill No. 5 - Water Reticulation

Item

Description

Quantity

Unit

Rate RM

Amount RM

2,005 R.O R.O 356

lin.m lin.m lin.m lin.m

8.00 10.00 15.00 20.00

16,040.00

R.O R.O R.O R.O

lin.m lin.m lin.m lin.m

15.00 20.00 30.00 40.00

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 (b) 200mm dia. pipe (c) 300mm dia. pipe (d) 450mm dia. pipe

5.2

-ditto- exceeding 1.5m (a) 150mm dia pipe (b) 200mm dia. pipe (c) 300mm dia. pipe (d) 450mm dia. pipe

7,120.00

5.3

Remove unsuitable materials beyond nominal 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)

10

cu.m

15.00

150.00

5.4

Supply, fill, spread and compact approved sand in pipe trenches and at road crossing. Rate to include transportation of sand.

109

cu.m

35.00

3,815.00

5.5

Import selected earth from borrow site, rate to include excavation, backfilling, ramming and compaction (provisional)

10

cu.m

15.00

150.00

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

BQ 5 - 11A

27,275.00

Bill No. 5 - Water Reticulation

Item

Description

Quantity

Unit

Rate RM

2,005 R.O R.O 356

lin.m lin.m lin.m lin.m

88.00 126.00 200.00 300.00

176,440.00

7

no

2,800.00

19,600.00

150mm dia. P/E bend (a) up to 30 degree (b) more than 60 degree

11 7

no no

210.00 220.00

2,310.00 1,540.00

Tee barrel plain ended and with flanged branch (a) 150mm x 150mm dia

12

no

240.00

2,880.00

Hydrant tee, barrel plain ended with flanged concentric branch (a) 150mm x 100mm dia

11

no

210.00

2,310.00

2 R.O

no no

450.00 900.00

900.00

Brought Forward

Amount RM 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 (b) 200mm dia. pipe (b) 300mm dia. pipe (d) 450mm dia. pipe

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

5.8

5.9

5.10

5.11

TAPERS Supply and fix cross P/E (a) 200mm x 150mm (b) 300mm x 200 mm Total Carried Forward

BQ 5 - 12A

340,055.00

Bill No. 5 - Water Reticulation

Item

Description

Quantity

Unit

Rate RM

1 R.O R.O 1

no no no no

220.00 253.00 710.00 850.00

220.00

8 Rate Only Rate Only 2

no. no. no. no

52.80 77.00 132.00 250.00

422.40

8 Rate Only Rate Only 2

no. no. no. no

660.00 1,210.00 1,870.00 2,000.00

5,280.00

8 Rate Only Rate Only 2

no. no. no. no

300.00 500.00 800.00 900.00

2,400.00

Air Valves a) 50mm dia. double orifice air valve complete with isolating stopcock

7

no

650.00

4,550.00

Sluice Valves a) 150mm dia. double flanged sluice valves suitable for a working pressure of 16 bars b) 200mm dia. ditto c) 300mm dia. ditto (d) 450mm dia

8 Rate Only Rate Only 2

no no no no

700.00 960.00 2,000.00 3,500.00

5,600.00

(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 lengthening piece

11

no

132.00

1,452.00

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

11

no

187.00

2,057.00

(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

Brought Forward : 5.12

END CAPS Supply and fix end caps (a) 150mm dia (b) 200mm dia (c) 300mm dia (d) 450mm dia

5.13

500.00

600mm long flanged and plain ended short piece for sluice valve connection (a) 150mm dia. (b) 200mm dia. (c) 300mm dia. (d) 450mm dia

5.15

850.00

Short piece short piece x 600mm long P/E for sluice valve connection (a) 150mm dia. (b) 200mm dia. (c) 300mm dia. (d) 450mm dia

5.14

Amount RM 340,055.00

4,000.00

Flanged Adaptor Supply and fix flanged adaptor for sluice valve connection (a) 150mm dia. (b) 200mm dia. (c) 300mm dia. (d) 450mm dia

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

5.17

7,000.00

Double oulet pillar hydrant 5.18

Total Carried Forward

BQ 5 - 13A

385,387.90

Bill No. 5 - Water Reticulation

Item

5.19

5.20

5.21

5.22

5.23

Description

Quantity

Unit

Rate RM

Brought Forward : Scour valve 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

3

no.

1,200.00

3,600.00

P.C Markers and Chambers Supply and fix precast concrete marker, including painting as directed for (a) sluice valve (b) air valve (c) scour valve/ washout (e) pipe

10 7 3 5

no no no no

75.00 75.00 75.00 75.00

750.00 525.00 225.00 375.00

Supply and construct precast concrete chamber as detailed on drawing; rate to include excavation, sand bedding, complete with covers requirement (a) hydrant valve (b) sluice valve (c) air valve

11 10 7

no no no

300.00 300.00 300.00

3,300.00 3,000.00 2,100.00

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

10

cu.m

260.00

2,600.00

Washout Washout at dead end including 100mm 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

Amount RM 385,387.90

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.

Total Carried Forward

BQ 5 - 14A

407,412.90

Bill No. 5 - Water Reticulation

Item

Description

Quantity

Unit

Rate RM

Allow for pressure and leakage test including supply of water and instruments.

Lump Sum

3,500.00

0.00

Allow for disinfection and flushing of pipe including supply for chemicals, sampling and chemical analysis

Lump Sum

2,000.00

0.00

Brought Forward :

Amount RM 407,412.90

Miscellaneous 5.25

5.26

Service Connection 5.27

5.28

5.29

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

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

91 91 91 91 91 91 91

no no no no no no no

9.00 17.00 7.50 40.00 5.30 18.00 6.00

819.00 1,547.00 682.50 3,640.00 482.30 1,638.00 546.00

Rate Only

no

15,000.00

Rate Only

no

5,000.00

Supply and fix (all fitting shall be of Stainless Steel) (a) 15mm dia ball cock (b) 25mm x 15mm Elbow (c) 20mm Nipple (d) 20mm Integrated Lockable Valve (ILV) (e) 25mm x 20mm Bush (f) 25mm x 20mm Reducer (g) 15mm Nipple Zone Meter (District Metering)

5.3

5.31

Supply and install a zone meter complete with by pass and all necessary fitting, bends, felxible coupling,flange adapter, valves and bulk meter (provisional) Sampling Box Supply and install a PUAS approved sampling box. Location to be reconfirmed by PUAS.

Total Carried to Summary

BQ 5 - 15A

448,708.70

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

\\vboxsrv\conversion_tmp\scratch_1\[153888056.xls.ms_office.xls]BQ5

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% )

Total carried forward to Form of Tender

2,573.20

2,058,558.70

Summary

(REV.1)