bahagian 3.15 : roads and pavings (class q)

BAHAGIAN 3.15 : ROADS AND PAVINGS (CLASS Q)

PURATA JULAT PURATA JULAT PURATA JULAT PURATA JULAT

(RM) (RM) (RM) (RM) (RM) (RM) (RM) (RM)

SUBGRADE PREPARATION

1 Preparation of formation level. m2 1.38 1.00 - 2.00 1.38 1.00 - 2.00

2 Prepare, trim and compact formation as specified

including of forming camber to receive sub-base.

m2 2.55 1.00 - 5.00 2.55 1.00 - 5.00

3 Trim, level and compact formation surfaces to

required gradients, chamber, falls and cross falls as

described to receive sub-base.

m2 3.10 2.00 - 5.00 3.10 2.00 - 5.00

SUB-BASE

4 Provision and placement of 150mm sand with

compaction.

m2 6.01 5.00 - 9.00 6.01 5.00 - 9.00

5 200mm thick Sub-base (CBR > 30%). m3 56.84 46.75 - 66.00 56.84 46.75 - 66.00

6 50mm thick compacted sand as per specification. m2 3.98 2.00 - 4.70 3.98 2.00 - 4.70

7 Supply, spread and lay 100 mm thick granular sub-

base.m2 6.10 2.00 - 10.00 6.10 2.00 - 10.00

KESELURUHAN

Item KETERANGAN KERJA UNIT

KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR

Kawasan Utara - Perlis, Kedah, Pulau Pinang dan Perak Kawasan Tengah - Wilayah Persekutuan Kuala Lumpur, Melaka, Negeri Sembilan, Selangor dan Johor Kawasan Timur - Pahang, Terengganu dan Kelantan

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ROADBASE

8 Supply, lay and compact 300mm thk crusher-run to

top of bund.

m2 20.18 19.30 - 25.00 20.18 19.30 - 25.00

9 300mm thick crushed aggregate Roadbase.(CBR >

80%).

m3 50.72 23.00 - 70.00 50.72 23.00 - 70.00

10 300mm (compacted) thick crusher run as base course,

spread and levelled to falls and chamber, well

rammed and consolidated as described.

m2 29.90 19.60 - 40.00 29.90 19.60 - 40.00

11 Supply, lay and compact crusher - run to 100mm

thickness for construction of Farmroad on the Flood

Protection Bund.

m3 50.71 45.00 - 60.00 50.71 45.00 - 60.00

12 Supply, lay and compact quarry - dust to 50mm

thickness for construction of Farmroad on the Flood

Protection Bund.

m3 62.95 50.00 - 70.00 62.95 50.00 - 70.00

13 300mm thick well compacted crusher run. m2 23.35 18.00-43.00 23.35 18.00-43.00

14 Supply, spread and lay 300 mm thick compacted

crusher run road base. (to be laid in 2 layers at

150mm thickness per layer).

m2 16.00 7.50 - 30.00 16.00 7.50 - 30.00

Macadam

15 50mm thick dense bituminous macadam DBM 40. m2 20.60 18.00 - 26.00 20.60 18.00 - 26.00

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ROAD SHOULDER

16 Earth shoulders shall be deemed to include

vergeEarth shoulder 500m thick compacted laterite

soil as per specification and as shown in the drawing.

m2 11.61 8.00 - 12.60 11.61 8.00 - 12.60

SURFACING

17 Bituminous prime coat. m2 1.72 1.10 - 2.50 1.14 1.00 - 1.50 1.43 1.00 - 2.50

18 Bituminous tack coat. m2 1.64 1.10 - 2.50 1.12 1.00 - 1.50 1.38 1.00 - 2.50

19 Supply and apply MC-70 bituminious prime coat

uniformly over the prepared road base. (to be applied

at rate of 0.75 litres/sq.m) .

m2 2.20 1.20 - 4.00 2.20 1.20 - 4.00

Alphastic Conrete

20 50mm thick asphaltic concrete binder course ACB 28. m2 23.54 18.00 - 28.00 23.54 18.00 - 28.00

21 m2 21.45 16.00 - 26.00 21.45 16.00 - 26.00

22 50mm thick asphaltic concrete wearing course ACW

20.

m2 23.67 18.00 - 30.00 23.67 18.00 - 30.00

23 Asphaltic concrete wearing course (ACWC) 50mm

thick.

m2 23.56 18.00 - 28.00 23.56 18.00 - 28.00

24 65mm thick binder course. m2 25.56 22.00 - 35.00 25.56 22.00 - 35.00

50mm thick wearing course.

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asphaltic concrete binder course.

m2 13.80 14.10 - 26.00 13.80 14.10 - 26.00


asphaltic concrete binder course.

m2 19.60 18.00 - 28.00 19.60 18.00 - 28.00

CONCRETE PAVEMENT

Joints in Concrete Pavement

EXPANSION JOINTS

Approach Slab

27 b) 250mm Wide x 10mm Thick compressible joint

filler.

m 282.67 56.00 - 355.30 282.67 56.00 - 355.30

28 a) 300mm Wide x 25mm Thick compressible joint

filler.

m 351.01 147.00 - 456.80 351.01 147.00 - 456.80

DOWEL BAR

Approach Slab

29 25mm Diameter x 1000mm long galvanised mild steel

dowel bar at 300mm centres between abutment and

approach slab complete with and including 30mm

diameter x 10mm thick bituminous compound

around.

no. 93.84 30.00 - 121.80 93.84 30.00 - 121.80

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30 32mm Diameter x 820 ~ 900mm long galvanised high

yield bar between pier & T-beam complete with and

including 50mm O.D. x 300~400mm long diameter

tight fitting rubber dowel caps, 75mm diameter x

300~400mm deep holes grouted with epoxy, non-

shrink grout Grade 50, 10mm FLEXCELL or

equivalent.

no. 161.20 30.00 - 250.00 161.20 30.00 - 250.00

31 12mm x 20mm Deep saw-cut filled with plastic 99

joint sealant.

m 87.13 18.00 - 200.00 87.13 18.00 - 200.00

KERBS, CHANNEL AND EDGINGS

32 Precast concrete kerb to match existing road kerb

including mortar, painting and all necessary works.

m 42.87 20.00 - 65.00 42.87 20.00 - 65.00

33 Precast concrete kerbs, Type A deemed to include

beds, backings, reinforcement, joints, and cutting.

m 44.39 35.00 - 57.50 44.39 35.00 - 57.50

34 Supply and lay concrete kerbs Type SM 3 c/w kerb

opening where applicable.

m 24.50 20.00 - 85.00 24.50 20.00 - 85.00

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ROAD FURNITURE

Signage

35 Supply, deliver and install traffic signboards. no. 585.25 400.00 - 805.00 585.25 400.00 - 805.00

36 Supply, deliver and install JPS standard river signs. no. 790.82 450.00 -

1,600.00

790.82 450.00 -

1,600.00

Pavement Markings

37 Supply and apply white colour road markings

consisting of thermoplastic material with Class A glass

beads :-

38 Centre line/lane line 1000mm intermittent 100mm

wide.

m 4.11 3.00 - 5.10 4.11 3.00 - 5.10

39 Double line in double continuous 100mm wide . m 7.15 3.00 - 10.00 7.15 3.00 - 10.00

40 Continuous edge line/channelising line 150mm wide. m 5.60 3.00 - 7.60 5.60 3.00 - 7.60

41 100mm wide intermittent lane line, Centre line (Type

3).

m 2.70 1.60 - 5.00 2.70 1.60 - 5.00

42 150mm wide continous edge/channelising line

(Type6).

m 3.05 2.40 - 10.00 3.05 2.40 - 10.00

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43 300mm wide continous/Stopping line (Type7). m 4.70 4.50 - 10.00 4.70 4.50 - 10.00

44 Arrow in straight. no. 212.00 40.00 - 350.00 212.00 40.00 - 350.00

45 Arrow in double head. no. 136.00 60.00 - 396 136.00 60.00 - 396

46 Left turn/right turn arrows. no. 126.00 67.50 - 264.00 126.00 67.50 - 264.00

Pavement Markings for Parking Area

47 Pavement markings shall generally be hot-applied

superimposed reflectorised thermoplastic and in

accordance with JKR Arahan Teknik (Jalan) 2D/85.

m 4.55 3.00 - 5.00 4.55 3.00 - 5.00

48 Supply and install the galvanised cast iron post for

new jersey wall guardrail inclusive galvanised steel

bolts complete with washers and nuts.

no. 171.56 120.00 - 250.00 171.56 120.00 - 250.00

49 Supply, deliver and install single face guardrails

inclusive of galvanise steel posts, washers, nuts,

delineators and accessories; all in accordance with

specifications and drawings.

m 222.25 160.00 - 300.00 222.25 160.00 - 300.00

50 Double mounted corrugated steel beam guardrail

with post at 1.95 m spacing inclusive of delineators.

Rate to include bolts, nuts, posts, and other ancillary

work.

m 253.39 220.00 - 250.00 253.39 220.00 - 250.00

51 Guardrail end section, rate to include bolts, nuts,

posts, and other ancillary work.

no. 256.65 110.00 - 360.00 256.65 110.00 - 360.00

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MISCELLANEOUS

Construction for Premix Road

52 Construction of road as per construction drawing

with 50mm thk. Sub base, 250mm thk. Well

compacted crusher run road base, 60mm binder

(AC28), 40mm wearing course (ACW20), bituminous

prime coat including (if any) excavation, removal of

surplus materials and grading subgrade.

m2 65.21 43.50 - 100.00 65.21 43.50 - 100.00

Maintenance Access Road

53 Construction and completion of access road

consisting of 150mm thick sand sub-base, 250mm

thick compacted crusher run, 25mm thick quary dust.

m2 58.30 25.00 - 150.00 58.30 25.00 - 150.00

Testing

CBR for the SUBBASE

54 To carry out CBR test for the SUBBASE in accordance

to BS 1377. Rate shall include sampling, material

testing and reporting. The test results falling below

the specified value will not be paid.

no. 187.00 90.00 - 300.00 187.00 90.00 - 300.00

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CBR for the BASE

55 To carryout CBR test for the ROADBASE in accordance

to BS 1377. Rate shall include sampling, material

testing and reporting. The test results falling below

the specified value will not be paid.

no. 181.64 90.00 - 300.00 181.64 90.00 - 300.00

Gradation test for the BASE

56 To carry out Gradation test for the ROADBASE in

accordance to BS 1377. Rate shall include sampling,

material testing and reporting. The test results falling

below the specified value will not be paid.

no. 262.19 90.00 - 600.00 262.19 90.00 - 600.00

Coring test for the ROAD SURFACE

57 The contractor shall cut core samples of not less 100

mm nominal diameter at locations selected by S.O.

The core sample shall be used by the S.O to

determine the thickness of the compacted layer of

mix & compacted density of the mix. Test shall be

inaccordance to ASTM Test Method D 1188 or ASTM

Test Method D 2726,whichever is applicable. The test

results falling below the specified value will not be

paid.

no. 331.56 90.00 - 700.00 331.56 90.00 - 700.00

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Concrete Imprint

58 200mm thick concrete grade 25 to receive concrete

imprint (measure separately)

m2 59.78 42.00 - 74.00 59.78 42.00 - 74.00

59 BRC A11 laid in concrete (measure nett - no allowance

made for laps).

m2 31.99 20.70 - 45.00 31.99 20.70 - 45.00

60 Sawn formwork not exceeding 400mm high. m 16.24 11.00 - 25.00 16.24 11.00 - 25.00

61 Concrete imprint with approved colour and pattern as

described laid including imprint blocks, formwork,

prepare and apply 2 coats of approved colourless

stone dressing (oil paint) and dividing strip all as per

S.O's satisfaction.

m2 99.82 60.00 - 125.00 99.82 60.00 - 125.00

Pebble Wash

62 25mm thick cement sand rendering (1:6) to receive

pebble wash (measure separately).

m2 13.19 9.00 - 18.00 13.19 9.00 - 18.00

63 Selected pebble wash finish complete approved

adhesion or match coloured cement, bedded and

pointed on 20mm thick cement and sand screed (1:3)

and laid in approved pattern to existing RC steps as

per S.O. satisfaction.

m2 80.00 45.00 - 100.00 80.00 45.00 - 100.00

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Trails

64 75mm thick bed of sand or granular material blinding

consolidated as described (900mm width).

m 6.10 4.00 - 8.00 6.10 4.00 - 8.00

65 Supply and lay 225 mm dia. semi glaze earthen ware

scupper pipe at 4.5 m c/c with grading and connecting

to sump or drain including excavation, backfilling,

jointing, sand bedding.

m 54.70 10.00 - 105.00 54.70 10.00 - 105.00

66 To supply and fix 300mm x 600mm x 25mm thick

Shera cellulose fibre cement plank or equivalent c/w

timber groin finishes and 20mm aggregate blinding

consolidated as described (900mm width).

m 146.60 60.00 - 200.00 146.60 60.00 - 200.00

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bahagian 3.15 : roads and pavings (class q)

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