Hawar Highway
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- Pages: 31
Hawar Highway Improvement (from Jaw to Al Dour) No.
Item Description
Unit
Quantity
Amount BD.
Rate
CLASS A: GENERAL ITEMS Contractual requirements A1
Performance bond (clause (.1)
sum
A2
Insurance of the Works (as clause 21.1
sum
A3
Third party insurance (as clause 23.1)
sum
A4
Insurance against damage to persons and property
sum
3,000.000 1,500.000 1,000.000 1,000.000
3,000.000
(as clause 24.2) Specified requirements Accommodation for the Engineer's staff A5
Establishment and removal of offices as described
sum
A6
Maintenance of offices
wks
26
75.000
1,950.000
Services for the Engineer's staff A7
Establishment and removal of telephones/fax as
200.000
sum
specification clause 104 A8
Maintenance of telephones/fax
wks
26
25.000
650.000
Equipment for use by the Engineer staff A9
Establishment and removal of office equipments as
2,500.000
sum
described A10
Maintenance of office equipments
A11
Establishment and removal of surveying equipment as
wks
26
25.000
650.000
A12
Maintenance of surveying equipment
wks
A13
Testing of material
sum
A14
Testing of the works
sum
500.000 390.000 1,000.000 2,000.000
sum
1,000.000
described
sum 26
15.000
Temporary works A15
Installation and removal of traffic diversions as described
A16
Maintenance of traffic diversions.
wks
26
A17
Establishment and removal of plastic Water-filled traffic barrier
sum
1
25
650.000 10,000.000
in accordance with the "interim specification for plastic water filled traffic barrier"
Class A 29
To Collection BD
Page 1 of 31
30,990.000
Hawar Highway Improvement (from Jaw to Al Dour)
Number A18
Item Description Maintenance of plastic water-filled traffic barriers as
Unit
Quantity
wk
20.000
Amount BD 520.000
25.000
1,000.000 650.000
Rate
26
described A19
Establishment and rtemoval of traffic safety control as described sum
A20
maintenanace of traffoc safety and control as described
A21
Establishment and removal of mobile electronic varaible
wk
message sign (VMS) equipment as described
sum
A22
maintenance of VMS eqipment
wks
A23
Establishment and removal of mobile electronic directional
26
23,600.000 26
25.000
650.000
26
25.000
7,900.000 650.000
arrows (DA) equipment as described
sum
A24
Maintenance of DA equipment
wks
A25
Establishment and removal of sign boards as described
nr
2
400.000
A26
Maintenance of signj boards
wk
26
20.000
800.000 520.000
Photographs A27
Provision of digital camera for use on site as described
nr
1
250.000
A28
Set of selected digital photographs as described
nr
100
3.000
250.000 300.000
As built drawings A29
Provide a set of "As-Built" drawings upon
600.000
sum
completion of the contract. For this purpose the contractor will be supplied with a set of negatives of all the drawings for his use and the final set to the Engineer shall show the co-ordinates of all the ducts, the depth, the size and the number of pipes, whether they are utilised, and all other information relating to the road positioning and heights, etc. NOTE : The issue of the Certificate of Practical Completion will depend on the satisfactory supply of the above drawings to the Engineer
Class A 30
To Collection BD
Page 2 of 31
37,440.000
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
Provisional sums Daywork A30
Labour
1,000.000 100.000 1,000.000 100.000 1,000.000 100.000
sum
Percentage adjustment to provisional sum for day work labour A31
materials
sum
Percentage adjustment to provisional sum for day work material A32
Plant
sum
Percentage adjustment to provisional sum for day work plant
Other Provisional Sums
sum
35,000.000 25,000.000 12,500.000 20,000.000
sum
20,000.000
sum
25,000.000
A33
Allow for the relocation of existing street lighting posts
sum
A34
Relocation of overhead electrical cables
sum
Other cahrges and profits
%
A35
Relocation of underground electrical cables
A36
Earthwork in connection with relocationna nd diversion of water supply
A37
Allow for the relocation of telephone cable netwrok by Batelco
Class A 31
To Collection BD
Page 3 of 31
140,800.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From Page 29 30 31
30,990.000 37,440.000 140,800.000
Class A - Total to Grand Summary
209,230.000
32
Page 4 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS B : GROUND INVESTIGATION Trial pits and trenches Number in material other than rock B1
Minimum plan area at bottom of excavation nr
50
10.000
500.000
5m ; maximum depth not exceeding 1m
nr
50
16.000
800.000
Minimum plan area at bottom of excavation 1m2; maximum
nr
50
20.000
1,000.000
nr
50
50.000
2,500.000
minimum plan area at bottom of excavation 1m2; maximum depth nr
50
40.000
2,000.000
m
50
50.000
2,500.000
1 m2 ; maximum depth not exceeding 1m B2
B3
Maximum length at bottom of excavation
depth 1-2m B4
Maximum length at bottom of excavation 5m maximum depth 1m - 2m number in material which includes rock
B5
1-2m B6
Maximum length at bottom of excavation 5m maximum depth 1m - 2m
B7
depth in material other than rock
m
300
15.000
4,500.000
B8
Depth in rock
m
200
35.000
7,000.000
B9
depth backfilled, selected excavated material
m
300
6.000
1,800.000
Class B
22,600.000
33
Page 5 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS B : GROUND INVESTIGATION 33
22,600.000
Class B
22,600.000
34
Page 6 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Amount BD.
Rate
CLASS D : DEMOLITION AND SITE CLEARANCE General clearance
D1
General site clearance
ha
9.00
50.000
450.000
m
280.00
1.500
420.000 50.000 72.000
Other structures Break out and remove from site D2
Existing precast concrete kerb; size 125mm x 250mm; including foundationn and backing
D3
Existing speed hump
nr
5.00
10.000
D4
Existing square concrete slabs
m2
36
2.000 60.00
5,460.000 -
Remove and relocate D5
Existing plam trees
nr
91
D6
Existing sign board (as directed by the S.O 5.50m clearance
nr
1
to be maintained) D7
xisting electricity/lighting poles
nr
49
60.00
2,940.000
D8
Existing temporaray fence
m
200
40.00
8,000.000
Remove and set aside for re-use D9
Paving blocks; 60mm thick
m2
32
2.00
D10
Paving blocks; 80mm thick
m2
795
2.50
64.000 1,987.500
m2
6020
3.00
18,060.000
nr
5
75.00
375.000
Remove form site D11
Existing garden / plants Pipeline (including any bed and surround) and disposal
D12
Gully and surround; includig sealing off 150mm pipe and backfilling with concrete
Class D 35
To Collection BD
Page 7 of 31
37,878.500
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS D: DEMOLITION AND SITE CLEARANCE 35
37,878.500
Class B
37,878.500
36
Page 8 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
Number
Item Description
Unit
Quantity
Rate
Amount BD.
Class E: Earth works Excavation for cuttings E1
Material other than top soil, rock or artificial hard material
m3
10797
0.700
E2
Rock
m3
550
10.000
E3
Asphalt exposed at the commencing surface
m3
373
4.000
7,557.900 5,500.000 1,492.000
m2
5100
0.250
1,275.000
Excavation ancillaries Preparation of excavated surfaces E4
Material other than top soil, rock or artificial hard material Disposal of excavated material
E5
Material other than top soil, rock or artificial hard material
m3
10797
0.600
E6
rock
m3
550
0.600
E7
asphalt
m3
373
0.600
6,478.200 330.000 223.800
m3
4850
6.000
29,100.000
m2
2630
0.900
2,367.000
m2
12574
1.600
20,118.400
m2
610
1.800
1,098.000
m2
15609
0.250
3,902.250
Filling Embanlment E8
imported dredged fill type B General
E9
Regulating type B; depth 150-200mm to stated depth or thickness imported crushed run in capping layer;
E10
thickness 200mm imported crushed run in capping layer; inclined at an angle of 10 to 45 degrees from the horizontal
E11
thickness 200mm Filling Ancillaries Trimming of filled surfaces
E12
material other than top soil, rock or artificial hard material
Class E 37
To Collection BD
Page 9 of 31
79,442.550
Hawar Highway Improvement (from Jaw to Al Dour)
Number E13
Item Description
Unit
Quantity
Rate
Amount BD.
Material other than top soil, rock or artificial m2
2288
0.350
800.800
hard material
m2
18837
0.250
Material other than top soil, rock or artificial
m2
4576
0.350
4,709.250 1,601.600
700
7.000
hard material; inclined at an angle of 10 to 45 degrees from the horizontal Preparation of formation in filled areas E14 E15
Material other than top soil, rock or artificial
hard material; inclined at an angle of 10 to 45 degrees from the horizontal Work in connectin with the service protection E16
Exacation of exposed services
m3
E17
Excavation to proposed services; in trenches
m3
690
8.000
E18
Disposalof excavated material
m3
1390
2.000
E19
Filling around exposed services with TYPE B material
m3
690
6.000
E20
Filling to cable/service protection; 50mm thik with fine sand
m2
659
1.200
E21
Filling to cable/service protection; 100mm thik with fine sand
m2
2335
2.400
E22
Provision of concrete; as specification clause 518
m3
727
40.000
E23
Placing of concrete as protection to service; bed not exceeding
m3
727
7.000
4,900.000 5,520.000 2,780.000 4,140.000 790.800 5,604.000 29,080.000 5,089.000
150mm thick
Class E 38
To Collection BD
Page 10 of 31
65,015.450
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS E: EARTHWORKS
Page 37 38
79,442.550 65,015.450
144,458.000
39
Page 11 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS I : PIPE WORK - PIPES Unplasticised polyvinyl chloride (uPVC) pipes as specification clause 501.3 nominal bore 250mm I1
In trenches; depth not exceeding 1.5m
m
1606
15.000
24,090.000
m
48
60.000
2,880.000
m
1012
12.000
12,144.000
nominal bore 300-600mm 3way I2
In trenches; depth 1.5-2m Nominal bore 150mm
I3
In trenches; depth not exceeding 1.5m
Class K
To Collection BD
40
Page 12 of 31
39,114.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS I: PIPE WORK - PIPES
Page
40
39,114.000
39,114.000
41
Page 13 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS J: PIPE WORK - FITTING AND VALVES Unplasticised polyvinyl chloride (uPVC) pipes as general specification clause 501.3 Bends JI
niminal bore 200mm
nr
10
12.000
120.000
nr
95
17.000
1,615.000
Junctions and branches J2
nominal bore 200mm
Class K
To Collection BD
42
Page 14 of 31
1,735.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS J: PIPE WORK - FITTING AND VALVES
Page
42
1,735.000
1,735.000
43
Page 15 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS K: PIPE WORK - MANHOLE AND PIPE WORK ANCILLARIES Manhole (depth measured to invert level) In situ concrete chamber type 'D' as standard detail SD1.5 K1
depth not exceeding 1.5m
nr
41
300.000
K2
depth 1.5-2m
nr
1
375.000
K3
depth 2.-2.5m
nr
2
450.000
12,300.000 375.000 900.000
Soakaways (depth measured to top of base cover) in situ concrete depth 3.5 - 4m In situ concrete chamber type 'E' as standard detail SD1.6 including RTR liner depth 2 - 2.5m Soakaway (depth measured to top of base cover as standard detail SD 3.70) Brick K4
depth 1.5-2m
nr
1
700.000
K5
depth 2-2.5m
nr
1
750.000
K6
depth 2.5-3m
nr
1
800.000
K7
depth 3 - 3.5m
nr
1
850.000
K8
depth 3.5 - 4m
nr
1
900.000
700.000 750.000 800.000 850.000 900.000
nr
146
100.000
14,600.000
m
184
6.000
1,104.000 6,810.000 1,104.000
Gullies K9
Plastic with in-situ concrete surround as standard detail SD3.10 Ducts, uPVC pipe BS 3506(except class 'O') spigot and socket flexible joints in srevice ducts; as standard detail 5.06 & 5.07 Service duct 2 way 100mm pipes
K10
In trenches, depth not exceeding 1.5m service duct ; 4 way 150mm pipes
K11
In trenches, depth not exceeding 1.5m
m
454
15.000
K12
in trenches depth not exceeding 1.5m
m
48
23.000
Crossings High voltage cable K13
to be crossed by 4 x 150mm duct
nr
48
40.200
K14
to be crossed by 2 x 100mm duct
nr
19
24.000
Class K
To Collection BD
44
Page 16 of 31
1,929.600 456.000
43,578.600
Hawar Highway Improvement (from Jaw to Al Dour) Number
K15
Item Description
to be crossed by 6 x 150mm duct
Unit
Quantity
Rate
Amount BD.
nr
5
42.000
210.000 -
nr
72
7.000
504.000
Other pipework ancillaries K16
Duct marker blocks; precast concrete; stamp coded with duct type; as standard detail SRCD 5.08a
Class K
To Collection BD
45
Page 17 of 31
714.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS K: PIPE WORK - MANHOLE AND
Page
PIPE WORK ANCILLARIES 44 45
43,578.600 714.000
44,292.600
46
Page 18 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Amount BD.
Rate
CLASS L : PIPE WORK - SUPPORTS AND PROTECTION, ANCILLARIES Extras to excavation and backfilling In manhole and other chambers L1
excavation of rock
m3
1986
12
23,832.000
10,896.000 2,944.000 1,728.000
Surrounds Imported granular material as General Specification Clause 504.2 and as Standard Details SD 3.1, SRCD 5.06, 5.07, 5.08 and 5.09 L2
to 4 way 150mm duct
m
454
24.000
L3
to 2 way 100mm duct
m
184
16.000
L4
to 6 way 150mm duct
m
48
36.000
Concrete class 20/20 as General Specification Clause 504.5 and Standard Details SD 3.1, SRCD 5.06, 5.07, 5.08 and 5.09 ; L5
to 4 way 150mm duct
m
512
60.000
L6
to 2 way 100mm duct
m
207
30.000
L7
to 6 way 150mm duct
m
54
80.000
Class L
To collection BD
47
Page 19 of 31
30,720.000 6,210.000 4,320.000
80,650.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS L: SUPPORTS AND PROTECTION
Page
ANCILLARIES 47
80,650.000
80,650.000
48
Page 20 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Rate
Amount BD.
CLASS R : ROADS AND PAVINGS Sub - Bases Modified material 'A' (Road Base) material R1
depth 200mm
m2
6083
1.300
R2
Regulating Type; 100 - 150mm
m2
920
0.900
7,907.900 828.000
m2
4439
1.130
5,016.070
m2
10320
3.510
36,223.200
Type B dredged material R3
depth exceeding 300mm Sub-bases, flexible road bases and surfacing ; as General Specification Section 900 Asphalt base course type B28; imported aggregate
R4
depth 75mm Asphalt wearing course GW20 (TM5)
R5
depth 50mm
m2
35661
2.340
R6
Goefabric: poly felt type PGM 14
m2
3186
0.600
83,446.740 1,911.600
R7
Road oil sprayed on sub-base as described
m2
31840
0.150
4,776.000
R8
Tack coat sprayed on asphalt surface as described
m2
24141
0.200
4,828.200
R9
Removal of flexible surface by cold planning
m2
4262
35.000
149,170.000
305,608.540 Vertical saw cut asphalt R10
Depth exceeding 100mm and not exceeeding 150mm
m
2967
1.000
R11
Regulating course of asphalt type GW20 (TM5)
m3
441
47.000
R12
EXTRA OVER asphalt surfacing; any type (Including GW20
m2
386
0.800
2,967.000 20,727.000 308.800
nr
5
250.000
1,250.000
(TM5) and thickness; for laying by hand R13
Speed humps as standard detail SRCD 10.07; complete including yellow paint; for 7.5 metre carriageway
Class R
To collection BD
49
Page 21 of 31
319,360.510
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Rate
Amount BD.
Kerbs, channels and edgings as General Specification Clasue 1001 Precast concrete kerbs; half battered; 125 x 250mm; as standard detail SRCD 10.01 and 10.02 R14
straight or curved to radius exceding 12m
R15 R16
7.000
36,708.000
280
9.000
24
10.000
2,520.000 240.000
m
110
9.000
990.000
m
5244
curved to radius not exceeding 12m
m
dropped kerbs as standard detail SRCD 10.04, 10.05
m
and 10.06 Precast concrete kerbs; half battered 125 x 250mm, as standard detail SRCD 10.08, laid flat R17
straight or curved to radius exceeding 12m Precast concrete edgings 50 x 150mm; as standard detail SRCD 10.01 and SRCD 10.2
R18
staright or curved to radius exceeding 12m
m
1903
11.000
R19
curved to radius not exceeding 12m
m
417
15.000
20,933.000 6,255.000
m2
9533
1.100
10,486.300
m2
4439
1.500
6,658.500
m2
9533
6.000
57,198.000
m2
32
3.000
96.000
Light duty pavements Granular base type A R19
depth: 150mm Road base material
R21
depth 200mm Rectangular concrete paving blocks 200 x 100mm laid to herringbone pattern with unifrom joints; on and including 30mm sand bed Colour RED
R22
thickness 60mm Rectangular concrete paving blocks 200 x 100mm laid to herringbone pattern with unifrom joints; on and including 30mm sand bed; FROM PREVIOSLY SET ASIDE Colour RED
R23
thickness 60mm
Class R
To collection BD
50
Page 22 of 31
142,084.800
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Rate
Amount BD.
Ancillaries Traffic Singns 3
58.000
nr
5
48.000
nr
19
48.000
Code 5 : Keep Right; 600, 450 x 900mm
nr
15
68.000
R28
Code 6: Vehicle may pass either side 450x700mm
nr
7
65.000
R29
Code8: Turn Left/Right Chevron; 600 x 1800
nr
11
85.000
R30
Code 9: Turn Right; 600mm
nr
1
48.000
R31
Code 14: Bend to Right Ahead 900mm
nr
4
58.000
R32
Code 26: Double bend, first to right 900mm
nr
2
58.000
R33
Code 15: Pedestrian crossing ahead; 900mm
nr
2
58.000
R34
Code 16: Pedestrian Route; 600 x 600mm
nr
4
48.000
R35
Code 17: Traffic Signal Ahead; 1200 x 1200x 600mm
nr
6
120.000
R36
Code 18: Round about Ahead; 1200 & 1200 x 900mm
nr
2
135.000
R37
Code 19: Two Way Traffic: 900mm
nr
19
58.000
R38
Code 24: Maximum Speed Limit; 900mm
nr
1
58.000
R39
Code 29: Speed Humps Ahead; 900, 300 x 900 mm
nr
1
85.000
R40
Code 72: Road Name Sign; 900mm
nr
1
125.000
174.000 240.000 912.000 1,020.000 455.000 935.000 48.000 232.000 116.000 116.000 192.000 720.000 270.000 1,102.000 58.000 85.000 125.000
nr
5718
4.000
22,872.000 390.000 20.400
R24
Code 2: Give Way 900mm
nr
R25
Code 3 : No Entry; 600mm
R26
Code 4 - One - Way Traffic 500 x 650mm
R27
Surface marking non-reflective road studs R41
die-cast aluminium; as described Reflecting road studs
R42
ceramic road studs; as described
nr
300
1.300
R43
intermittent warning lines; 0.10m mm wide
m
48
0.425
Class R
To collection BD
51
Page 23 of 31
30,082.400
Hawar Highway Improvement (from Jaw to Al Dour) Number
R44
Item Description
Give way line at roundabout; broken line of 1m mark,1m
Unit Quantity
m
Rate
Amount BD.
18
0.850
15.300 20.400 156.825 63.750
gap and 0.20m wide R45
Broken line of 4.0m mark, 2.0m gap and width of 0.1m
m
48
0.425
R46
Intermittent center line
m
369
0.425
R47
Chevron lines; 100mm wide
m
150
0.425
Hand or machine applied white thermoplastic road markings R48
letters and shapes; arrows; as standard details drawing
nr
40
6.700
R49
bus lay by edge/line; broken ;lines of 1.0m mark, 1.0m gap
m
404
0.425
R50
Stop line solid line of 0.40m width mark up to
m
127
1.700
R51
Speed humps markings as per detail design
nr
5
53.000
m
5244
0.325
Paint to kerbs as described R52
to exposed faces of kerb; black & yellow
Class R
To collection BD
52
Page 24 of 31
268.000 171.700 215.900 265.000 1,704.300
2,881.175
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From Page 49 50 51 52
319,360.510 142,084.800 30,082.400 2,881.175
494,408.885
53
Page 25 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
Number
Item Description
Unit Quantity
Amount BD.
Rate
CLASS X : MISCELLANEOUS WORK Fences Metal Sfety Barriers X1
Open Box Beam safety barriers (OBB) DOUBLE SIDED
X2
Drainage to structures above ground
m
813
41
33,333.000
m
3422
3.000
10,266.000
nr
1
6000.000
6,000.000
nr
1
5800.000
5,800.000
nr
1
10000.000
10,000.000
nr
1
5000
5,000.000
nr
1
4500
4,500.000
nr
1
8000
8,000.000
excavate for drainage ditch; maximum depth not exceeding 400mm Others X3
Provision and laying of 1 x 600mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 24m
X4
Provision and laying of 1 x 600mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 22m
X5
Provision and laying of 3 x 600mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 45m
X6
Provision and laying of 1 x 300mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 18m
X7
Provision and laying of 1 x 450mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 15m Box Culvert
X8
Provide and place reinforced in situ concrete Class A
Class X Total to Grand Summary
82,899.000
54
Page 26 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Amount BD.
Rate
X9
Provide and place reinforced in situ concrete Class A
nr
1
7500
7,500.000
X10
Mortared rip rap; 300mm thick
m2
300
20
6,000.000
X11
Mortared rip rap; 150mm thick nominal size stone laid in full
m2
200
14.000
2,800.000
class 1 mortar bed
Class X Total to Grand Summary
16,300.000
55
Page 27 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
COLLECTION CLASS X: MISCELLANEOUS WORK From Page
54
82,899.000
From Page
55
16,300.000
Class Y Total to Grand Summary
99,199.000
56
Page 28 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Rate
Amount BD.
CLASS Y : SEWER AND WATER MAIN RENOVATION AND ANCILLARY WORKS Existing manholes Adjust levels of matalwork to surface boxes, gullies and manholes, medium or heavy duty; in foot paths or carriage way asphalt surfacing metal work area 0.10 M2 Y1
raised not exceeding 150mm
nr
17
12.000
Y2
raised 150 to 300mm
nr
13
15.000
Y3
raised 300 to 450mm
nr
3
18.000
Y4
lowered not exceeding 150mm
nr
8
12.000
Y5
raised 150 to 300mm
nr
4
15.000
204.000 195.000 54.000 96.000 60.000
Class Y Total to Grand Summary
609.000
57
Page 29 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
COLLECTION CLASS Y: From Page
57
609.000
Class Y Total to Grand Summary
609.000
58
Page 30 of 31
Hawar Highway Improvement (from Jaw to Al Dour) GRAND SUMMARY CLASS
DESCRIPTION
From Page
Amount BD.
CLASS A GENERAL ITEMS
32
209,230.000
CLASS B GROUND INVESTIGATION
34
22,600.000
CLASS D DEMOLITION & SITE CLEARANCE
36
37,878.500
CLASS E EARTH WORKS
39
144,458.000
CLASS I: PIPE WORK - PIPES
41
39,114.000
CLASS J PIPE WORK - FITTING AND VALVES
43
1,735.000
46
44,292.600
ANCILLARIES
48
80,650.000
CLASS R ROADS AND PAVINGS
53
494,408.885
CLASS X MISCELLANEOUS ITEMS
56
99,199.000
58
609.000 1,174,174.985
CLASS KPIPEWORK - MANHOLES & PIPEWORK ANCILLARIES CLASS L PIPEWORK - SUPPORT AND PROTECTION,
CLASS Y SEWER & WATER MAIN RENOVATION & ANCILLARY WORKS Sub - Total ADJUSTMENT ITEM Deduction in adjustment of the total of the Bill Of Quantities which shall be deemed to apply uniformly to all rates in the Bill Of Quantities for the purpose of valuations and variations. Note:- Provisional sums remain at their full value and are not affected by any adjustment shown here. Sub - Total
1,174,174.985
GENERAL CONTINGENCY ALLOWANCE Allow 10% for General Contingency Allowance , to be expended in whole
117,417.499
or in part as expressly directed in writing by the Engineer. TOTAL TO FORM OF TENDER
Page 31 of 31
1,291,592.484
Item Description
Unit
Quantity
Amount BD.
Rate
CLASS A: GENERAL ITEMS Contractual requirements A1
Performance bond (clause (.1)
sum
A2
Insurance of the Works (as clause 21.1
sum
A3
Third party insurance (as clause 23.1)
sum
A4
Insurance against damage to persons and property
sum
3,000.000 1,500.000 1,000.000 1,000.000
3,000.000
(as clause 24.2) Specified requirements Accommodation for the Engineer's staff A5
Establishment and removal of offices as described
sum
A6
Maintenance of offices
wks
26
75.000
1,950.000
Services for the Engineer's staff A7
Establishment and removal of telephones/fax as
200.000
sum
specification clause 104 A8
Maintenance of telephones/fax
wks
26
25.000
650.000
Equipment for use by the Engineer staff A9
Establishment and removal of office equipments as
2,500.000
sum
described A10
Maintenance of office equipments
A11
Establishment and removal of surveying equipment as
wks
26
25.000
650.000
A12
Maintenance of surveying equipment
wks
A13
Testing of material
sum
A14
Testing of the works
sum
500.000 390.000 1,000.000 2,000.000
sum
1,000.000
described
sum 26
15.000
Temporary works A15
Installation and removal of traffic diversions as described
A16
Maintenance of traffic diversions.
wks
26
A17
Establishment and removal of plastic Water-filled traffic barrier
sum
1
25
650.000 10,000.000
in accordance with the "interim specification for plastic water filled traffic barrier"
Class A 29
To Collection BD
Page 1 of 31
30,990.000
Hawar Highway Improvement (from Jaw to Al Dour)
Number A18
Item Description Maintenance of plastic water-filled traffic barriers as
Unit
Quantity
wk
20.000
Amount BD 520.000
25.000
1,000.000 650.000
Rate
26
described A19
Establishment and rtemoval of traffic safety control as described sum
A20
maintenanace of traffoc safety and control as described
A21
Establishment and removal of mobile electronic varaible
wk
message sign (VMS) equipment as described
sum
A22
maintenance of VMS eqipment
wks
A23
Establishment and removal of mobile electronic directional
26
23,600.000 26
25.000
650.000
26
25.000
7,900.000 650.000
arrows (DA) equipment as described
sum
A24
Maintenance of DA equipment
wks
A25
Establishment and removal of sign boards as described
nr
2
400.000
A26
Maintenance of signj boards
wk
26
20.000
800.000 520.000
Photographs A27
Provision of digital camera for use on site as described
nr
1
250.000
A28
Set of selected digital photographs as described
nr
100
3.000
250.000 300.000
As built drawings A29
Provide a set of "As-Built" drawings upon
600.000
sum
completion of the contract. For this purpose the contractor will be supplied with a set of negatives of all the drawings for his use and the final set to the Engineer shall show the co-ordinates of all the ducts, the depth, the size and the number of pipes, whether they are utilised, and all other information relating to the road positioning and heights, etc. NOTE : The issue of the Certificate of Practical Completion will depend on the satisfactory supply of the above drawings to the Engineer
Class A 30
To Collection BD
Page 2 of 31
37,440.000
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
Provisional sums Daywork A30
Labour
1,000.000 100.000 1,000.000 100.000 1,000.000 100.000
sum
Percentage adjustment to provisional sum for day work labour A31
materials
sum
Percentage adjustment to provisional sum for day work material A32
Plant
sum
Percentage adjustment to provisional sum for day work plant
Other Provisional Sums
sum
35,000.000 25,000.000 12,500.000 20,000.000
sum
20,000.000
sum
25,000.000
A33
Allow for the relocation of existing street lighting posts
sum
A34
Relocation of overhead electrical cables
sum
Other cahrges and profits
%
A35
Relocation of underground electrical cables
A36
Earthwork in connection with relocationna nd diversion of water supply
A37
Allow for the relocation of telephone cable netwrok by Batelco
Class A 31
To Collection BD
Page 3 of 31
140,800.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From Page 29 30 31
30,990.000 37,440.000 140,800.000
Class A - Total to Grand Summary
209,230.000
32
Page 4 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS B : GROUND INVESTIGATION Trial pits and trenches Number in material other than rock B1
Minimum plan area at bottom of excavation nr
50
10.000
500.000
5m ; maximum depth not exceeding 1m
nr
50
16.000
800.000
Minimum plan area at bottom of excavation 1m2; maximum
nr
50
20.000
1,000.000
nr
50
50.000
2,500.000
minimum plan area at bottom of excavation 1m2; maximum depth nr
50
40.000
2,000.000
m
50
50.000
2,500.000
1 m2 ; maximum depth not exceeding 1m B2
B3
Maximum length at bottom of excavation
depth 1-2m B4
Maximum length at bottom of excavation 5m maximum depth 1m - 2m number in material which includes rock
B5
1-2m B6
Maximum length at bottom of excavation 5m maximum depth 1m - 2m
B7
depth in material other than rock
m
300
15.000
4,500.000
B8
Depth in rock
m
200
35.000
7,000.000
B9
depth backfilled, selected excavated material
m
300
6.000
1,800.000
Class B
22,600.000
33
Page 5 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS B : GROUND INVESTIGATION 33
22,600.000
Class B
22,600.000
34
Page 6 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Amount BD.
Rate
CLASS D : DEMOLITION AND SITE CLEARANCE General clearance
D1
General site clearance
ha
9.00
50.000
450.000
m
280.00
1.500
420.000 50.000 72.000
Other structures Break out and remove from site D2
Existing precast concrete kerb; size 125mm x 250mm; including foundationn and backing
D3
Existing speed hump
nr
5.00
10.000
D4
Existing square concrete slabs
m2
36
2.000 60.00
5,460.000 -
Remove and relocate D5
Existing plam trees
nr
91
D6
Existing sign board (as directed by the S.O 5.50m clearance
nr
1
to be maintained) D7
xisting electricity/lighting poles
nr
49
60.00
2,940.000
D8
Existing temporaray fence
m
200
40.00
8,000.000
Remove and set aside for re-use D9
Paving blocks; 60mm thick
m2
32
2.00
D10
Paving blocks; 80mm thick
m2
795
2.50
64.000 1,987.500
m2
6020
3.00
18,060.000
nr
5
75.00
375.000
Remove form site D11
Existing garden / plants Pipeline (including any bed and surround) and disposal
D12
Gully and surround; includig sealing off 150mm pipe and backfilling with concrete
Class D 35
To Collection BD
Page 7 of 31
37,878.500
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS D: DEMOLITION AND SITE CLEARANCE 35
37,878.500
Class B
37,878.500
36
Page 8 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
Number
Item Description
Unit
Quantity
Rate
Amount BD.
Class E: Earth works Excavation for cuttings E1
Material other than top soil, rock or artificial hard material
m3
10797
0.700
E2
Rock
m3
550
10.000
E3
Asphalt exposed at the commencing surface
m3
373
4.000
7,557.900 5,500.000 1,492.000
m2
5100
0.250
1,275.000
Excavation ancillaries Preparation of excavated surfaces E4
Material other than top soil, rock or artificial hard material Disposal of excavated material
E5
Material other than top soil, rock or artificial hard material
m3
10797
0.600
E6
rock
m3
550
0.600
E7
asphalt
m3
373
0.600
6,478.200 330.000 223.800
m3
4850
6.000
29,100.000
m2
2630
0.900
2,367.000
m2
12574
1.600
20,118.400
m2
610
1.800
1,098.000
m2
15609
0.250
3,902.250
Filling Embanlment E8
imported dredged fill type B General
E9
Regulating type B; depth 150-200mm to stated depth or thickness imported crushed run in capping layer;
E10
thickness 200mm imported crushed run in capping layer; inclined at an angle of 10 to 45 degrees from the horizontal
E11
thickness 200mm Filling Ancillaries Trimming of filled surfaces
E12
material other than top soil, rock or artificial hard material
Class E 37
To Collection BD
Page 9 of 31
79,442.550
Hawar Highway Improvement (from Jaw to Al Dour)
Number E13
Item Description
Unit
Quantity
Rate
Amount BD.
Material other than top soil, rock or artificial m2
2288
0.350
800.800
hard material
m2
18837
0.250
Material other than top soil, rock or artificial
m2
4576
0.350
4,709.250 1,601.600
700
7.000
hard material; inclined at an angle of 10 to 45 degrees from the horizontal Preparation of formation in filled areas E14 E15
Material other than top soil, rock or artificial
hard material; inclined at an angle of 10 to 45 degrees from the horizontal Work in connectin with the service protection E16
Exacation of exposed services
m3
E17
Excavation to proposed services; in trenches
m3
690
8.000
E18
Disposalof excavated material
m3
1390
2.000
E19
Filling around exposed services with TYPE B material
m3
690
6.000
E20
Filling to cable/service protection; 50mm thik with fine sand
m2
659
1.200
E21
Filling to cable/service protection; 100mm thik with fine sand
m2
2335
2.400
E22
Provision of concrete; as specification clause 518
m3
727
40.000
E23
Placing of concrete as protection to service; bed not exceeding
m3
727
7.000
4,900.000 5,520.000 2,780.000 4,140.000 790.800 5,604.000 29,080.000 5,089.000
150mm thick
Class E 38
To Collection BD
Page 10 of 31
65,015.450
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS E: EARTHWORKS
Page 37 38
79,442.550 65,015.450
144,458.000
39
Page 11 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS I : PIPE WORK - PIPES Unplasticised polyvinyl chloride (uPVC) pipes as specification clause 501.3 nominal bore 250mm I1
In trenches; depth not exceeding 1.5m
m
1606
15.000
24,090.000
m
48
60.000
2,880.000
m
1012
12.000
12,144.000
nominal bore 300-600mm 3way I2
In trenches; depth 1.5-2m Nominal bore 150mm
I3
In trenches; depth not exceeding 1.5m
Class K
To Collection BD
40
Page 12 of 31
39,114.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS I: PIPE WORK - PIPES
Page
40
39,114.000
39,114.000
41
Page 13 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS J: PIPE WORK - FITTING AND VALVES Unplasticised polyvinyl chloride (uPVC) pipes as general specification clause 501.3 Bends JI
niminal bore 200mm
nr
10
12.000
120.000
nr
95
17.000
1,615.000
Junctions and branches J2
nominal bore 200mm
Class K
To Collection BD
42
Page 14 of 31
1,735.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS J: PIPE WORK - FITTING AND VALVES
Page
42
1,735.000
1,735.000
43
Page 15 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
Number
Item Description
Unit
Quantity
Rate
Amount BD.
CLASS K: PIPE WORK - MANHOLE AND PIPE WORK ANCILLARIES Manhole (depth measured to invert level) In situ concrete chamber type 'D' as standard detail SD1.5 K1
depth not exceeding 1.5m
nr
41
300.000
K2
depth 1.5-2m
nr
1
375.000
K3
depth 2.-2.5m
nr
2
450.000
12,300.000 375.000 900.000
Soakaways (depth measured to top of base cover) in situ concrete depth 3.5 - 4m In situ concrete chamber type 'E' as standard detail SD1.6 including RTR liner depth 2 - 2.5m Soakaway (depth measured to top of base cover as standard detail SD 3.70) Brick K4
depth 1.5-2m
nr
1
700.000
K5
depth 2-2.5m
nr
1
750.000
K6
depth 2.5-3m
nr
1
800.000
K7
depth 3 - 3.5m
nr
1
850.000
K8
depth 3.5 - 4m
nr
1
900.000
700.000 750.000 800.000 850.000 900.000
nr
146
100.000
14,600.000
m
184
6.000
1,104.000 6,810.000 1,104.000
Gullies K9
Plastic with in-situ concrete surround as standard detail SD3.10 Ducts, uPVC pipe BS 3506(except class 'O') spigot and socket flexible joints in srevice ducts; as standard detail 5.06 & 5.07 Service duct 2 way 100mm pipes
K10
In trenches, depth not exceeding 1.5m service duct ; 4 way 150mm pipes
K11
In trenches, depth not exceeding 1.5m
m
454
15.000
K12
in trenches depth not exceeding 1.5m
m
48
23.000
Crossings High voltage cable K13
to be crossed by 4 x 150mm duct
nr
48
40.200
K14
to be crossed by 2 x 100mm duct
nr
19
24.000
Class K
To Collection BD
44
Page 16 of 31
1,929.600 456.000
43,578.600
Hawar Highway Improvement (from Jaw to Al Dour) Number
K15
Item Description
to be crossed by 6 x 150mm duct
Unit
Quantity
Rate
Amount BD.
nr
5
42.000
210.000 -
nr
72
7.000
504.000
Other pipework ancillaries K16
Duct marker blocks; precast concrete; stamp coded with duct type; as standard detail SRCD 5.08a
Class K
To Collection BD
45
Page 17 of 31
714.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS K: PIPE WORK - MANHOLE AND
Page
PIPE WORK ANCILLARIES 44 45
43,578.600 714.000
44,292.600
46
Page 18 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Amount BD.
Rate
CLASS L : PIPE WORK - SUPPORTS AND PROTECTION, ANCILLARIES Extras to excavation and backfilling In manhole and other chambers L1
excavation of rock
m3
1986
12
23,832.000
10,896.000 2,944.000 1,728.000
Surrounds Imported granular material as General Specification Clause 504.2 and as Standard Details SD 3.1, SRCD 5.06, 5.07, 5.08 and 5.09 L2
to 4 way 150mm duct
m
454
24.000
L3
to 2 way 100mm duct
m
184
16.000
L4
to 6 way 150mm duct
m
48
36.000
Concrete class 20/20 as General Specification Clause 504.5 and Standard Details SD 3.1, SRCD 5.06, 5.07, 5.08 and 5.09 ; L5
to 4 way 150mm duct
m
512
60.000
L6
to 2 way 100mm duct
m
207
30.000
L7
to 6 way 150mm duct
m
54
80.000
Class L
To collection BD
47
Page 19 of 31
30,720.000 6,210.000 4,320.000
80,650.000
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From
CLASS L: SUPPORTS AND PROTECTION
Page
ANCILLARIES 47
80,650.000
80,650.000
48
Page 20 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Rate
Amount BD.
CLASS R : ROADS AND PAVINGS Sub - Bases Modified material 'A' (Road Base) material R1
depth 200mm
m2
6083
1.300
R2
Regulating Type; 100 - 150mm
m2
920
0.900
7,907.900 828.000
m2
4439
1.130
5,016.070
m2
10320
3.510
36,223.200
Type B dredged material R3
depth exceeding 300mm Sub-bases, flexible road bases and surfacing ; as General Specification Section 900 Asphalt base course type B28; imported aggregate
R4
depth 75mm Asphalt wearing course GW20 (TM5)
R5
depth 50mm
m2
35661
2.340
R6
Goefabric: poly felt type PGM 14
m2
3186
0.600
83,446.740 1,911.600
R7
Road oil sprayed on sub-base as described
m2
31840
0.150
4,776.000
R8
Tack coat sprayed on asphalt surface as described
m2
24141
0.200
4,828.200
R9
Removal of flexible surface by cold planning
m2
4262
35.000
149,170.000
305,608.540 Vertical saw cut asphalt R10
Depth exceeding 100mm and not exceeeding 150mm
m
2967
1.000
R11
Regulating course of asphalt type GW20 (TM5)
m3
441
47.000
R12
EXTRA OVER asphalt surfacing; any type (Including GW20
m2
386
0.800
2,967.000 20,727.000 308.800
nr
5
250.000
1,250.000
(TM5) and thickness; for laying by hand R13
Speed humps as standard detail SRCD 10.07; complete including yellow paint; for 7.5 metre carriageway
Class R
To collection BD
49
Page 21 of 31
319,360.510
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Rate
Amount BD.
Kerbs, channels and edgings as General Specification Clasue 1001 Precast concrete kerbs; half battered; 125 x 250mm; as standard detail SRCD 10.01 and 10.02 R14
straight or curved to radius exceding 12m
R15 R16
7.000
36,708.000
280
9.000
24
10.000
2,520.000 240.000
m
110
9.000
990.000
m
5244
curved to radius not exceeding 12m
m
dropped kerbs as standard detail SRCD 10.04, 10.05
m
and 10.06 Precast concrete kerbs; half battered 125 x 250mm, as standard detail SRCD 10.08, laid flat R17
straight or curved to radius exceeding 12m Precast concrete edgings 50 x 150mm; as standard detail SRCD 10.01 and SRCD 10.2
R18
staright or curved to radius exceeding 12m
m
1903
11.000
R19
curved to radius not exceeding 12m
m
417
15.000
20,933.000 6,255.000
m2
9533
1.100
10,486.300
m2
4439
1.500
6,658.500
m2
9533
6.000
57,198.000
m2
32
3.000
96.000
Light duty pavements Granular base type A R19
depth: 150mm Road base material
R21
depth 200mm Rectangular concrete paving blocks 200 x 100mm laid to herringbone pattern with unifrom joints; on and including 30mm sand bed Colour RED
R22
thickness 60mm Rectangular concrete paving blocks 200 x 100mm laid to herringbone pattern with unifrom joints; on and including 30mm sand bed; FROM PREVIOSLY SET ASIDE Colour RED
R23
thickness 60mm
Class R
To collection BD
50
Page 22 of 31
142,084.800
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Rate
Amount BD.
Ancillaries Traffic Singns 3
58.000
nr
5
48.000
nr
19
48.000
Code 5 : Keep Right; 600, 450 x 900mm
nr
15
68.000
R28
Code 6: Vehicle may pass either side 450x700mm
nr
7
65.000
R29
Code8: Turn Left/Right Chevron; 600 x 1800
nr
11
85.000
R30
Code 9: Turn Right; 600mm
nr
1
48.000
R31
Code 14: Bend to Right Ahead 900mm
nr
4
58.000
R32
Code 26: Double bend, first to right 900mm
nr
2
58.000
R33
Code 15: Pedestrian crossing ahead; 900mm
nr
2
58.000
R34
Code 16: Pedestrian Route; 600 x 600mm
nr
4
48.000
R35
Code 17: Traffic Signal Ahead; 1200 x 1200x 600mm
nr
6
120.000
R36
Code 18: Round about Ahead; 1200 & 1200 x 900mm
nr
2
135.000
R37
Code 19: Two Way Traffic: 900mm
nr
19
58.000
R38
Code 24: Maximum Speed Limit; 900mm
nr
1
58.000
R39
Code 29: Speed Humps Ahead; 900, 300 x 900 mm
nr
1
85.000
R40
Code 72: Road Name Sign; 900mm
nr
1
125.000
174.000 240.000 912.000 1,020.000 455.000 935.000 48.000 232.000 116.000 116.000 192.000 720.000 270.000 1,102.000 58.000 85.000 125.000
nr
5718
4.000
22,872.000 390.000 20.400
R24
Code 2: Give Way 900mm
nr
R25
Code 3 : No Entry; 600mm
R26
Code 4 - One - Way Traffic 500 x 650mm
R27
Surface marking non-reflective road studs R41
die-cast aluminium; as described Reflecting road studs
R42
ceramic road studs; as described
nr
300
1.300
R43
intermittent warning lines; 0.10m mm wide
m
48
0.425
Class R
To collection BD
51
Page 23 of 31
30,082.400
Hawar Highway Improvement (from Jaw to Al Dour) Number
R44
Item Description
Give way line at roundabout; broken line of 1m mark,1m
Unit Quantity
m
Rate
Amount BD.
18
0.850
15.300 20.400 156.825 63.750
gap and 0.20m wide R45
Broken line of 4.0m mark, 2.0m gap and width of 0.1m
m
48
0.425
R46
Intermittent center line
m
369
0.425
R47
Chevron lines; 100mm wide
m
150
0.425
Hand or machine applied white thermoplastic road markings R48
letters and shapes; arrows; as standard details drawing
nr
40
6.700
R49
bus lay by edge/line; broken ;lines of 1.0m mark, 1.0m gap
m
404
0.425
R50
Stop line solid line of 0.40m width mark up to
m
127
1.700
R51
Speed humps markings as per detail design
nr
5
53.000
m
5244
0.325
Paint to kerbs as described R52
to exposed faces of kerb; black & yellow
Class R
To collection BD
52
Page 24 of 31
268.000 171.700 215.900 265.000 1,704.300
2,881.175
Hawar Highway Improvement (from Jaw to Al Dour)
COLLETION
From Page 49 50 51 52
319,360.510 142,084.800 30,082.400 2,881.175
494,408.885
53
Page 25 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
Number
Item Description
Unit Quantity
Amount BD.
Rate
CLASS X : MISCELLANEOUS WORK Fences Metal Sfety Barriers X1
Open Box Beam safety barriers (OBB) DOUBLE SIDED
X2
Drainage to structures above ground
m
813
41
33,333.000
m
3422
3.000
10,266.000
nr
1
6000.000
6,000.000
nr
1
5800.000
5,800.000
nr
1
10000.000
10,000.000
nr
1
5000
5,000.000
nr
1
4500
4,500.000
nr
1
8000
8,000.000
excavate for drainage ditch; maximum depth not exceeding 400mm Others X3
Provision and laying of 1 x 600mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 24m
X4
Provision and laying of 1 x 600mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 22m
X5
Provision and laying of 3 x 600mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 45m
X6
Provision and laying of 1 x 300mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 18m
X7
Provision and laying of 1 x 450mm pipes culvert as drainage off let to SRCD 5.05; Maximum length not exceeding 15m Box Culvert
X8
Provide and place reinforced in situ concrete Class A
Class X Total to Grand Summary
82,899.000
54
Page 26 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Amount BD.
Rate
X9
Provide and place reinforced in situ concrete Class A
nr
1
7500
7,500.000
X10
Mortared rip rap; 300mm thick
m2
300
20
6,000.000
X11
Mortared rip rap; 150mm thick nominal size stone laid in full
m2
200
14.000
2,800.000
class 1 mortar bed
Class X Total to Grand Summary
16,300.000
55
Page 27 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
COLLECTION CLASS X: MISCELLANEOUS WORK From Page
54
82,899.000
From Page
55
16,300.000
Class Y Total to Grand Summary
99,199.000
56
Page 28 of 31
Hawar Highway Improvement (from Jaw to Al Dour) Number
Item Description
Unit Quantity
Rate
Amount BD.
CLASS Y : SEWER AND WATER MAIN RENOVATION AND ANCILLARY WORKS Existing manholes Adjust levels of matalwork to surface boxes, gullies and manholes, medium or heavy duty; in foot paths or carriage way asphalt surfacing metal work area 0.10 M2 Y1
raised not exceeding 150mm
nr
17
12.000
Y2
raised 150 to 300mm
nr
13
15.000
Y3
raised 300 to 450mm
nr
3
18.000
Y4
lowered not exceeding 150mm
nr
8
12.000
Y5
raised 150 to 300mm
nr
4
15.000
204.000 195.000 54.000 96.000 60.000
Class Y Total to Grand Summary
609.000
57
Page 29 of 31
Hawar Highway Improvement (from Jaw to Al Dour)
COLLECTION CLASS Y: From Page
57
609.000
Class Y Total to Grand Summary
609.000
58
Page 30 of 31
Hawar Highway Improvement (from Jaw to Al Dour) GRAND SUMMARY CLASS
DESCRIPTION
From Page
Amount BD.
CLASS A GENERAL ITEMS
32
209,230.000
CLASS B GROUND INVESTIGATION
34
22,600.000
CLASS D DEMOLITION & SITE CLEARANCE
36
37,878.500
CLASS E EARTH WORKS
39
144,458.000
CLASS I: PIPE WORK - PIPES
41
39,114.000
CLASS J PIPE WORK - FITTING AND VALVES
43
1,735.000
46
44,292.600
ANCILLARIES
48
80,650.000
CLASS R ROADS AND PAVINGS
53
494,408.885
CLASS X MISCELLANEOUS ITEMS
56
99,199.000
58
609.000 1,174,174.985
CLASS KPIPEWORK - MANHOLES & PIPEWORK ANCILLARIES CLASS L PIPEWORK - SUPPORT AND PROTECTION,
CLASS Y SEWER & WATER MAIN RENOVATION & ANCILLARY WORKS Sub - Total ADJUSTMENT ITEM Deduction in adjustment of the total of the Bill Of Quantities which shall be deemed to apply uniformly to all rates in the Bill Of Quantities for the purpose of valuations and variations. Note:- Provisional sums remain at their full value and are not affected by any adjustment shown here. Sub - Total
1,174,174.985
GENERAL CONTINGENCY ALLOWANCE Allow 10% for General Contingency Allowance , to be expended in whole
117,417.499
or in part as expressly directed in writing by the Engineer. TOTAL TO FORM OF TENDER
Page 31 of 31
1,291,592.484
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