schedule of rates for civil engineering works in …
TRANSCRIPT
SCHEDULE OF RATES
FOR
CIVIL ENGINEERING
WORKS IN SARAWAK 2018
JKR Sarawak
December 2018
Notes to tenderers:
1. This is only a cover page for this document. Please obtain the full set from the
JKR Sarawak webpage.
2. The “Location Factor From Base at Kuching City” for this tender is _____ % and
is the percentage over all the items and rates as listed in this Schedule of Rates to
be used for the purposes as stated in the tender documents.
3. Any attempt to amend / change / correct etc. this percentage by the tenderer
shall cause the tender to be disqualified.
LOCATION FACTOR FROM BASE AT KUCHING CITY
(To be read together with the Rules of Determining the Location Factor)
Kuching City
Padawan
Santubong
Siburan
Bau
Lundu
Sematan
0%
2%
3%
3%
5%
8%
9%
Serian District
Tebedu
5%
8%
Samarahan District
Simunjan
Sebuyau
Asajaya
Sadong Jaya
Tebakang
Balai Ringin
2%
12%
15%
10%
12%
8%
8%
Sri Aman District
Lubok Antu
Lingga
Pantu
Engkilili
Skrang
15%
20%
20%
20%
18%
20%
Betong District
Spaoh
Debak
Pusa
Beladin
Maludam
Saratok
Roban
Kabong
20%
20%
20%
21%
20%
22%
20%
20%
20%
Sarikei District
Bintangor
Pakan
Selalang
Julau
Meluan
Ulu Entabai
Engkamop
Nanga Wak
Nanga Entabai
18%
18%
20%
20%
20%
22%
40%
25%
15%
14%
Sibu District
Kem Bt. 10 & 14
Durin
Bawang Assan
Sungai Assan
Kanowit
Machan
Nibong Tada
Nanga Tada
Nanga Dap
Nanga Ngemah
Nanga Ngungun
Nanga Poi
Nanga Jagau
Selangau
Ulu Balingian
Arip
Stapang
Rassau
12%
13%
15%
13%
13%
16%
16%
15%
17%
20%
20%
20%
22%
40%
18%
20%
22%
16%
22%
LOCATION FACTOR FROM BASE AT KUCHING CITY
(To be read together with the Rules of Determining the Location Factor)
Bintulu District
Tatau
Sebauh
15%
20%
23%
Miri City
Subis
Bekenu
Marudi
Long Lama
Beluru
15%
20%
15%
25%
40%
22%
Limbang District
Lawas
30%
28%
Mukah District
Dalat
Oya
Igan
Balingian
Kuala Balingian
Semop
Matu
Betanak
Daro
Bruit
Tanjung Manis
20%
20%
20%
18%
23%
23%
30%
25%
30%
25%
30%
18%
Kapit District
Song
Belaga
Sungai Asap
Bukit Mabong
30%
25%
70%
25%
40%
RULES OF DETERMINING THE LOCATION FACTOR
1. The percentage (%) factors as stated are for those projects accessible by motorized vehicles
within fifteen (15) km radius from the location shown.
2. Where the project site is beyond fifteen (15) km radius of the above stated locations, these
additional percentage (%) factors shall be added on to those percentages stated above:
% addition
( i ) > 15km < 45km 5%
( ii ) > 45km < 90km 10% ( iii ) > 90km < 135km 15%
( iv ) > 135km < 180km 20%
( v ) > 180km < 220km 25%
3. Where the project sites are accessible only by waterway
( i ) areas within 15 km radius 0%
( ii ) areas within 30 km radius 5%
( iii ) areas within 60 km radius 10%
( iv ) areas within 90 km radius 15%
( v ) areas within 120 km radius 20%
( vi ) areas within 150 km radius 25%
4. Where the project sites can only be accessible by air, the location factor shall be doubled over
the value obtained from that by motorized vehicles.
5. Where the project sites can only be accessible by foot, the location factor shall be fifty percent
(50%) over the value obtained from that by motorized vehicles.
6. Where in determining the locations factor and two or more factors and radial distances are
equally applicable, the lower in each case shall be used.
7. Where in determining the location factor and two or more factors and radial distances by the
rules above whereby there can be a combination due to accessibility, say partly land and
partly waterway or partly waterway and partly by foot, there shall be a combination of the
rules according to the radial distance from the nearest locations stated above.
8. Where in determining the location factor and the site for the project lies within two radial
distances, the additional percentage (%) for the radial distance within which more than fifty
percent (50%) of the Site lies shall be used.
SOR for Civil Engineering Works 2018 1
PREAMBLES
1. All rates shall be used and read together with the “Location Factor From Base at Kuching
City”.
2. All descriptions are to be read with reference to the Standard Specification for Road Works
(including Bridge Structures) JKR/SPJ/1988, Addendum No. S-1 (Rev.1), all other
subsequent Addendums and the drawings in the Standard Drawings for Road Construction
(Latest Version) issued by Unit Rekabentuk Jalan, Cawangan Jalan, Ibu Pejabat Kerja
Raya, Kuala Lumpur and the following :
(A) Piling
Rates for driving of precast concrete piles and reinforced concrete lengthened piles and
bore piling works shall include for the provision of all necessary mechanical plant, rig,
temporary works, etc. and for the travelling of pile frame about the site.
(B) Site Clearance and Earthwork
All rates herein shall be held to include for supply and delivery to site, wastage on
materials, carriage and cartage, carrying in and return of empties, hoisting, setting,
fitting and fixing in position, making good and all other labours and everything else
necessary (including any custom duties, etc.) for the proper completion of each item and
for establishment charges and profit.
Rates for site clearance shall include:
Clearing all general vegetation, tall grass, thatch grass, creepers, shrubs, bushes
and all undergrowth.
Felling of trees of all sizes including cutting, grubbing up their stumps and roots
and dispose off site.
Clearing all rubbish, debris and unwanted materials.
Breaking up and removing disused structures, surface beds and pavings, sewers,
drains and drain pipes, manholes, underground wells, sumps, fencing, posts,
retaining walls and other such like structures, including disconnecting and
sealing off services, plugging any pipes cut off at perimeter of site.
Removing existing tree stumps and grubbing up their roots and disposal off site.
Filling holes and voids caused by removal of trees, tree stumps, roots, existing
structures or obstructions with hardcore or suitable approved materials.
(a)
(b)
(c)
(d)
(e)
(f)
SOR for Civil Engineering Works 2018 2
(C) Excavation
Excavation shall be measured to commence at existing ground level. All excavation and
filling shall be measured nett. The quantities of excavation and filling shall be measured
on the assumption that the gradient of the existing surfaces between the nearest adjacent
spot levels and/ or between contours is constant. Boulders not exceeding one cubic metre
shall be deemed to be included in the rates for excavation.
Rates for excavation (including excavation of drainage) are to include:
(a) Keeping all excavations free from water, mud, etc. by pumping or bailing if required
(b) Planking and strutting, leveling, ramming or preparing bottoms, any double
handling required and for additional excavation for planking, strutting and
formwork.
(c) Excavating by hand or mechanical means in various soil strata and water tables
(d) Multiple handling
(e) Protection of all services encountered
(f) Additional excavation and backfilling due to Contractor’s method or process such as
excavation for working space.
(g) Reinstating to original condition all work disturbed by excavation.
(h) Additional concrete infill where excavated below correct levels
(i) Giving all required notice
(j) To ensure safety of excavation and adjoining structures.
(D) Concrete Work
No allowance shall be made in the weight of steel reinforcement for rolling margin, trying
wires, spacers, chairs and weight of weld etc. Concrete shall be measured nett without
deduction for the volume of reinforcement.
Rates for concrete shall be held to include:
(a) Forming, leaving or cutting grooves, chases, mortices, holes
(b) Making good and any sundry items of alike nature.
(c) Providing trial mixes, tests on materials and finished product, including non
destructive test on and off-site
(d) Hoisting or pumping or placing in position
(e) Compacting by suitable means
(f) Laying in bays and associated works
(g) Curing and protection.
Rates for precast concrete work shall include:
(a) All reinforcement and moulds
(b) Lifting hooks, cast-in brackets, dowels and their fixing devices
(c) Finishing fair on all exposed faces, and other surface treatment to receive other
finishes
(d) Holes, sleeve, rates, notchings, sinkings, mortices and the like
(e) Temporary supports
(f) Hoisting and placing in position; setting, bedding, jointing and pointing in cement
mortar; cutting off lifting hook.
SOR for Civil Engineering Works 2018 3
Rates for bar reinforcement shall include:
Allowance for rolling margin and weight of welds
Cleaning by wire brushing or sand blasting
Cutting to length and fabricating including bending to various bend and radii
Providing and tying with galvanized steel wire at all intersections
Providing seating or spacer blocks and chairs
Providing all necessary laps and anchorages
Submitting manufacturers’ mill and test certificate.
Rates for fabric reinforcement shall include:
(a) Allowance for rolling margin and weight of welds
(b) Cleaning by wire brushing or sand blasting
(c) Cutting to length and fabricating including bending to various bend and radii
(d) providing and tying with galvanized steel wire at all intersections
(e) Providing seating or spacer blocks and chairs
(f) Providing all necessary laps and anchorages
(g) Submitting manufacturers’ mill and test certificate.
(h) Straight, circular or raking cutting and notching.
“Sawn formwork” shall mean formwork to produce concrete surfaces suitable for
plastering or tiling. “Wrot formwork” shall means formwork to produce fair face
concrete surfaces suitable for direct application of decorations. Formwork shall be
deducted for openings over one square metres.
Rates for formwork shall be held to include:
(a) For erection, raking and circular cutting, splayed edges, notchings,
(b) Allowance for overlaps and passing at angles, battens, strutting, bolting,
wedging,
(c) Easing, striking and removal.
(d) Batten framing
(e) Stopping all holes, cracks and crevices
(f) Mould oil
(E) Rates for each item of paving shall be held to include for all rounded angles, arises
and making good and any other sundry items of alike nature.
(F) Rates for each item of skirtings, risers, channels and the like shall be held to include
for all short lengths formed, cut and purpose made angles, junctions, ends, etc. and
making good and any other sundry items of alike nature.
(G) Rates for mild steel tubing are to include for short running lengths, sockets, backnuts,
elbows and bends.
(a)
(b)
(c)
(d)
(e)
(f)
(g)
SOR for Civil Engineering Works 2018 4
(H) Bituminous Road and Hardstandings
Rates for site surface water drainage and culvert shall include:
Sampling and testing of aggregates and bituminous mixtures as specified.
Protecting mixed material in transit and while awaiting tripping.
Laying, rolling and consolidating sub-base, base course, binder and wearing
course in layers or sequence as required.
Laying by hand of narrow strips remaining alongside machine work.
Making joints, working around manhole covers and other like projections.
Finishing surfaces to gradient and falls.
Added filler to bituminous mixture.
Maintenance of surface as work progress.
Rates for Type 9 – Pedestrian Crossing Zebra is measured in nett area (m2). While rates
for Yellow Box and Hatching are measured in gross area (m2).
(I) Gabion Work
Rates for gabion work shall include:
(a) Excavation and disposal of excavated material off site to Contractor’s own
dump.
(b) Dewatering, upholding the sides of excavation and keeping the excavation free
of water.
(c) Trimming and leveling at founding/base level.
(d) Cage and tying wire.
(e) Filling material.
(f) Transport, handling, assembling, tying, fixing, staking, tensioning and placing
in dry condition and/or under water.
(J) Turfing and Tree Planting
Rates for seeding and turfing shall include:
(a) Carry out the work in such sequence or section as directed.
(b) Preparatory work in forking and loosening ground surface including riding all
weed, roots and debris.
(c) Dressing with fertilizer, tending, watering, covering with wet sacking, moving
and protection of newly seeded/turfed area.
(d) Maintenance.
Rates for tree planting shall include:
(a) Carry out the work in such sequence or section as directed.
(b) Selection and tagging of plant material.
(c) Planting operation including excavation for rootball, top soil, refilling, support
and ties.
(d) Irrigation, pruning and trimming.
(e) Plant replacement.
(f) Spraying or other disease control operation.
(g) Protection.
(h) Maintenance.
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
A EARTHWORK
SOR CIVIL 2018/Page 1 of 24
Item No.
Description Unit Rate (RM)
1
2
3
4
5
6
7
(a)
(b)
(c)
8
9
10
11
12
(a)
General Site Clearance
Clearing and grubbing within the Site of all trees, bushes, etc. Stripping top soil to 150mm thick. Demolition and removal of existing pavement. Scarify and remove existing pavement to the required level. Roadway Excavation
Roadway excavation in all materials other than rock including stockpiling aside for embankment construction. Roadway excavation in all materials other than rock including cart away from site. Roadway excavation in rock including removal from site : Open excavation (including use of explosives, etc). Control blasting. Trench excavation, for drainage works. Embankment Construction
Supply, lay, grade and compact in layers imported suitable fill material to formation level. Take from stockpile on site, lay, grade and compact in layers suitable excavated fill material to formation level (within 15km of filled chainage). Ditto more than 15km, with every additional km. Supply and lay Nonwoven Geotextile Type 2 with the following specification:
Physical Characteristic: Continuous filament, nonwoven needle punched
Polymer: 100% polypropylene, UV stabilized
Mass : 285 g/m2, ISO 9864
Thickness (2 kPa): 2.5 mm, ISO 9863
Tensile Strength (ave): 21.5 kN/m, ISO 10319
Tensile Elongation (MD/CD): 80/40%, ISO 10319
CBR Puncture Strength: 3300 N, ISO 12236
Effective Opening Size (O90): 0.09 mm, ISO 12956
Vertical Water Flow 50mm head: 65 l/m2/s, ISO 11058
Horizontal Water Flow under 20 kPa: 14 l/m.h, ISO 12958
Note: Characteristic denotes the value within the 95% confidence level.
Supply and lay Woven Polyester Geotextile Type 1 and Type 2 with the following characteristic requirements:
i) Woven Polyester Geotextile Type 1, 200 – 50 Mechanical Properties, ISO 10319
Characteristic short term tensile strength MD / CD: 200/50
Strain at short term strength MD: 10%
Nominal roll width: 5 m
Nominal roll length: 150/300 m
Estimated roll weight: 325/675 kg
Ha
M2
M2
M
2
M3
M3
M3
M3
M3
M3
M3
M3
M2
M2
3,367.30
1.60
6.95
3.35
5.80
10.20
27.10
36.75
52.50
20.40
4.95
0.45
8.75
25.70
A EARTHWORK
SOR CIVIL 2018/Page 2 of 24
Item No.
Description
Unit
Rate (RM)
(b)
13
(a)
(b)
14
15
16
ii) Woven Polyester Geotextile Type 2, 400 – 50 Mechanical Properties, ISO 10319
Characteristic short term tensile strength MD / CD: 400/50
Strain at short term strength MD: 10%
Nominal roll width: 5 m
Nominal roll length: 100 m
Estimated roll weight: 460 kg
Note: Characteristic denotes the value within the 95% confidence level. Supply and lay geogrid Type 1 and Type 2 with the following characteristic requirements: i) Geogrid Type 1, 60/30 Properties, ISO 10319, ASTM D4595, AS 3706.2
Characteristic short term tensile strength MD / CD: 60/30
Nominal roll width: 2.6/5.2 m
Nominal roll length: 100 m
Estimated roll weight: 62/129 kg ii) Geogrid Type 2, 80/30 Properties, ISO 10319, ASTM D4595, AS 3706.2
Characteristic short term tensile strength MD / CD: 80/30
Nominal roll width: 2.6/5.2 m
Nominal roll length: 100 m
Estimated roll weight: 77/160 kg
Note: Characteristic denotes the value within the 95% confidence level. Supply, lay, grade and compact in layers imported sand fill material to formation level. Free Draining Material and Drainage Blanket
Supply, lay, grade and compact free draining material at 200mm thick (eg. River gravel) on geotextile (measured separately). Supply and lay Nonwoven Geotextile Type 1 and Type 2 with the following characteristic requirements: i) Nonwoven Geotextile Type 1
Physical Characteristic: Continuous filament, nonwoven needle punched
Polymer: 100% polypropylene, UV stabilized
Mass: 200 g/m2, ISO 9864
Thickness (2 kPa): 1.9 mm, ISO 9863
CBR Puncture Strength: 2350 N, ISO 12236
Tensile Strength (average): 15 kN/m, ISO 10319
Tensile Elongation (MD/CD): 75/35%, ISO 10319
Effective Opening Size (O90): 0.10 mm, ISO 12956
Vertical Water Flow 50mm head: 85 l/m2/s, ISO 11058
Horizontal Water Flow under 20 kPa: 11 l/m.h, ISO 12958 ii) Nonwoven Geotextile Type 2
Physical Characteristic: Continuous filament, nonwoven needle punched
Polymer: 100% polypropylene, UV stabilized
M2
M2
M2
M3
M2
M2
M
2
36.60
17.10
19.60
46.00
13.00
6.50
8.30
A EARTHWORK
SOR CIVIL 2018/Page 3 of 24
Item No.
Description
Unit
Rate (RM)
17
18
19
20
21
22
23
24
25
26
27
Mass: 285 g/m2, ISO 9864
Thickness (2 kPa): 2.5 mm, ISO 9863
CBR Puncture Strength: 3300 N, ISO 12236
Tensile Strength (average): 21.5 kN/m, ISO 12958
Tensile Elongation (MD/CD): 80/40%, ISO 10319
Effective Opening Size (O90): 0.09 mm, ISO 12956
Vertical Water Flow 50mm head: 65 l/m2/s, ISO 11058
Horizontal Water Flow under 20 kPa: 14 l/m.h, ISO 12958
Note: Characteristic denotes the value within the 95% confidence level.
Preparation of formation:
Prepare, grade to fall and compact subgrade in suitable materials other than
sand.
Prepare and compact subgrade in sand material.
Protective Vegetation for Erosion Control:
Spot turfing on cut slopes, embankments and benches including top soil.
Hydroseeding on cut slopes, embankments and benches.
Erosion control blanket of double net coconut blanket, lay on cut slopes,
embankments and benches.
Establishing leguminous plants as specified on cut slopes, embankments and benches.
Miscellaneous Works:
Supply and lay 3.0m x 1.0m x 1.0m PVC coated wire mesh gabion complete
with rock filled.
Supply and lay 2.0m x 1.0m x 1.0m PVC coated wire mesh gabion complete
with rock filled.
Supply and lay 1.0m x 1.0m x 1.0m PVC coated wire mesh gabion complete
with rock filled.
Supply and lay 0.5m x 1.0m x 1.0m PVC coated wire mesh gabion complete
with rock filled.
Supply and lay 0.3m x 1.0m x 1.0m PVC coated wire mesh gabion complete
with rock filled.
M2
M2
M
2
M
2
M
2
M2
NO
NO
NO
NO
NO
2.75
2.20
7.00
8.00
9.00
8.20
743.05
511.35
284.50
186.25
139.90
B DRAINAGE
SOR CIVIL 2018/Page 4 of 24
Item No.
Description
Unit
Rate(RM)
1
(a)
(b)
2
(a)
(b)
(c)
(d)
(e)
3
(a)
(b)
4
5
(a)
(b)
(c)
Drains
Surface drain - unlined: Embankment toe drain, Type TD 1. Roadside earth drain, Type 2. Surface drain - lined: Reinforced concrete roadside drain complete with concrete struts, all excavation and part backfill. i) Type 2 ii) Type 3 iii)Type 4 Reinforced concrete bench / berm drain complete with concrete struts, all excavation and part backfill. i)Type 1 ii)Type 2 Reinforced concrete embankment toe drain complete with concrete struts, all excavation and part backfill. i) Type 3 Ii) Type 4 Reinforced concrete shoulder drain Type SD 1 complete with concrete struts, all excavation and part backfill. Interceptor drain complete with concrete struts, all excavation and part backfill. i) Type 1 ii) Type 2 Cascade drain: Reinforced concrete slope drain complete with concrete struts, all excavation and part backfill. Reinforced concrete outfall drain complete with concrete struts, all excavation and part backfill. Filling of existing stream/drain using imported suitable fill material including compaction. Borrow pit<15km. Precast Concrete Pipe Culverts:
Precast concrete Class "Z" butt joint pipe culvert of the following sizes complete with cast-in-situ concrete joint complete with reinforcement, formwork, well compacted granular material as surround, and reinforced concrete cradle and including excavation and part backfill: Single 600 mm diameter. Single 900 mm diameter. Twin 900 mm diameter.
M
M
M M M
M M
M M
M
M M
M
M
M
3
M
M
M
13.35
10.70
107.85 175.25 201.70
94.50 121.30
269.45 242.55
121.30
94.50 107.85
309.85
370.55
24.45
857.00
1,159.50
2,117.20
B DRAINAGE
SOR CIVIL 2018/Page 5 of 24
Item No.
Description
Unit
Rate(RM)
5
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
(l)
6
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
(l)
7
(a)
(b)
(c)
Precast Concrete Pipe Culverts (cont’d)
Precast concrete Class "Z" butt joint pipe culvert of the following sizes complete with cast-in-situ concrete joint complete with reinforcement, formwork, well compacted granular material as surround, and reinforced concrete cradle and including excavation and part backfill: Single 1200 mm diameter. Twin 1200 mm diameter. Triple-cell 1200 mm diameter. Single 1500 mm diameter. Twin 1500 mm diameter. Triple-cell 1500 mm diameter. Single 1800 mm diameter. Twin 1800 mm diameter. Triple-cell 1800 mm diameter. Reinforced concrete outlet structures comprises headwall, wingwall, apron, culvert marker post and all necessary excavation and part backfill including jointing to pipe culvert of the following sizes: Single 600 mm diameter. Single 900 mm diameter. Twin 900 mm diameter. Single 1200 mm diameter. Twin 1200 mm diameter. Triple-cell 1200 mm diameter. Single 1500 mm diameter. Twin 1500 mm diameter. Triple-cell 1500 mm diameter. Single 1800 mm diameter. Twin 1800 mm diameter. Triple-cell 1800 mm diameter. Reinforced concrete inlet sump structure complete with hinged grating cover and frame, grating and all necessary excavation and part backfill including jointing to pipe culvert of the following sizes: Single 600 mm diameter. Single 900 mm diameter. Single 1200 mm diameter.
M
M
M
M
M
M
M
M
M
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
1,512.40
2,722.20
3,881.50
1,915.60
3,528.60
5,091.30
2,308.70
4,335.20
5,953.00
2,487.00
2,752.30
4,128.60
3,440.40
5,229.40
5,928.00
4,954.20
7,410.10
9,527.20
5,822.30
7,568.90
11,115.10
1,111.60
1,651.40
2,076.70
B DRAINAGE
SOR CIVIL 2018/Page 6 of 24
Item No.
Description
Unit
Rate(RM)
7
(d)
(e)
8
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
(l)
(m)
9
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
Precast Concrete Pipe Culverts (cont’d)
Reinforced concrete inlet sump structure complete with hinged grating cover and frame, grating and all necessary excavation and part backfill including jointing to pipe culvert of the following sizes:
Single 1500 mm diameter. Single 1800 mm diameter. Reinforced Concrete Box Culvert
Reinforced concrete box culvert barrel with fill height exceeding 3.0m high complete with all excavation and part backfill and keeping trench dry: Single 1.5m x 1.5m. Twin 1.5m x 1.5m. Single 2.0m x 2.0m. Twin 2.0m x 2.0m. Single 2.5m x 2.5m. Twin 2.5m x 2.5m. Triple 2.5m x 2.5m. Single 3.0m x 3.0m. Twin 3.0m x 3.0m. Triple 3.0m x 3.0m. Single 3.5m x 3.5m. Twin 3.5m x 3.5m. Triple 3.5m x 3.5m. Reinforced concrete box culvert barrel with fill height exceeding 3.0m high and not exceeding 6.0m high complete with all excavation and part backfill and keeping trench dry. Single 1.5m x 1.5m. Twin 1.5m x 1.5m. Single 2.0m x 2.0m. Twin 2.0m x 2.0m. Single 2.5m x 2.5m. Twin 2.5m x 2.5m. Triple 2.5m x 2.5m. Single 3.0m x 3.0m.
NO
NO
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
2,487.70
3,302.80
2,699.50
3,583.40
4,806.00
6,351.50
6,298.50
8,362.80
11,644.40
6,669.10
8,892.10
16,725.50
9,125.00
12,099.50
22,759.30
3,048.80
4,075.50
5,430.50
7,240.70
7,166.60
9,400.10
13,126.30
7,357.10
B DRAINAGE
SOR CIVIL 2018/Page 7 of 24
Item No.
Description
Unit
Rate(RM)
9
(i)
(j)
(k)
(l)
(m)
10
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
(l)
(m)
11
(a)
(b)
(c)
(d)
Precast Concrete Pipe Culverts (cont’d)
Reinforced concrete box culvert barrel with fill height exceeding 3.0m high and not exceeding 6.0m high complete with all excavation and part backfill and keeping trench dry (cont’d). Twin 3.0m x 3.0m. Triple 3.0m x 3.0m. Single 3.5m x 3.5m. Twin 3.5m x 3.5m. Triple 3.5m x 3.5m. Reinforced concrete box culvert barrel with fill height exceeding 6.0m high and not exceeding 9.0m high complete with all excavation and part backfill and keeping trench dry: Single 1.5m x 1.5m. Twin 1.5m x 1.5m. Single 2.0m x 2.0m. Twin 2.0m x 2.0m. Single 2.5m x 2.5m. Twin 2.5m x 2.5m. Triple 2.5m x 2.5m. Single 3.0m x 3.0m. Twin 3.0m x 3.0m. Triple 3.0m x 3.0m. Single 3.5m x 3.5m. Twin 3.5m x 3.5m. Triple 3.5m x 3.5m. Reinforced concrete inlet and outlet structures comprises headwall, wingwall, apron, culvert marker post complete with all necessary excavation and part backfill including jointing to reinforced concrete box culvert of the following sizes: Single 1.5m x 1.5m reinforced concrete box culvert barrel. Twin 1.5m x 1.5m reinforced concrete box culvert barrel. Single 2.0m x 2.0m reinforced concrete box culvert barrel. Twin 2.0m x 2.0m reinforced concrete box culvert barrel.
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
NO
NO
NO
NO
9,791.80
18,858.60
10,003.50
13,338.10
25,723.20
3,387.50
4,562.50
6,086.90
8,098.10
7,833.50
10,479.90
14,608.30
7,939.40
10,585.80
21,171.40
10,797.50
14,396.60
28,581.40
7,018.40
9,844.80
12,491.20
17,466.50
B DRAINAGE
SOR CIVIL 2018/Page 8 of 24
Item No.
Description
Unit
Rate(RM)
11
(e)
(f)
(g)
(h)
(i)
(j)
(k)
(l)
(m)
12
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
(l)
(m)
(n)
Precast Concrete Pipe Culverts (cont’d)
Reinforced concrete inlet and outlet structures comprises headwall, wingwall, apron, culvert marker post complete with all necessary excavation and part backfill including jointing to reinforced concrete box culvert of the following sizes (cont’d): Single 2.5m x 2.5m reinforced concrete box culvert barrel. Twin 2.5m x 2.5m reinforced concrete box culvert barrel. Triple 2.5m x 2.5m reinforced concrete box culvert barrel. Single 3.0m x 3.0m reinforced concrete box culvert barrel. Twin 3.0m x 3.0m reinforced concrete box culvert barrel. Triple 3.0m x 3.0m reinforced concrete box culvert barrel. Single 3.5m x 3.5m reinforced concrete box culvert barrel. Twin 3.5m x 3.5m reinforced concrete box culvert barrel. Triple 3.5m x 3.5m reinforced concrete box culvert barrel. HDPE Pipe Culvert
Supply, deliver and handle of 3-W HDPE profiled pipe (C4000), where excavation, base and back filling are to be measured separately: 600mm diameter. 750mm diameter. 900mm diameter. 1200mm diameter. 1500mm diameter. 1800mm diameter. 2100mm diameter. 2500mm diameter. 600mm diameter G.I. clamp joint c/w bolts and nuts. 750mm diameter G.I. clamp joint c/w bolts and nuts. 900mm diameter G.I. clamp joint c/w bolts and nuts. 1200mm diameter G.I. clamp joint c/w bolts and nuts. 1500mm diameter G.I. clamp joint c/w bolts and nuts. 1800mm diameter G.I. clamp joint c/w bolts and nuts.
NO
NO
NO
NO
NO
NO
NO
NO
NO
M
M
M
M
M
M
M
M
NO
NO
NO
NO
NO
NO
16,513.80
23,923.60
31,333.70
17,995.70
25,829.20
40,754.90
24,558.80
35,091.60
55,577.50
568.40
924.00
1,386.00
2,541.00
2,296.00
4,743.20
5,852.00
9,086.00
924.00
1,092.00
1,386.00
2,212.00
2,478.00
3,234.00
B DRAINAGE
SOR CIVIL 2018/Page 9 of 24
Item No.
Description
Unit
Rate(RM)
(o)
(p)
13
(a)
(b)
14
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
(l)
15
16
(a)
(b)
(c)
HDPE Pipe Culvert (cont’d)
Supply, deliver and handle of 3-W HDPE profiled pipe (C4000), where excavation, base and back filling are to be measured separately: 2100mm diameter G.I. clamp joint c/w bolts and nuts. 2500mm diameter G.I. clamp joint c/w bolts and nuts. HDPE Subsoil Drainage Pipe
Supply, deliver and handle of Class 200 single wall corrugated perforated HDPE pipe, where excavation, base and back filling are to be measured separately: 100mm diameter. 160mm diameter. Supply, deliver and handle of Class 200 double wall corrugated perforated HDPE pipe, where excavation, base and back filling are to be measured separately: 100mm diameter. 150mm diameter. 225mm diameter. 300mm diameter.
100mm diameter coupler. 150mm diameter coupler. 225mm diameter coupler. 300mm diameter coupler. 100mm diameter o-ring. 150mm diameter o-ring. 225mm diameter o-ring. 300mm diameter o-ring. Concrete Works for Drainage
50mm thick lean concrete Grade 15P/20 as blinding for drainage works. Reinforced Concrete of the following grades for Drainage Works: Grade 20/20. Grade 25/20. Grade 30/20.
NO
NO
M
M
M
M
M
M
NO
NO
NO
NO
NO
NO
NO
NO
M2
M3
M
3
M3
4,739.00
6,468.00
11.90
25.90
27.75
39.85
72.40
156.90
22.40
35.00
63.00
120.40
2.80
3.50
7.00
12.60
17.50
350.00
365.00
380.00
B DRAINAGE
SOR CIVIL 2018/Page 10 of 24
Item No.
Description
Unit
Rate(RM)
17
(a)
(b)
18
(a)
(b)
(c)
(d)
(e)
19
(a)
(b)
(c)
20
(a)
(b)
(c)
(d)
21
22
Concrete Works for Drainage (cont’d)
Formwork as described to Class F1 & U1 Finish type: To sides of drain, culverts, wingwall, headwall, and the like. To soffit of culvert cover slab and the like. High Yield Deformed Steel Reinforcement Bars as described: 10mm Diameter. 12mm Diameter. 16mm Diameter. 20mm Diameter. 25mm Diameter. Mild Steel Reinforcement Bars as described: 6mm Diameter. 8mm Diameter. 10mm Diameter. Steel Mesh Reinforcement: Type B10/B785 (minimum 8.14kg/m2). Type A6/A142 (minimum 2.22 kg/m2). Type A7/A193 (minimum 3.02kg/m2). Type A8/A252 (minimum 3.95kg/m2). Miscellaneous Works
Grouted stone pitching of various thickness. 12mm Thick joint filler.
M2
M
2
KG
KG
KG
KG
KG
KG
KG
KG
M2
.M
2
M
2
M
2
M3
M
2
50.40
50.40
4.05
4.05
3.95
3.95
3.95
4.05
4.05
4.05
50.50
11.50
16.20
24.60
211.80
34.25
C FLEXIBLE PAVEMENT AND ROAD FURNITURES
SOR CIVIL 2018/Page 11 of 24
Item No.
Description
Unit
Rate(RM)
1
2
3
4
5
6
7
8
9
10
11
12
13
(a)
(b)
14
15
16
17
18
19
20
21
Flexible Pavement
Subbase course including drainage layer under compacted earth shoulder. Roadbase course. Wet-mix macadam. Bituminous tack coat. Asphaltic concrete binder course (ACB 28). Bituminous prime coat. Asphaltic concrete wearing course (ACW 20). Compacted earth shoulder. Bituminous waterproof layer. Traffic signs complete with concrete footing, post, supporting frame including all necessary excavation
Regulatory (Type RP & RM) road signs of various shapes and not exceeding 1.0m
2 in area.
Warning (Type WD) road signs of various shapes and not exceeding 1.0m
2 in
area. Guide/Information (Type GI) road signs of various shapes and not exceeding 1.0m
2 in area.
Guide/Destination (Type GD) road signs of various shapes with the following areas (All Provisional): Not exceeding 1.0m
2 in area.
Exceeding 1.0m
2 and not exceeding 2.0m
2 in area.
Post Delineator. 3mm thick Road Markings (measured nett) and Direction Arrows in Thermoplastic paint
Type 1(a) - Continuity Line. Type 1(b) - Continuity Line. Type 2 - Give Way Line. Type 3 - Centre Line / Lane Line (Urban Area). Type 4 - Centre Line / Lane Line (Urban Area). Type 5 - Centre Line / Lane Line (Rural Area). Type 6 - Edge Line / Channelising Line.
M3
M3
M3
M2
M3
M2
M3
M3
M
2
NO
NO
NO
NO
NO
NO
M
M
M
M
M
M
M
105.00
109.00
124.30
3.30
625.00
3.60
635.00
26.50
3.50
520.10
520.10
520.10
520.10
910.10
63.00
1.90
2.55
2.55
1.00
1.20
1.10
3.85
C FLEXIBLE PAVEMENT AND ROAD FURNITURES
SOR CIVIL 2018/Page 12 of 24
Item No.
Description
Unit
Rate(RM)
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
(a)
(b)
39
40
3mm thick Road Markings (measured nett) and Direction Arrows in Thermoplastic paint (Cont'd)
Type 7 - Stop Line with Pedestrian. Type 8 - Stop Line with Pedestrian Crossing. Type 9 - Pedestrian Crossing Zebra. Type 10 - Double Line. Type 11 - Climbing Lane Line. Type 12 - Bus Stop / Bus Lay-by Line. Type 13 - Turn Line. Type 14 - Yellow Box Marking. Type 15 - Stop Line with Pedestrian Crossing (Motorcycle Lane). Type 16 - Chevron Separator Marking for Non-Exclusive Motorcycle Lane (excluding road stud). Single Arrow (Straight). Single Arrow (Left / Right). Double Arrows. U-Turn. Chevron Hatching Merging Traffic. Cross Hatching. Chevron Hatching Diverging Traffic. Miscellaneous Works
Reflective roadstud: One (1) way reflective. Two (2) way reflective. Precast concrete road kerb, overall size 600mm long x 150mm wide x 305mm high, complete with laying on concrete bedding. Extra over for Precast concrete road kerb with opening, overall size 600mm long x 150mm wide x 305mm high, complete with laying on concrete bedding.
M
M
M2
M
M
M
M
M2
M
M
NO
NO
NO
NO
M2
M2
M2
NO
NO
M
NO
7.60
15.10
25.10
5.70
6.30
12.90
2.20
44.00
2.65
13.00
30.80
30.80
49.50
49.50
49.50
49.50
49.50
34.40
37.40
65.10
19.70
D BRIDGE WORKS
SOR CIVIL WORK 2018/Page 13 of 24
Item No.
Description
Unit
Rate(RM)
1
2
3
4
5
(a)
(b)
(c)
(d)
(e)
6
(a)
(b)
(c)
(d)
(e)
7
(a)
(b)
(c)
(d)
8
9
10
(a)
Earthworks
Fill spread, grade and compact in layers to formation level using imported suitable fill material. 300mm Thick rubble pitching as slope protection works complete with mortar pointing. Coarse aggregate as capping layer including laying between piles. Concrete Works
50mm thick lean concrete Grade 15P/20 as blinding. Reinforced concrete of the following grades: Grade 25/20. Grade 30/20. Grade 35/20. Grade 40/20. Grade 50/20. Formwork as described to Class F1 & U1 finish type including falsework. To sides of approach slab, platform slab, transition slab, and the like. To sides of abutment and the like. To sides and soffit of pile cap. To soffit of deck slab. To sides and soffit of diaphragm. Formwork as described to Class F2 & U2 Finish Type including falsework To sides of abutment wingwall and the like. To sides and soffit of pier, column, headstock and the like. To sides of kerb and the like. To sides of parapet and the like. Supply, fabricate and placing into position 125mm thick precast concrete footway slab complete with BMC A5 fabric reinforcement. 10mm Diameter mild steel reinforcement bars as described. Hot Rolled Type 2 Deformed steel reinforcement bars as described. 10mm Diameter.
M3
M2
M3
M2
M3
M3
M3
M3
M3
M2
M2
M2
M2
M2
M
2
M
2
M
2
M
2
M2
KG
KG
29.85
77.10
102.70
21.00
402.05
429.80
457.50
485.30
526.90
57.65
65.00
65.00
65.00
65.00
72.05
72.05
72.05
72.05
83.30
4.55
4.55
D BRIDGE WORKS
SOR CIVIL WORK 2018/Page 14 of 24
Item No.
Description
Unit
Rate(RM)
10
(b)
(c )
(d)
(e)
11
(a) (b)
(c)
(d)
(e)
(f)
12
(a)
(b)
13
(a)
(b)
(c)
(d)
14
(a)
(b)
(c)
15
Hot Rolled Type 2 Deformed steel reinforcement bars as described (cont’d) 12mm Diameter. 16mm Diameter. 20mm Diameter. 25mm Diameter. Steel Mesh Reinforcement. Type A5 / A98 (minimum 1.54 kg/m
2).
Type A6 / A142 (minimum 2.22 kg/m
2).
Type A7 / A193 (minimum 3.02 kg/m
2).
Type A8 / A252 (minimum 3.95 kg/m
2).
Type A9 / A318 (minimum 4.99 kg/m
2).
Type A10 / A393 (minimum 6.16 kg/m
2).
Miscellaneous Bridge Works
Sub-soil drainage behind Abutment. Granular backfill materials to back of abutment. 90mm Diameter P.V.C. pipe as sub-soil drain, bedded in sand. Dowel bar: 25mm Diameter Hot Rolled Type 2 Deformed steel reinforcement bar as dowel bar of various lengths, embedded into concrete. 20mm Ditto. 25mm Diameter Hot Rolled Type 2 Deformed steel reinforcement bar as dowel bar of various lengths, with one embedded 200mm into concrete, and the other end fixed to 50mm outer diameter tight fitting rubber dowel cap between prestressed girder, complete with compressive materials. 20mm Ditto. Elastometric laminated bearing pad of the following sizes on and including 20mm thick epoxy resin mortar bedding. 400 x 350 x 39mm. 350 x 500 x 69mm. 300 x 200 x 29mm. 24mm thick "Expandite natural bonded cork filler" or equivalent joint filler.
KG
KG
KG
KG
M2
M2
M2
M2
M
2
M
2
M3
M
M
M
M
M
NO
NO
NO
M2
4.55
4.55
4.55
4.55
11.50
16.00
23.00
29.00
33.00
49.00
100.00
35.00
44.70
31.00
61.90
43.50
1,067.15
1,333.85
800.45
285.00
D BRIDGE WORKS
SOR CIVIL WORK 2018/Page 15 of 24
Item No.
Description
Unit
Rate(RM)
16
17
18
19
20
6mm Thick plywood lining as separator. Prepare and apply one coat of heavy bitumen paint on concrete surface. Type A scupper drain complete with forming inlet in asphaltic concrete wearing course, and rectangular hollow section as outlet. Therma Joint or approved deck expansion joints complete with joint filler. Hot-dip galvanised mild steel parapet railing, complete with bolts, U-shaped cast in bolts, post, sliding joint, and end railing.
M2
M2
NO
M
M
57.65
20.70
102.40
1,200.00
341.40
E PILING
SOR CIVIL WORK 2018/Page 16 of 24
Item No.
Description
Unit
Rate(RM)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
Precast Concrete Piles
Supply, handle & pitch 150mm x 150mm initial/head pile 6.00m long. Supply, handle & pitch 150mm x 150mm extension pile 6.00m long. Supply, handle & pitch 200mm x 200mm initial/head pile 6.00m long. Supply, handle & pitch 200mm x 200mm extension pile 6.00m long. Supply, handle & pitch 250mm x 250mm initial/head pile 6.00m long. Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 250mm x 250mm extension pile 6.00m long. Ditto 9.00m long. Ditto 12.00m long. Supply, handle and pitch 300mm x 300mm initial/head pile 6.00m long. Ditto 9.00m long. Ditto 12.00m long. Supply, handle and pitch 300mm x 300mm extension pile 6.00m long. Ditto 9.00m long. Ditto 12.00m long. Supply, handle and pitch 350mm x 350mm initial/head pile 6.00m long. Ditto 9.00m long. Ditto 12.00m long. Supply, handle and pitch 350mm x 350mm extension pile 6.00m long. Ditto 9.00m long. Ditto 12.00m long. Supply, handle and pitch 400mm x 400mm initial/head pile 6.00m long. Ditto 9.00m long. Ditto 12.00m long. Supply, handle and pitch 400mm x 400mm extension pile 6.00m long. Ditto 9.00m long. Ditto 12.00m long.
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
38.30
35.10
70.50
66.00
110.40
98.60
93.80
104.60
99.30
90.90
174.00
153.10
143.20
166.10
148.60
139.90
228.40
200.90
187.10
218.30
194.10
182.10
298.90
263.00
244.90
286.50
254.70
238.90
E PILING
SOR CIVIL WORK 2018/Page 17 of 24
Item No.
Description
Unit
Rate(RM)
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
Precast Concrete Piles (cont’d)
Drive to set 150mm x 150mm pile. Ditto 200mm x 200mm pile. Ditto 250mm x 250mm pile. Ditto 300mm x 300mm pile. Ditto 350mm x 350mm pile. Ditto 400mm x 400mm pile. Drive to set 150mm x 150mm pile as raker piles. Ditto 200mm x 200mm pile. Ditto 250mm x 250mm pile. Ditto 300mm x 300mm pile. Ditto 350mm x 350mm pile. Ditto 400mm x 400mm pile. Butt weld connection 0.60m girth between edges of and including mild steel extension head, base cap plates, bars etc and including coated heavily with bituminous compound for jointing 150mm x 150mm R.C piles. Ditto for jointing 200mm x 200mm R.C piles. Ditto for jointing 250mm x 250mm R.C piles. Ditto for jointing 300mm x 300mm R.C piles. Ditto for jointing 350mm x 350mm R.C piles. Ditto for jointing 400mm x 400mm R.C piles. Cut off and dump away surplus length of 150mm x 150mm precast concrete pile and strip off pile head, bend back reinforcement for connection as specified. Ditto 200mm x 200mm ditto. Ditto 250mm x 250mm ditto. Ditto 300mm x 300mm ditto. Ditto 350mm x 350mm ditto. Ditto 400mm x 400mm ditto. Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporary staging, etc. and test a test pile of any size to a vertical load test including all extra cost before commencement of the main piling works complete with report.
M
M
M
M
M
M
M
M
M
M
M
M
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
Tonne
7.00
8.40
10.80
13.20
17.90
23.80
14.50
17.90
21.70
25.50
30.00
33.90
30.00
45.00
60.00
75.00
90.00
105.00
16.60
23.80
29.70
35.60
41.60
47.50
120.00
E PILING
SOR CIVIL WORK 2018/Page 18 of 24
Item No.
Description
Unit
Rate(RM)
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
Precast Concrete Spun Piles
Supply, handle & pitch 250mm diameter initial/ head pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 250mm diameter extension pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 300mm diameter initial/head pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 300mm diameter extension pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 350mm diameter initial/head pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 350mm diameter extension pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 400mm diameter initial/head pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 400mm diameter extension pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 450mm diameter initial/head pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 450mm diameter extension pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long.
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
89.90
77.70
72.20
81.90
72.40
68.20
115.30
101.20
93.80
105.50
94.30
88.80
150.30
131.10
121.00
137.80
122.80
114.60
189.80
168.10
156.10
177.40
158.30
148.80
212.20
185.90
172.30
195.10
174.60
163.80
E PILING
SOR CIVIL WORK 2018/Page 19 of 24
Item No.
Description
Unit
Rate(RM)
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
Precast Concrete Spun Piles (Cont'd)
Supply, handle & pitch 600mm diameter initial/head pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Supply, handle & pitch 600mm diameter extension pile 6.00m long (Class B). Ditto 9.00m long. Ditto 12.00m long. Drive 250mm diameter pile. Ditto 300mm ditto. Ditto 350mm ditto. Ditto 400mm ditto. Ditto 450mm ditto. Ditto 600mm ditto. Drive 250mm diameter pile as raker pile. Ditto 300mm ditto. Ditto 350mm ditto. Ditto 400mm ditto. Ditto 450mm ditto. Ditto 600mm ditto. Butt weld connection 0.8m girth between edges of mild steel extension head and base cap plates including coated heavily with bituminous compound (for 250mm diameter Spun piles). Ditto 300mm diameter Spun piles. Ditto 350mm diameter Spun piles. Ditto 400mm diameter Spun piles. Ditto 450mm diameter Spun piles. Ditto 600mm diameter Spun piles. Cut off 250mm diameter precast concrete spun pile to the required level and roughen the inner surface to detail. Ditto 300mm diameter ditto. Ditto 350mm diameter ditto. Ditto 400mm diameter ditto.
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
359.50
316.10
296.50
335.60
300.20
283.80
19.00
21.50
35.70
41.60
53.50
59.40
24.70
27.80
46.40
54.10
69.40
77.20
118.70
142.40
178.00
213.60
261.00
332.10
40.00
46.00
52.00
58.00
E PILING
SOR CIVIL WORK 2018/Page 20 of 24
Item No.
Description
Unit
Rate(RM)
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128 129
130
Precast Concrete Spun Piles (Cont'd)
Ditto 450mm diameter ditto. Ditto 600mm diameter ditto. Supply and install 12mm diameter high yield steel reinforcement in pile head to detail. Ditto 16mm diameter ditto. Provide and weld 6mm thick mild steel plates to detail for 250mm diameter piles. Ditto 300mm diameter piles. Ditto 350mm diameter piles. Ditto 400mm diameter piles. Ditto 450mm diameter piles. Ditto 600mm diameter piles. Supply, place and compact grade 30/20 concrete in pile hollow section as specified. Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporary staging, etc. and test a test pile of any size to a vertical load test including all extra cost before commencement of the main piling works. Micro Pile (300mm diameter)
Augering/boring/coring vertical piles shaft through whatever soil strata and underground obstruction other then rock: including provision for SPT tests to determine rock material, temporary casing and approved stabilising slurry; remove all spoils and debris from site Augering/boring/coring raked piles shaft through whatever soil strata and underground obstruction other then rock: including provision for SPT tests to determine rock material, temporary casing and approved stabilising slurry; remove all spoils and debris from site Boring/coring vertical piles shaft through rock strata having SPT-N value>200; minimum depth/rock socket length 3,000mm; including provision for SPT tests to determine rock material, temporary steel casing and approved stabilising slurry; remove all spoils and debris from site Boring/coring raked piles shaft through rock strata having SPT-N value>200; minimum depth/rock socket length 3,000mm; including provision for SPT tests to determine rock material, temporary steel casing and approved stabilising slurry; remove all spoils and debris from site Forming pile in bored shaft with Grade 25 cementitious grout Ditto Grade 30 cementitious Grout Reinforcement Cage
NO
NO
KG
KG
NO
NO
NO
NO
NO
NO
M3
Tonne
M
M
M
M
M3
M
3
KG
64.00
89.00
4.80
4.70
40.00
48.00
60.00
68.00
80.00
100.00
395.00
120.00
104.50
126.50
176.00
214.50
850.00
880.00
5.20
E PILING
SOR CIVIL WORK 2018/Page 21 of 24
Item No.
Description
Unit
Rate(RM)
131
132
133
134
135
136
137
138 139
140
141
142
143
144
145
146
147
148
Micro Piles (Cont’d)
Ditto, with 141.3mm diameter x 12.7mm thick API pipe of 550N/mm2 yield strength including splicing where required, Grade 35 cementitious grout at dosage rate of 200g/50kg cement content; for vertical pile. Forming pile in bored shaft; comprising Grade 25 grout and reinforcement cage; for raked pile. Ditto, with 141.3mm diameter x 12.7mm thick API pipe of 550N/mm2 yield strength including splicing where required, Grade 35 cementitious grout at dosage rate of 200g/50kg cement content; for vertical pile. Cut off pile head at final cut-off level; exposing and preparing reinforcement bars for anchoring into structures; remove cut-off materials from site. Cut off pile head at final cut-off level; works comprising cutting off and prepare pile head, weld 400mm x 400mm x 12mm thick m.s. Capping plate and 4 nos. of 12mm thick mild steel stiffener to API pipe, weld 2 nos. of T25 'U' bar on capping plate; remove cut-off materials from site. Pile test; pile dynamic analyser (PDA) test; on working pile, including reporting. Pile test; static load test up to 1800kN; on working pile, including reporting. Ditto, up to 2000kN. Ditto, up to 2400kN. Pile test; pile integrity test (PIT); on working pile, including reporting. Bored Pile
Drill / bore only vertical pile hole for 600mm diameter bored piles, including temporary steel casing if necessary, to required depth through soil (soil is defined as any material with SPT-N value less than 300) including the provision of bentonite, drilling mud or approved stabilising slurry as necessary and remove all excavated material from site. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Drill / bore only raked pile hole for 600mm diameter bored piles, including temporary steel casing if necessary, to required depth through soil (soil is defined as any material with SPT-N value less than 300) including the provision of bentonite, drilling mud or approved stabilising slurry as necessary and remove all excavated material from site. Ditto, 900mm diameter Ditto, 1200mm diameter Ditto, 1500mm diameter
M
M
M
M
M
NO
NO
NO
NO
NO
M
M
M
M
M
M
M
M
396.00
297.00
418.00
143.00
165.00
1,540.00
18,700.00
19,800.00
23,100.00
1,650.00
418.00
517.00
671.00
1,067.00
506.00
605.00
759.00
1,210.00
E PILING
SOR CIVIL WORK 2018/ Page 22 of 24
Item No.
Description
Unit
Rate(RM)
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
Bored Piles (Cont’d)
Drill / bore only vertical pile hole for 600mm diameter bored piles, including temporary steel casing if necessary, to required depth through material of SPT- N value greater than or equal to 300 or rock, including the provision of bentonite, drilling mud or approved stabilising slurry as necessary and remove all excavated material from site. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Drill / bore only raked pile hole for 600mm diameter bored piles, including temporary steel casing if necessary, to required depth through material of SPT-N value greater than or equal to 300 or rock, including the provision of bentonite, drilling mud or approved stabilising slurry as necessary and remove all excavated material from site. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Supply and vibrate reinforced concrete Grade 35 as described including plasticizer, additives, etc and wet pouring by tremie where necessary in bored pile, including supply and installation of high tensile deformed rod reinforcement to concrete works, for 600mm diameter bored pile. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Supply and vibrate reinforced concrete Grade 40 as described including plasticizer, additives, etc and wet pouring by tremie where necessary in bored pile, including supply and installation of high tensile deformed road reinforcement to concrete works, for 600mm diameter bored pile. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Supply and install 600mm diameter permanent steel casing according to drawing, including the jointing, application of corrosion protection paint and surface preparation by sandblasting. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter.
M
M
M
M
M
M
M
M
M3
M3
M
3
M
3
M
3
M3
M
3
M
3
M
M
M
M
715.00
792.00
990.00
1,760.00
968.00
1,056.00
1,243.00
2,024.00
910.00
910.00
910.00
910.00
940.00
940.00
940.00
940.00
1,012.00
1,529.00
2,046.00
2,541.00
E PILING
SOR CIVIL WORK 2018/Page 23 of 24
Item No.
Description
Unit
Rate(RM)
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
Bored Piles (Cont’d)
Cut off pile head of 600mm diameter bored pile to required level, cleaning of surface, stripping, cleaning and vending steel reinforcement bars ready for pile cap construction. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Supply and install 50mm dia. MS sonic logging tube and tie to reinforcement cage of the whole length of each bored pile and infill the tubes with Grade 40 cement grout upon completion of testing, for 600mm diameter bored pile. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Carry out sonic logging test in the installed tubes for 600mm diameter bored pile inclusive of equipments, fieldworks, reports, etc. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Carry out low strain pile integrity test (PIT) at selected bored pile inclusive of all equipments, fieldworks, reports, etc, for 600mm diameter bored pile. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Static load test on working vertical pile on LAND to 2 times the working load including preparation of pile head, provision of all necessary equipment, kentledge, personnel, record, report, etc for 600mm diameter bored pile. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Static load test on working vertical pile on RIVER to 2 times the working load including preparation of pile head, provision of all necessary equipment, kentledge, personnel, record, report, etc for 600mm diameter bored pile. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter.
NO
NO
NO
NO
M
M
M
M
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
269.50
418.00
594.00
880.00
28.60
33.00
37.40
41.80
1,320.00
1,760.00
2,090.00
2,750.00
715.00
858.00
1,001.00
1,155.00
44,000.00
60,500.00
80,300.00
121,000.00
99,000.00
154,000.00
198,000.00
275,000.00
E PILING
SOR CIVIL WORK 2018/Page 24 of 24
Item No.
Description
Unit
Rate(RM)
193
194
195
196
197
Bored Piles (Cont’d)
High strain dynamic pile testing (PDA) to 2 times working load on working vertical pile including provision of all necessary equipment, personnel, and record, report, etc, for 600mm diameter bored pile. Ditto, 900mm diameter. Ditto, 1200mm diameter. Ditto, 1500mm diameter. Provide all equipment for carrying out low strain integrity test (shock test) on bored pile including mobilisation, moving equipment about site, dismantling and removal upon completion.
NO
NO
NO
NO
NO
715.00
990.00
1,320.00
1,870.00
1,100.00