B+G+2 BOQ- (367-625)
Short Description
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Description
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
SECTION 'A' PRELIMINARIES
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
SECTION 'B' CIVIL AND MEP WORKS
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL #1 SUBSTRUCTURE
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 2 SUPER STRUCTURE
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 3 BLOCK WORK
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 4 ROOFING & WATERPROOFING
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 5 CARPENTARY & JOINERY
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 6 METAL WORK
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 7 LIFT INSTALLATION
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 8 PLASTER WORK AND OTHER FLOOR, WALL AND CEILING FINISHES
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 9 PAINTING & DECORATION
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 10 SPECIALIST ITEMS
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 11 EXTERNAL WORKS
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 12 MECHANICAL AND FIRE FIGHTING WORKS
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 13 ELECTRICAL AND FIRE ALARM WORKS
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
BILL # 14 PROVISIONAL ITEMS
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
GRAND SUMMARY
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
PRELIMINARIES Allow for the mobilization and maintenance of the following site establishments A
Make good and maintance of existing fencing
B
Site offices facilities, secereterail service including system for Clinet's representattive , Consultant and supervision staff
C
Site office facilties for Contractor's supervision staff
D
Lighting and power for the works
E
Water for the works
F
Running and maintenace cost of the site
G
Performance bond
H
Insurance of the work, third party and workmen compensation
J
Building permit fees
K
Consultant's extended supervision shall be @ Dhs.2000/per day , due to delays in completion of the project attributed to the contractor
1
LS 2,352,780.00
2,352,780.40
Not to be carried to summary
The Contractor shall provide :L
Cranes and lifting plant
M
Small Plant and Tools
N
Scaffolding
P
Security/Safety Note: The Contractor shall protect the site and works: All persons employed by him on site shall comply with orders , laws and regulations as per Dubai Municipality
CARRIED TO COLLECTION
2,352,780.40
PRELIM/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Item Ref
Description
Quantity
Unit
Rate
Amount Dhs
PRELIMINARIES (Contd.) A
Allow for demobilization of site establishement to the satisfaction of the Architect
B
Allow for clearing away rubbish and leaving the site tidy at completion to the satisfaction of the Architect
CARRIED TO COLLECTION
-
PRELIM/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
COLLECTION - PRELIMINARIES
From Page No. 1/2
2,352,780.40
From Page No. 2/2
-
CARRIED TO COLLECTION
2,352,780.40
PRELIM/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 1 SUB STRUCTURE EXCAVATION AND EARTH WORKS Excavation including any necessary planking and strutting, disposal or backfilling of soil and dewatering A
Mass excavation to reduce levels
B
Remove surplus excavated material from site
C
Local excavation (manual) as per the structural drawing
Not included in Main Contractor's Scope (By Others)
1
LS
15,000.00
15,000.00
250mm thick, compacted subka filling compacted in layers not exceeding 150mm to 95% maximun dry density (upto excavation level by Enabling - Contractor) upto to the level to receive blinding
1
LS
108,550.00
108,550.00
Backfilling at places where shoring is removed after completion
1
LS
5,699.00
Filling D
E
5,699.00
Dewatering F
Dewatering for keeping the excavations free of water by whatever method deemed necessary to Architect's approval
Not Applicable (By Others)
Shoring
G
Design supply and install shoring with seacant /contiguous pile shoring system or similar to form perimeter protection system including necessary services diversion, protection, dewatering all to Dubai Municipality approval.
CARRIED TO COLLECTION
Not Applicable (By Others)
129,249.00
B1/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 1 SUB STRUCTURE PRE CONSTRUCTION TERMITE PROOFINGNG Design, supply and lay pre construction termite treatment to form chemical barrier for the concrete surfaces in contact with soil. The concentration of termicide to produce 1% active solution. All in compliance with Dubai Municipality specification and to Architect's approval(Warranty 20 years) A
Horizontal surface
5725
m2
2.00
11,450.00
B
Vertical surfaces
1663
m2
2.00
3,326.00
C
600 x 600 mm external perimeter trenches
335
m
2.00
670.00
CARRIED TO COLLECTION
15,446.00
B1/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
573
m3
266.00
152,418.00
4430
m3
291.00
1,289,130.00
Amount Dhs
BILL NO 1 SUB STRUCTURE (Contd.) CONCRETE WORKS Plain concrete ; grade C25/20 containing a minimum of 300 kg/m3 of sulphate resisting cement A
100 mm thick lean concrete (One layer)
Reinforced concrete including formwork grade 40/20; containing a minmimum of 370 kg/m3 of SRC/ and 40N/mm2 @ 28 days with maximum free water cement ratio of 0.45 refer note (No. 6a) and durability requirements to comply specification and Drawing Note : Reinforcement measured seperately
B
In Raft slab 800mm 500 mm thick
C
In Raft slab 700 mm thick
D
Drop panels (raft)
N/A
354
m3
288.00
101,952.00
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Item Ref
Description
Quantity
CARRIED TO COLLECTION
Unit
Rate
Amount Dhs
1,543,500.00
B1/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 1 SUB STRUCTURE(Contd.) CONCRETE WORKS(Contd.) Reinforced concrete including formwork grade 40/20; containing a minmimum of 370 kg/m3 of SRC/ and 40N/mm2 @ 28 days with maximum free water cement ratio of 0.45, refer note (No.6a) and durability reuirements to comply with specification and Drawing Note : Reinforcement measured seperately A
In beams
101
m3
499.00
50,399.00
B
In 175 mm thick solid suspended slab
52
m3
430.00
22,360.00
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Item Ref
Description
Quantity
Unit
Rate
Amount Dhs
C
In 250 mm thick solid suspended slab
114
m3
387.00
44,118.00
D
In 300 mm thick solid suspended slab
1109
m3
370.00
410,330.00
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
E
In 350 mm thick solid suspended slab
309
m3
366.00
113,094.00
F
In ramp slab
72
m3
387.00
27,864.00
G
In drop panel to the slab
67
m3
387.00
25,929.00
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
Reinforced concrete including formwork grade 40/20; containing a minmimum of 370 kg/m3 of SRC/ and 40N/mm2 @ 28 days with maximum free water cement ratio of 0.45, refer note (No.6a) and durability reuirements to comply with specification and Drg.
H
In Colums
79
m3
557.00
44,003.00
J
In 200 mm thick wall
63
m3
564.00
35,532.00
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
K
In 250 mm thick wall
CARRIED TO COLLECTION
Quantity
Unit
Rate
332
m3
435.00
Amount Dhs
144,420.00
918,049.00
B1/4
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
kg
3.85
7
m
269.00
1,883.00
179
No
94.00
16,826.00
45
m
98.00
4,410.00
1
Item
18,027.00
18,027.00
Amount Dhs
BILL NO 1 SUB STRUCTURE(Contd.) CONCRETE WORKS(Contd.) Formwork A
Necessary formwork for the various structural elements
Bar Reinforcement B
High tensile steel reinforcement as per specification
C
Heavy duty cast iron grating to specialist's details
996,337.00
3,835,897.45
SUNDRIES Wheel Stops D
Precast concrete wheel stops hydraulically pressed, 200 x 150 mm, anchored to concrete to specialist's details paitned with polyester based road marking paint
Expansion Joint E
Expansion joint 25 mm thick bitumen impregranted compressible filler board and mastic sealant on backing rod (cover measured separately) Thermal Insulation
F
50 mm thick thermal insulation as per DM requirement
Masonry Works G
200mm thick block work along the existing shoring
1542
m2
72.00
111,024.00
H
Cement sand plaster to above wall to receive water proofing (measured separately)
1542
m2
29.00
44,718.00
CARRIED TO COLLECTION
4,032,785.45
B1/5
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 1 SUB STRUCTURE(Contd.) CONCRETE WORKS(Contd.) WATER PROOFING Proprietary membrane and the like as detailed on drawing and to Architect's approval A
1000 gauge: laid under structural slabs/foundations .
5723
m2
3.00
17,169.00
B
Angle fillet between PCC blinding below raft and perimeter block wall
335
m
8.00
2,680.00
Torch applied SBS modified bitumen membrane (2 layers) reinforced with non-woven polyester fibre, 5 mm thick . All joints & laps to be reinforced & fully welded . including primer (horizontal and vertical)
7264
m2
73.00
530,272.00
D
3.2mm thick Plaster Board (vertical)
1608
m2
19.00
30,552.00
E
Sand cement protective screed, 50mm thick (horizontal)
5723
m2
47.00
268,981.00
C
CARRIED TO COLLECTION
849,654.00
B1/6
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
335
m
253.00
Amount Dhs
BILL NO 1 SUB STRUCTURE(Contd.) CONCRETE WORKS(Contd.) SUNDRIES; DAMP PROOFING (Contd.) Externally Placed Water Stop A
250 mm wide PVC waterstops with continuous for bulbs not less than 20 mm high for use on flat vertical and horizontal surfaces
CARRIED TO COLLECTION
84,755.00
84,755.00
B1/7
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
BILL NO 1 SUB STRUCTURE(Contd.) ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
CARRIED TO COLLECTION
B1/8
Unit
Rate
Amount Dhs
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
COLLECTION - BILL NO. 1 - SUBSTRUCTURE
From Page No. 1 / 1
129,249.00
From Page No. 1 / 2
15,446.00
From Page No. 1 / 3
1,543,500.00
From Page No. 1 / 4
918,049.00
From Page No. 1 / 5
4,032,785.45
From Page No. 1 / 6
849,654.00
From Page No. 1 / 7
84,755.00
From Page No. 1 / 8
-
CARRIED TO COLLECTION
7,573,438.45
B1/9
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 2 SUPER STRUCTURE) CONCRETE WORKS Reinforced concrete including formwork grade 40/20; containing a minimum of 370 kg/m3 of OPC and 40 @ 28 days with maximum free water cement ratio 0.5 and durability requirements to comply with Table 6 Refer general specification and Drawing Note: Reinforcement measured seperately A
In Columns
286
m3
554.00
158,444.00
B
In 200 mm thick wall
261
m3
561.00
146,421.00
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
Reinforced concrete including formwork grade 40/20; containing a minmimum of 370 kg/m3 of OPC, 40N/mm3 28 days with maximum free water cement ratio of 0.5 durability requirements to comply with Table 6 Refer general speicification and Drg. Note : Reinforcement measured seperately
C
In beams
151
m3
495.00
74,745.00
D
In 300 mm thick solid suspended slab
3731
m3
365.00
1,361,815.00
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
E
In steps, staircases/Landings
75
m3
578.60
43,395.00
F
In Drop panels
342
m3
582.00
199,044.00
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Item Ref
G
Description
Water tank deck and beams (lower roof level)
CARRIED TO COLLECTION
Quantity
Unit
Rate
36
m3
540.00
Amount Dhs
19,440.00
2,003,304.00
B2/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 2 SUPER STRUCTURE(Contd.) CONCRETE WORKS(Contd.) A
In lintels
25
m3
616.00
15,400.00
B
In machine bases, plinth and the like
12
m3
306.00
3,672.00
C
In upstands/downstands / Misc. sections etc.
65
m3
616.00
40,040.00
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
D
In parapets walls
E
Design,supply and install concrete fascias as shown on drg
Formwork
Quantity
Unit
Rate
62
m3
829.00
Amount Dhs
51,398.00
Excluded
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref F
Quantity
Unit
Rate
Amount Dhs Incleded in corresponding concrete items
Necessary formwork for the various structural elements
Bar Reinforcement G
High tensile steel reinforcement as per specification
666,209
kg
3.85
2,564,904.65
216
m
98.00
21,168.00
SUNDRIES Expansion Joint H
Expansion joint: 25 mm thick bitumen impregranated compressible filler board and mastic sealant on backing rod
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Item Ref
Description
Quantity
CARRIED TO COLLECTION
Unit
Rate
Amount Dhs 2,696,582.65
B2/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 2 SUPER STRUCTURE(Contd.) CONCRETE WORKS(Contd.) ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
CARRIED TO COLLECTION
-
B2/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
COLLECTION - BILL NO. 2 - SUPERSTRUCTURE
From Page No. 2 / 1
2,003,304.00
From Page No. 2 / 2
2,696,582.65
From Page No. 2 / 3
-
CARRIED TO GRAND SUMMARY
4,699,886.65
B2/4
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 3 BLOCK WORK Hollow concrete blocks; average compressive strength 7.5 N/mm2; bedded and jointed in cement and sand mortar (1:4); tiled to concrete columns and beams with stainless steel wall tiles A
100mm thick walls
1500
m2
61.00
91,500.00
B
200mm thick walls
6885
m2
71.00
488,835.00
External block work shall be concrete blocks from EMCON or equivalent as per DM latest rules and regulations as specified in clause 10.12.3 C
250 mm thick insulated blocks
1550
m2
109.00
168,950.00
D
100mm thick hollow blocks
120
m2
61.00
7,320.00
335
m
10.00
3,350.00
Sundries E
Damp proof course as specified
CARRIED TO COLLECTION
759,955.00
B3/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 3 BLOCK WORK ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
CARRIED TO COLLECTION
-
B3/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
COLLECTION - BILL NO. 3 - BLOCK WORKS
From Page No. 3 / 1
759,955.00
From Page No. 3 / 2
-
CARRIED TO GRAND SUMMARY
759,955.00
B3/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Quantity
Unit
Rate
Supply and Apply Polyurethane foam 45mm thick (avg) with density 48kg/m3
3711
m2
126.00
B
Acrylic UV resistant protective coat
3711
m2
C
Grotectile Separation layer
3711
m2
D
Ridges in panel using expansion joint board and cement sand mortar
3711
m2
E
Protective screed concrete (M26/10) to slope
3711
m2
F
Angle fillet in cement sand mortar along the parapet/ upstand
500
m
G
Final Coat acrylic cementation protective coating
3711
m2
H
Extra over work to roof drain, as detailed.
28
No
79.00
2,212.00
J
Extra over for water proof to Roof water tank RCC decking
293
m2
105.00
30,765.00
Item Ref
Amount Dhs
BILL NO 4 ROOFING & WATERPROOFING WORKS FLAT ROOFING Clean the entire surface and remove all debris from the roof structure to receive waterproofing system Modern Combo System A
467,586.00
Included in Above Item -A
CARRIED TO COLLECTION
500,563.00
B4/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 4( Contd.) ROOFING & WATERPROOFING WORKS (Contd.) Upstands and parapets to roofing A
21/2' x 21/2" cement and sand (1:3) angle fillet
660
LM
8.00
5,280.00
B
Ruberit PE2000 minaralized: max girth 150mm
660
m
15.00
9,900.00
C
0.9mm thick x 150mm girth Plain aluminium mill finish flashing
660
m
18.00
11,880.00
Waterproofing to all kitchens, bathrooms, toilets, planters and all wet areas generally D
Cement sand angle fillet to wet areas.
1134
LM
8.00
9,072.00
E
1 layer of Trem proof 60 single component bitumen modified 1.5mm thick membrane (horizontal)
541
m2
44.00
23,804.00
Trem proof 60, single component modified 1.5mm thick membrane girth as per drawing to wet areas (vertical)
1134
m
11.00
12,474.00
Sundries Allow Provisional Qty of 2000m2 for below Item Two coats of bituminous paint as damp proof coating on concrete /masonary walls to approval (behind Aluminium cladding)
2000
m2
5.00
10,000.00
F
G
H
Water Proofing to external planters
Provisional Sum
J
Water Proofing to external waterbody.
Provisional Sum
K
Water Proofing to Ground Floor exposed areas.
807
m2
105.00
84,735.00
L
Water proofing over metal decking at side entrances
49
m2
105.00
5,145.00
CARRIED TO COLLECTION
172,290.00
B4/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 4( Contd.) ROOF & WATERPROOFING WORKS (Contd.) ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained. Note: The Contractor is reuired to insure the roofing and othe rwaterproofing works in favour of the Employer for a period of 10 years against any defects or leakages.
CARRIED TO COLLECTION
-
B4/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
COLLECTION-BILL NO. 4 - ROOFING & WATERPROOFING
From Page No. 4 / 1
500,563.00
From Page No. 4 / 2
172,290.00
From Page No. 4 / 3
-
CARRIED TO GRAND SUMMARY
672,853.00
B4/4
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 5 CARPENTRY & JOINERY DOORS Supply and install timber doors; complete with wooden frames rebated or plain fixed to block/concrete wall, with epoxy coated mild steel holdfast, hardwood sub frames and matching hardwood architraves on both s ides finished and installed to Architect's approval;
-
All fire rated doors shall be 54 mm thick soilid core flush doors
-
All other doors shall be 45 mm thick solid core flush doors
-
The fire rated doors shall have intumescent strips all around as reuired by the Dubai Civil Defence Department.
-
All fire rated doors shall be labelled
-
All fire rated doors shall be to B.S. 459 Part 3 with calcium silicate boards of thickness to achieve specified fire rating
-
All glass in vision panels in fire rate doors shall be 6 mm thick wired fire rated glass to approval with intumescent gasket.
-
Doors on upstands to have frame on all four sides with rubber seal to have weather proof assembly
-
All doors to have sound insulating quilt internally to approval
-
All doors to have minimum 6 mm clearance from F.F.L
-
All doors to have solidwood lipping all around All door frames to have full width to match the thickness of the wall
CARRIED TO COLLECTION
B5/1
Provisional Sum
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 5(Contd.) CARPENTARY & JOINERY(Contd.) DOORS VENEER FINSIHED DOORS Finish for Shutter V - Veneer finished on both sides with of 0.6 mm decorative ash/cherry beech veneer to match the EK wing, stained to Architect's approval finished with two coats of polyurathane lacquer paint, high gloss Flush for Frames and Architraves Frames and architraves shall be solid beachwood stamed to Architect's approval, finished with two polyurathene lacquer panit to match the doors Flush Doors with Decorative Veneer on one side and laminated (decorative veneer pattern) finish on the other VL - Veneer finished on one sides with of 0.6 mm decorative ash/cherry beech veneer to match the existing EK wing, stained to Architect' s approval, finished with two coats of polyurathane lacquer paint , high gloss finish and 12 mm thick laminate (decorative veneer pattern ) on the other side. Finish for Frames and Architraves Frames and architraves shall be solid Beachwood stained to Architect's approval. finished with two coats of polyurathane lacquer paint to match the doors. LAMINATED DOORS Finish for shutter L- laminated doors to have 12 mm thick laminated (decorative veneer patten) finish to both sides Finish for Frames and Architraves Frames and architraves shall be solid beachwood stained to Architect's approval, finished with two polyurathene lacquer panit to match the doors
CARRIED TO COLLECTION
B5/2
Provisional Sum
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 5(Contd.) CARPENTARY & JOINERY (Contd.) Flush doors with Decorative Veneer finish on both sides A
Door Type T1 900x2100
B
Door Type T2 850x2100
C
Door Type T3 750x2100
D
Door Type T4 1000x2100
E
Door Type T5 1200x2300
F
Door Type T6 1000x2100
G
Door Type T7 1200x2300
Provisional Sum
CARRIED TO COLLECTION
B5/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 5(Contd.) IRONMONGERY Supply and installation of Ironmongery complete -
All ironmongrey shall be fitted in factory drilled holes and mortices
-
Locking arrangements to have one master key including for timber/ steel /aluminium doors to Architect's approval
-
Main door handle /lock to be provided by the Client and to fixed by the Contractor
-
All ironmongery to have stainless steel grade 316 Chrome/ Satin finish and shall be from approved manufacturer
-
Main guest room doors will have peep eye and security door lock
-
Include a PC rate of Dhs150/ per door handle, main door peep eye, security door lock, wardrobe door knobs, connecting door. All other ironmongery to be masured and priced.
-
All door closers shall be surface mounted
-
Door stops shall be floor or wall mounted to suit locations
-
Storeroom knob set to have internal knob always free to open
CABINETS A
350 mm deep, 1050mm x 2200mm high, 18mm thick laminated board cabinet and shelf with beech wood lipping and 18mm thick MDF board shutter both side plastic laminate finish (Gents and Ladies Toilet block in First Floor and Second floor)
B
900mm deep, 1050mm x 2200mm high, 18mm thick laminated board cabinet and shelf with beech wood lipping and 18mm thick MDF board shutter both side plastic laminate finish (near Gents and Ladies Toilet block in First Floor and Second floor)
CARRIED TO COLLECTION
B5/4
Provisional Sum
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
BILL NO 5(Contd.) IRONMONGERY (Contd.) ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
CARRIED TO COLLECTION
B5/5
Rate
Amount Dhs
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
COLLECTION - BILL NO. 5 - CARPENTRY & JOINERY
From Page No. 5 / 1 From Page No. 5 / 2 From Page No. 5 / 3 From Page No. 5 / 4 From Page No. 5 / 5
CARRIED TO GRAND SUMMARY
B5/6
Rate
Amount Dhs
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
24
No
2,888.00
Amount Dhs
BILL NO 6 METAL WORK METAL DOORS & WINDOWS Supply and installation the following metal doors & windows as specified complete with all irongmongery, all as per Dubai Civil Defence requirement. A
Door Type F1- 1000x2100 (90 min. Fire rated)
B
Door Type M1- 2400x2400
C
Door Type M2- 1200x2400
D
S/S Fire Cabinet Door
E
Window Type W1 4300x900
69,312.00
Included In Item-A, Page B6/2
6
No
2,625.00
15,750.00
Included In Item-A, Page B6/2
CARRIED TO COLLECTION
85,062.00
B6/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 6 METAL WORK(Contd.)
ALUMINIUM / GLASS DOORS 1
Item 4,462,500.00
4,462,500.00
As per nominated sub-contractor Al Fahya quote
A
Supply and installation the following Aluminium / Glass doors & as specified complete with all irongmongery, allto Architect to approval. As per Nominated Sub Contractor M/s Al Fayha's Quotation Door Type A1- 1800x2300
No
B
Door Type A2- 1800x2100
No
C
Door Type A4- 2400x2400
No
D
Door Type A5- 2100x2400
No
included above
CARRIED TO COLLECTION
4,462,500.00
B6/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 6 METAL WORK(Contd.) CURAIN WALLINGS & WINDOWS
Design, supply and install heavy duty aluminium curtain walling system as per the drawing and specification etc., all to Architect approval As per Nominated Sub Contractor M/s Al Fayha's Quotation A
CW1-26700x4400
1
No
B
CW2-8100x3800
3
No
C
CW3-6725x3800
1
No
D
CW4-9850x3800
1
No
E
CW5-2525x4325
1
No
F
CW6-6000x3100
1
No
G
CW6a-6000x3100
1
No
G
CW7-20400x3100
1
No
H
CW8-8650x3100
1
No
J
CW8a-(8650x3100)+(2025x3100)
1
No
K
CW9-6825x3100
2
No
L
CW9a-6825x3100
2
No
M
CW10-3350x3700
1
No
N
CW10a-7350x3100
1
No
P
CW11-9800x3700
2
No
Q
CW11a-9800x3700
1
No
R
CW11b-9800x3700
1
No
S
CW12-7400x3700
1
No
Included in above Item, Page B6/2
CARRIED TO COLLECTION
-
B6/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 6 METAL WORK(Contd.) As per Nominated Sub Contractor M/s Al Fayha's Quotation CURAIN WALLINGS & WINDOWS (contd.) A
CW12a-7400X3700
1
No
B
CW12b-7400X3100
2
No
C
CW12c-7400X3100
2
No
D
CW13-5950X3700
1
No
E
CW14-5850X3100
1
No
F
CW14a-5750X3700
1
No
G
CW15-7200X3100
1
No
H
CW15a-7200X3700
1
No
J
CW16-1925X3100
2
No
K
CW17-20100X3100
1
No
L
CW17a-20100X3100
1
No
M
CW18-3975X3550
1
No
N
CW18a-3975X3550
1
No Included in above Item, Page B6/2
ALUMINIUM / GLASS WINDOWS Supply and install aluminium framed glass windows as per the drawing and specfication etc., all to Architect approval (for exact dimension follow the windows schedule drawing) P
V1- 2400X600
6
No
Q
W1a-1800X3200
1
No
R
W1b-2150X3200
1
No
S
W2-2300X2100
4
No
T
W3-1800X1800
4
No
U
W4-3600X1800
4
No
V
W5-5500X2100
4
No
W
W6-9600X2100
3
No
X
W7-7200X2100
4
No
Y
W8-6000X2100
4
No
Z
W9-3725X2100
1
No
CARRIED TO COLLECTION
-
B6/4
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 6 METAL WORK(Contd.) CURAIN WALLINGS & WINDOWS (contd.) As per Nominated Sub Contractor M/s Al Fayha's Quotation A
W10-5275X2100
B
W11-4200X2000
C
SW1-2150X2550
D
SW2-3350X2550
E
SW3-1475X2550
F
SKY LIGHTS As per Nominated Sub Contractor M/s Al Fayha's Quotation Sky light 1-16500x12200 10800 x 16200
G
Sky light 2-10400x12200 18600 x 16200
H
Sky light 3-4200x2400 3900 x 2400
J
Support Steel Structures To the above Sky Lights
Included in above Item, Page B6/2
Included in above, Page B6/2
CARRIED TO COLLECTION
-
B6/5
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 6
A
B
METAL WORK(Contd.) As per Nominated Sub Contractor M/s Al Fayha's Quotation Staircase Railing 900 mm overall high railing comprising of Powder coated aluminium box section as toprail and aluminium tubes as intermidiate vertical post ovel tubes as intermidiate layers. As per Nominated Sub Contractor M/s Al Fayha's Quotation Void Railing @ Second Floor 1100mm overall high railing comprising of 12 mm thick Tempered glass and brushed stainless steel pipe and flat sections all as per detail drawing and specification
Included In Item, Page B6/2
Included In Item, Page B6/2
Expansion Joint covers C
D
E
F G
H
J
Expansion joint covers for the internal wall expansion joint as details -----
52
m
98.00
5,096.00
Expansion joint covers for internal floor expansion joint as detail (Floor)---
183
m
98.00
17,934.00
Expansion joint covers for external vertical expansion joint as detail (Wall)---
29
m
98.00
2,842.00
3
Nos
4,961.00
14,883.00
8
Nos
18,070.00
144,560.00
Epoxy coated G.I. ladder at roof 8' -2" High Epoxy coated G.I. ladder at AirWell 35' - 2" High Sundries As per Nominated Sub Contractor M/s Al Fayha's Quotation Natural Anodized finish Aluminium box louvers to the rear elevation including necessary M.S Box sections and supports as per the drawing and specification etc., all to Architect approval
Included In Item, Page B6/2
Powder Coated aluminium Calustra with Standard accessories and watertank Pump at roof area
2
Nos
12,500.00
25,000.00
K
Metal work related to substation flooring
1
Item
10,500.00
10,500.00
L
M.S Structural & Metal decking including columns for the side entrances all as per the drawing and specification etc., all to the Architect approval
Provisional Sum
M
M.S. Structural steel works to the receive Aluminium composite panel cladding as per the drawing and specification etc., all to Architect approval
Provisional Sum
CARRIED TO COLLECTION
1
No
0.00
-
220,815.00
B6/6
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 6 METAL WORK(Contd.) ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
CARRIED TO COLLECTION
-
B6/7
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
COLLECTION - BILL NO. 6 - METAL WORKS
From Page No. 6 / 1
85,062.00
From Page No. 6 / 2
4,462,500.00
From Page No. 6 / 3
-
From Page No. 6 / 4
-
From Page No. 6 / 5
-
From Page No. 6 / 6
220,815.00
From Page No. 6 / 7
-
CARRIED TO GRAND SUMMARY
4,768,377.00
B6/8
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Item Ref
Description
Quantity
Unit
Rate
Amount Dhs
BILL NO7 LIFT INSTALLATION Supply and install and maintain by specialist the following Lifts, all in accordance with the general and particular specifications A
Passenger lifts
Provisional Sum
B
Builder's work on item 'A' above including providing scaffolding and planking, cradles etc. to the sub contractor. The builder's work to include but not limited to:
D
i) Steel hoist beams/hooks in the lift machine room and above each lift centres
Item
ii) Supporting and seperating beams with fixing required for hoist way and machine room
Item
iii) Wiring from the alarm panel to elevator controller terminals for automatic recalling of elevator during fire
Item
Refer Bill No. 14
Allow for providing all 'As Built' drawings and service manuals for the total lift installation
CARRIED TO COLLECTION
B7/1
Item
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Item Ref
Description
Quantity
BILL NO7 LIFT INSTALLATION ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
CARRIED TO COLLECTION
B7/2
Unit
Rate
Amount Dhs
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Item Ref
Description
Quantity
COLLECTION - BILL NO. 7 - LIFTS
From Page No. 7 / 1 From Page No. 7 / 2
CARRIED TO GRAND SUMMARY
B7/3
Unit
Rate
Amount Dhs
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 8 PLASTER WORK AND OTHER FLOOR, WALL AND CEILING FINISHES INTERNAL PLASTERWORK FINISHES Cement and sand gauged plasterwork including all expamet stainless steel lathing, or similar and to Architect's approval, at junctions of different backgrounds; stainless steel plaster stop and angle beads smooth finished A
12 mm thick on concrete or blockwork walls
B
20 mm thick on concrete or blockwork walls
21355
m2
29.00
619,295.00 Not Applicable
EXTERNAL PLASTERWORK FINISHES
C D
Cement and sand rendering including all labours, Expamet stainless steel lathing or similar and to Architect's approval at junctions of different backgrounds, stainless steel render stop and angle beads Allow a Provisional Qty of 2500 m2 for below Item 20 mm thick on concrete or blockwork walls Allow a Provisional Qty of 1200 m for below Item Extra over for groove in plaster
CARRIED TO COLLECTION
2500
m2
34.00
85,000.00
1200
m
17.00
20,400.00
724,695.00
B8/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 8 PLASTER WORK AND OTHER FLOOR WALL AND CEILING FINISHES (Contd.) INTERNAL FLOOR FINISHES Note: Tenderer to refer to Finishes Schedule Screed finish floors; cement and sand A
B
C
Cement sand screed 75mm thick with 10mm aggregates smooth finish using power float machine
3456
m2
43.00
148,608.00
Cement concrete screed 75mm thick with P.P. Fibre mesh and anti skid epoxy resin coating from approved supplier
4628
m2
94.00
435,032.00
52
m2
84.00
4,368.00
granite flooring allow a PC Rate of Dhs. 300/m2
188
m2
436.00
81,968.00
20mm thick cut to size polished granite tile flooring allow a PC Rate of Dhs. 300/m2
104
m2
436.00
45,344.00
5400
m2
87.00
469,800.00
Cement sand screed 75mm thick with 10mm aggregates smooth finish using power float machine and anti-dust paint
First quality, polished granite finished floor, laying to pattern, cut to size, waterproofing underside, grouting with epoxy based ground on and including cement and sand screed 70 mm thick overall floor finish all to Architects approval. D
Combination of 20mm thk cut to size polished granite tile with 20mm thk cut to size brushed and flamed granite strip
E
Vertified Graniti tile finish floor, laying to pattern on and including cement and sand screed , epoxy based grouting to approval 70mm thick overall floor finish F
Vertified Graniti Tiles allow a P.C. rate of Dhs. 35/m2 45/m2 for tiles
CARRIED TO COLLECTION
1,185,120.00
B8/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 8 PLASTER WORK AND OTHER FLOOR WALL AND CEILING FINISHES (Contd.) Ceramic tile finish floor, laying to pattern on and including cement and sand screed overall 70 mm thick and grouting to approval A
B
Unglazed ceramic tiles, allow a P.C. rate of Dhs. 14/m2 for supply of tiles
135
m2
53.00
7,155.00
Unglazed ceramic tiles 30cmx30cm,allow a P.C. rate of Dhs. 20/m2 for supply of tiles
16
m2
60.00
960.00
30x60cm porcelain tiles, allow a P.C. rate of Dhs. 30/m2 for supply of tiles
470
m2
71.00
33,370.00
15x30cm porcelain tiles, allow a P.C. rate of Dhs. 30/m2 for supply of tiles
78
m2
71.00
5,538.00
Combination of 30cm x 60cm matt porcelain tile with 10cm x 60cm gloss porcelain tile strip; allow a P.C. rate of Dhs. 45/m2
945
m2
87.00
82,215.00
45
m2
236.00
10,620.00
77
m2
57.00
4,389.00
350
LM
113.00
39,550.00
254
LM
373.00
94,742.00
Porcelain tile finish floor, laying to pattern on and cement and sand screed overall 70 mm thick and grouting to approval C
D
E
Carpet flooring including underlay and including cement sand screed overal 70mm thick and self levelling to approval F
Carpet tile; allow a P.C. rate of Dhs. 100/m2 for supply Mosaic tile with local marble chipping finish floor on and including cement and sand screed overall 70 mm thick and grouting to approval
G
Mosaic tile flooring as per Finishes Schedule
TREADS AND RISERS Mosaic treads and risers, laying to pattern, on and cement and sand screed overall 70 mm thick and grouting to approval G
Treads and risers mosiac tile with local marble chips as per Dubai Civil Defence requirement Polished granite treads and risers, laying to pattern, cut to size water proofing underside , grouting with epoxy based grout on and including cement and sand screed
E
Polished granite steps, allow a PC rate of Dhs.200/-per m for supply only
CARRIED TO COLLECTION
278,539.00 B8/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 8 PLASTER WORK AND OTHER FLOOR WALL AND CEILING FINISHES (Contd.) INTERNAL WALL FINISHES Note: Tenderer to refer to Finishes Schedule First quality polished granite wall cladding, cut to size with s.s cramps and hooks on plaster dabs, grouting with epoxy based grout etc. to Architect's approval A
Granite wall cladding with groove and 25mm wide oak wood strip between the granite cladding ; allow a PC rate of Dhs.300/-per m2 for supply
725
m2
494.00
358,150.00
Glazed tiles, allow a P.C. rate of Dhs14/m2 for supply only
250
m2
58.00
14,500.00
Glazed tiles, allow a P.C. rate of Dhs 20/m2 for supply only
130
m2
65.00
8,450.00
2750
m2
76.00
209,000.00
2240
m2
93.00
208,320.00
75
m2
98.00
7,350.00
Ceramic tile finish walls; fixing with approved adhesive to plaster, fixing to pattern and grouting with epoxy based grout to Architect's approval B
C
Porcelain tile finish walls; fixing with approved adhesive to plaster, fixing to pattern and grouting with epoxy based grout to Architect's approval D
E
F
30cmx60cm porcelain tile; PC Supply rate Dhs.30/m2
Porcelain tile cladding PC Supply Rate Dhs.45/m2
30cmx60cm groved porcelain tile PC supply rate Dhs.50/m2
CARRIED TO COLLECTION
805,770.00
B8/4
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 8 PLASTER WORK AND OTHER FLOOR WALL AND CEILING FINISHES (Contd.) INTERNAL CEILING FINISHES * Tenderer to refer to Finishes Schedule * Tenderer to design and provide for any additional strutural steel framing or supports wherever required for the suspension system. 1/2'' thick moisture resistant gypsum board suspended system with paint finish on concealed rigid suspension system to include but not limited to : 1/2'' thick gypsum board fixed to M/F suspension joints taped, filled smoothed 1 coat of primer, 1 coat of jota force (reinforcing fibre) to all surface, 2 coats of stucco minimum two coats of specifed paint where applicable.
A
B
C
D
E
Decorative gypsum board suspended ceiling including painting, with bulkhead, cornice and indirect light detail PC supply and fix rate of Dhs.120/-per m2
1246
m2
126.00
156,996.00
60x60cm vinyl faced gypsum tile and aluminium backing with exposed plain slimline suspension system (excluding any bulkhead) allow a Supply & Fix PC rate Dhs. 80/= per m2 including bulk heads
8806
m2
84.00
739,704.00
60x60cm vinyl faced gypsum tile and aluminium backing with exposed grid suspension system (excluding any bulkhead) allow a Supply & Fix PC rate Dhs. 50/= per m2
605
m2
52.50
31,762.50
Spray plaster technicque for ceiling with paint finish (pigmented) from Hitech or approved supplier, colour and texture as per Engineer's approval (applied directly onto the slab soffit)
5933
m2
21.00
124,593.00
Gypsum bulkhead details along the curtain wall as per detailed drawings
142
LM
CARRIED TO COLLECTION
Included in the Above PC rate 80/m2, Item-B
1,053,055.50
B8/5
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 8 PLASTER WORK AND OTHER FLOOR WALL AND CEILING FINISHES (Contd.) INTERNAL SKIRTING FINISHES A
B
C
D
E
F
G
100 mm high granite skirting , allow a PC rate of Dhs.75/m on and including cement and sand backing, grouting etc
95
LM
98.00
9,310.00
Mosaic skirting 10 cm high with top rounding on and including cement and sand backing, grouting etc.,
118
LM
20.00
2,360.00
Mosaic racked skirting 100 mm high with top rounding on and including cement and sand backing, grouting etc.,
145
LM
25.00
3,625.00
100 mm high ceramic tile skirting alow a PC rate of Dhs.6/m for supply on and including cement and sand backing grouting to match the floor finish etc
86
LM
15.00
1,290.00
100mm high Porcelain tile skirting; PC rate Dhs.10/m on and including cement and sand backing, grouting etc.,
1122
LM
19.00
21,318.00
100mm high Graniti tile skirting; PC rate Dhs.10/m on and including cement and sand backing, grouting etc.,
2122
LM
19.00
40,318.00
30
LM
105.00
3,150.00
100mm high MDF painted skirting
CARRIED TO COLLECTION
81,371.00
B8/6
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 8 PLASTER WORK AND OTHER FLOOR WALL AND CEILING FINISHES (Contd.) THRESHOLDS Thresholds 30mm thick first quality polished bottocino marble with rounded edge in variying lengths and to match door frame widths, set in in mortar to Architect's approval
A
30 mm x 125 mm wide
171
LM
143.00
24,453.00
B
30 mm x 225 mm wide
66
LM
204.00
13,464.00
215
LM
263.00
56,545.00
105
Item
105.00
11,025.00
WINDOW SILLS C
30mm thick first quality polished granite window sill top all as per the detail drawing and Architect's approval
S/S TOP D
Stainless steel brush finish top to the plumbing wall in blocks, all as per the detail and Architect's approval
CARRIED TO COLLECTION
105,487.00
B8/7
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 8 PLASTER WORK AND OTHER FLOOR WALL AND CEILING FINISHES (Contd.) Mirrors A
3
No
240.00
720.00
75 x 75 x 1000 mm high heavy duty solid neoprene corner guards, as per DM requirement and to Achitect's approval
350
No
40.00
14,000.00
Wall guards at ramp as per DM requirement and Architect's approval
40
m
61.00
2,440.00
Precast concrete kerbs; hydraulically on and including beds all necessary excavation, backfilling, concrete and expansion joints (paint measured separately)
810
LM
66.00
53,460.00
60 mm thick interlock pavers on concrete upstand and bed, all to Architect's approval
640
m2
58.00
37,120.00
600 mm dia. Concave mirrors at basement parking area
Corner and Wall Guards B
C
Basement Foot path D
E
CARRIED TO COLLECTION
107,740.00
B8/8
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 8 PLASTER WORK AND OTHER FLOOR WALL AND CEILING FINISHES (Contd.) ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
CARRIED TO COLLECTION
-
B8/9
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
COLLECTION - BILL NO. 8 - PLASTER WORK & OTHER FLOOR WALL &
From Page No. 8 / 1
724,695.00
From Page No. 8 / 2
1,185,120.00
From Page No. 8 / 3
278,539.00
From Page No. 8 / 4
805,770.00
From Page No. 8 / 5
1,053,055.50
From Page No. 8 / 6
81,371.00
From Page No. 8 / 7
105,487.00
From Page No. 8 / 8
107,740.00
From Page No. 8 / 9
-
CARRIED TO GRAND SUMMARY
4,341,777.50
B8/10
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
13025
m2
13.00
169,325.00
2945
m2
15.00
44,175.00
1156
m2
32.00
36,992.00
Amount Dhs
BILL NO 9 PAINTING AND DECORATION INTERNAL Prepare and apply one coat primer, two coats of filler and two top coats of Fenomastic paint from Jotun A
Plastered walls (Excluding above false ceiling) Prepare and apply one coat of primer two coats of filler and two finishing coats of lead free alkyd based marine oil paint to Architect's approval.
B
Plastered walls, Deck guards from Forsroc or equivalent
Prepare and apply four coats solvent based heavy tectured epoxy system as given below to plastered walls and soffits, all in accordance with the manufacturer's recommendations to include but not limited to:i) One sealer coat of solvent based two pack pure epoxy (non-acrylic) resin consisting of Base and Hardner ii) One sealer coat of solvent based two pack pure epoxy resin consisting of Base and Hardner in the ratio of 3:2 iii) Two coats of solvent based two pack polyurathane consisting of Base and Hardner in the ratio of 10:1 C
Plastered walls All walls of staircase from basement to roof
CARRIED TO COLLECTION
250,492.00
B9/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
2500
m2
32.00
80,000.00
Amount Dhs
BILL NO 9 PAINTING AND DECORATION(Contd.) EXTERNAL Prepare and apply four coats solvent based heavy tectured epoxy system as given below to plastered walls and soffits i) One sealer coat of solvent based two pack pure epoxy resin consisting of Base and Hardner in the ratio of 4:1 ii) One sealer coat of solvent based two pack pure epoxy resin consisting of Base and Hardner in the ratio of 3:2
A
iii) Two coats of solvent based two pack polyurathane consisting of Base and Hardner in the ratio of 10:1 Allow a Provisional Qty of 2500 m2 for below Item Plastered walls and soffits
Prepare and apply two coats of polyester based road marking paint (including for kerb stone) B
Parking bay dividing lines
1
Item
15,750.00
15,750.00
C
Directional arrows
1
Item
8,505.00
8,505.00
D
E
Alumiminium composite panel cladding As per Nominated Sub Contractor M/s Al Fayha's Quotation Composite panel cladding with approved subcontractor including necessary backing at PC rate of Dhs. 325/-m2 (Excluding Steel structure frame work which is covered under the provisonal sum)
Included In Item, Page B6/2
m2
-
Support Steel Structure To the above Composite panel cladding
CARRIED TO COLLECTION
104,255.00
B9/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
35
LM
750.00
Amount Dhs
BILL NO 9 PAINTING AND DECORATION(Contd.) ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
A
Granite plinth at external elevation
CARRIED TO COLLECTION
26,250.00
26,250.00
B9/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
COLLECTION - BILL NO. 9 - PAINTING & DECORATION
From Page No. 9 / 1
250,492.00
From Page No. 9 / 2
104,255.00
From Page No. 9 / 3
26,250.00
CARRIED TO GRAND SUMMARY
380,997.00
B9/4
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
54
m
788.00
42,552.00
1
LS
11,884.00
11,884.00
1
Item
5,250.00
5,250.00
Amount Dhs
BILL NO 10 SPECIALIST ITEMS VANITY COUNTERS Supply and instal Vanity Counter with granite counter top including built- in wash basin, back spalsh and fasica on with mild steel support, all as per the detailed drawing A
Vanity counter 600mm wide
MIRRORS B
5mm thick mirror on 12mm thick commercial plywood backing, fixed with demountable stainless steel bracket
SIGNAGE C
Internal signage; such as Numbering for offices, Identification sign for Garbage, Pump room, Electrical room, Lift room, Ladies & Gents toilets etc., in Arabic and English
CARRIED TO COLLECTION
59,686.00
B10/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 10 SPECIALIST ITEMS (Contd.) WINDOW CLEANING EQUIPMENT SYSTEM A
Design supply, install and commisioning of proprietary made façade access equipement from a reputed to be used in the work all accordance with requirement
Provisional Sum
B
Allow for builder's work complete, including reinforced concrete fondations for rail to specialist's requirement for window cleaning equipement system.
Refer Bill No. 14
GARBAGE CONTAINERS C
2.5cu.m capacity, municipality type galvanized containers suitable to the Garbage room at Ground floor
4
Nos
5,250.00
21,000.00
GATE BARRIER SYSTEM D
Design supply, install and commisioning of access barrier system including remote controls by reputed specialist sub-contractor all in accordance with the requirement
Provisional Sum
E
Allow for builder's works complete to specialist's requirement
Refer Bill No. 14
CARRIED TO COLLECTION
21,000.00
B10/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 10 SPECIALIST ITEMS (Contd.) ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
CARRIED TO COLLECTION
-
B10/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
COLLECTION - BILL NO. 10 - SPECIALIST ITEMS
From Page No. 10 / 1
59,686.00
From Page No. 10 / 2
21,000.00
From Page No. 10 / 3
-
CARRIED TO GRAND SUMMARY
80,686.00
B10/4
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 11 EXTERNAL WORKS PAVINGS AND KERBS A
Precast concrete kerbs; hydraulically on and including beds all necessary excavation, backfilling, concrete and expansion joints.
Icluded in Provisional Sum Item -D, of Page B14/3
CONCRETE INTER LOCKING BLOCKS; COLOUR AND PATTERN TO ARCHITECTS APPROVAL B
60 mm thick on 50 mm thick (minimum) coarse granular sand
Icluded in Provisional Sum Item -D, of Page B14/3
BOUNDARY WALL C
2.4 m high boundary wall-Complete as per Drawing
43
m
595.00
25,585.00
PLANTERS D
Construction of planters including necessary waterproof, finishes, soft landscaping etc., complete
Provisional Sum
WATER BODY E
Construction of water body including necessary waterproof, waterproof, finishes etc., complete
CARRIED TO COLLECTION
Provisional Sum
25,585.00
B11/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 11 EXTERNAL WORKS (Contd.) ADDITIONAL ITEMS The tenderer is to detail below any additional items with quantities and rates not previously included to complete the build up of the lump sum tender price for this section of the works. Should the tenderer fail to insert any items here, it will be deemed that his lump sum price for the tender includes all items and no subsequent claim for any additional item will be entertained.
CARRIED TO COLLECTION
-
B11/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
COLLECTION - BILL NO. 11 - EXTERNAL WORKS
From Page No. 11 / 1
25,585.00
From Page No. 11 / 2
-
CARRIED TO GRAND SUMMARY
25,585.00
B11/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity
Unit
Rate
Amount Dhs
BILL NO 12 MECHANICAL WORKS AIR CONDITIONING WORKS A
Complete HVAC works including testing and commissioning to Engineer's approval
Provisional Sum
B
Related Builders works
Refer Bill No. 14
PLUMBING & DRAINAGE WORKS C
Sanitaryware & accessories (supply)
Provisional Sum
D
Underground drainage pipes, manholes, gully trap, floor trap, catch basins, floor clean out, grating, etc.
1
Item 7,063,025.00
7,063,025.00
As per nominated subcontractor Galadari MEP Quote E
Rainwater pipes, balcony drains & AC drain system
F
Soil/waste/vent pipes with all accessories
G
Installation of sanitaryware
H
Cold & hot water supply pipe with all accessories
J
Pex drops, internal & external valves with all accessories
K
Water heaters, booster pump set, transfer pump set, sump pump set,all as per Drawing & specfication
L
GRP hot pressed, non insulated sectional water tank in Basement as per drawing
M
GRP hot pressed, non insulated sectional water tank in the roof (02 Nos) as per drawing
N
Necessary Plumbing and drainage works for planters
P
Required plumbing and drainage for water body
Q
Related Builders works
Included in above ItemD
1
Item
76,975.00
76,975.00
FIRE FIGHTING WORKS R
S
Supply & installation of complete fire fighting system as per the design and specification. Fire fighting pumps shall be as per Dubai Civil Defence approval
Included in above Item-
Related Builders works
Included in above ItemQ
CARRIED TO GENERAL SUMMARY
D
7,140,000.00
B12/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
0.00
Included in Bill No. 12
BILL NO 13 ELECTRICAL & FIRE ALARM WORKS
1
Item
ELECTRICAL WORKS A
LV Panels including sub main and final DB
B
Isolators
C
PVC conduits and accessories
D
Wiring accessories Included in Bill No. 12 (Item D-P)
E
Powder cables & wires
F
Cable tray and accessories
G
Structural Cabling system
H
Emergency lighting system
J
Light fitting (supply only)
K
Light fitting (fixing only)
L
Floor trunking
M
Earthing system
Provisional Sum
Included in Bill No. 12 (Item D-P)
N
Electrical requirements for BMS System (P.Sum)
P
Electrical requirements for CCTV (P. Sum)
Q
R
Electrical requirements for SMATV System (P. Sum)
Refer Provisional Sum
Electrical requirement for Gate barrier system (P.Sum)
Included in Bill No. 12 (Item D-P)
S
Related Builders works for electrical installations
Included in Bill No. 12 (Item Q)
(For P.sum items measured separately)
FIRE ALARM SYSTEM T
Fire alarm system as per the drawings and Dubai Civil Defence approval
CARRIED TO GENERAL SUMMARY
Included in Bill No. 12 (Item D-P)
-
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Item Ref
Description
Quantity Unit
B13/1
Rate
Amount Dhs
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 14 PROVISIONAL SUMS A
Allow a provisional sum of Dhs.350,000/- towards supply & installation of "internal timber doors" to be carried out by a nominated supplier
A.1
Add main contractor's profits OH and attendance on item 'A' above
A.2
Allow a sum for builders work for item 'A' above including sub-frame
B
B.1
C
Allow a provisional sum of Dhs.25,800/- towards Supply of "Ironmongery" to be carried out by a nominated Subcontractor Add main contractors's profits OH and attendance on item 'B' above Allow Provisonal Sum of Dhs. 200,000/- Structural steel works to the receive Aluminium composite panel cladding as per the drawing and specification etc., all to Architect approval (except side entrances)
C.1
Add main contractors's profits OH and attendance on item 'C' above
C.2
Allow a sum for builders work for item 'C' above
D
Allow a provisional sum of Dhs.4,000,000/- towards Supply & Installation of 'Airconditioning' works to be carried out by a nominated Subcontractor
D.1
Add main contractors's profits OH and attendance on item 'D' above
D.2
Allow a sum for builders work for item 'D' above
E
E.1
Allow a sum of Dhs.200,000/- towards sanitary fittings by owner and fixed by contractor for all Allow a sum for Main Contractor's OH, Pofit & Attendance on Item "E" above
CARRIED TO COLLECTION
1
PS 350,000.00
8.00%
1
28,000.00
PS
25,800.00
8.00%
1
PS 200,000.00
8.00%
200,000.00 16,000.00
PS ##########
8.00%
1
25,800.00 2,064.00
8.00%
1
350,000.00
4,000,000.00 320,000.00
PS
200,000.00
200,000.00
16,000.00
5,157,864.00
B14/1
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 12 PROVISIONAL SUMS (Contd…………)
A
Allow a provisional sum of Dhs.200,000/- towards Supply & Installation of 'Pantry Cabinets" to be carried out by a nominated Subcontractor
A.1
Add main contractors's profits OH and attendance on item 'A' above
A.2
Allow a sum for builders work for item 'A' above
B
Allow a provisional sum of Dhs.150,000/- towards supply and installation of 'CCTV System' to be carried out by a nominated Subcontractor.
B.1
Add main contractor's profits OH and attendance on item 'B' above
B.2
Allow a sum for builders work for item 'B' above
C
Allow a provisional sum sum of Dhs. 1,000,000/- towards supply and installation of "Lifts ' to be carried out by a nominated Subcontractor.
C.1
Add main contractors's profits OH and attendance on item 'C' above
C.2
Allow a sum for builders work for item 'C' above
D
Allow a provisional sum of Dhs.50,000/- towards Supply & Installation of 'Building Directory Boards" to be carried out by a nominated Subcontractor
D.1
Add main contractors's profits OH and attendance on item 'D' above
D.2
Allow a sum for builders work for item 'D' above
CARRIED TO COLLECTION
1
PS
200,000.00
8.00%
1
16,000.00
PS
150,000.00
8.00%
1
8.00%
150,000.00
12,000.00
PS 1,000,000.00
8.00%
1
200,000.00
1,000,000.00
80,000.00
PS
50,000.00
50,000.00
4,000.00
1,512,000.00
B14/2
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 12 PROVISIONAL SUMS (Contd…………) A
Allow a Lump sum of Dhs.100,000/- towards Supply & Installation of "Television Antenna" to be carried out by anominated Subcontractor
A.1
Add main contractors's profits OH and attendance on item 'A' above
A.2
Allow a sum for builders work for item 'A' above
B
Allow a provisional sum of Dhs.200,000/- towards supply and installation of 'Building Management System' to be carried out by a nominated Subcontractor.
B.1
Add main contractor's profits OH and attendance on item 'B' above
B.2
Allow a sum for builders work for item 'B' above
C
Allow a provisional sum sum of Dhs. 60,000/- towards supply and installation of "Gate Barriers" ' to be carried out by a nominated Subcontractor.
C.1
Add main contractors's profits OH and attendance on item 'C' above
C.2
Allow a sum for builders work for item 'C' above
D
Allow a provisional sum of Dhs.200,000/- towards "Hard & Soft Landscaping Works" to be carried out by a nominated Subcontractor that includes First Floor Atrium/Sitting area flooring with planters & water bodies and external planters and water bodies including all finishes, waterproofing etc., complete
D.1
Add main contractors's profits OH and attendance on item 'D' above
D.2
Allow a sum for builders work for item 'D' above
E
Allow a provisional sum of Dhs.350,000/- towards Supply & installation of "Window Cleaning Equipment" to be carried out by a nominated Subcontractor
1
PS
100,000.00
8.00%
1
8,000.00
PS
200,000.00
8.00%
1
PS
60,000.00
60,000.00
4,800.00
PS
200,000.00
8.00%
1
200,000.00
16,000.00
8.00%
1
100,000.00
200,000.00
16,000.00
PS
350,000.00
E.1
Add main contractors's profits OH and attendance on item 'E' above
E.2
Allow a sum for specific builders work for item 'E' above
1
LS
20,000.00
20,000.00
Allow a provisional sum of Dhs.150,000/- towards the supply of light fittings
1
PS
150,000.00
150,000.00
F
F.1
Add main contractors's profits OH and attendance
CARRIED TO COLLECTION
8.00%
350,000.00
8.00%
28,000.00
12,000.00
1,164,800.00
B14/3
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
BILL NO 12 PROVISIONAL SUMS (Contd…………) A
Allow a provisional sum of Dhs.50,000/- M.S Structural & Metal decking including column for the side entrances all as per the drawing and specification etc., all to the Architect approval
1
A.1
Add main contractors's profits OH and attendance on item 'A' above
8.00%
A.2
Allow a sum for builders work for item 'A' above
1
CARRIED TO COLLECTION
PS
50,000.00
50,000.00
4,000.00
LS
15,000.00
15,000.00
69,000.00
B14/4
Commercial Building (B+G+2) On Plot No. 367-625
EMSQUARE Engg. Consultants
Description
Item Ref
Quantity Unit
Rate
Amount Dhs
COLLECTION - BILL.12 - PROVISIONAL SUMS
From Page No. 14 / 1
5,157,864.00
From Page No. 14 / 2
1,512,000.00
From Page No. 14 / 3
1,164,800.00
From Page No. 14 / 4
69,000.00
CARRIED TO GRAND SUMMARY
7,903,664.00
B14/5
EMSQUARE Engg.
Commercial Building (B+G+2) On Plot No. 367-625
Consultants
OPTION A th
Date : 5 Consultant/Client preferred MEP subcontractor + Consultant/Client preferred Aluminum subcontractor
Description
Item Ref
Amount ( Dhs.)
GRAND SUMMARY SECTION-A PRELIMINARIES
Page PRELM/3
2,352,780.40
BILL NO. 1 SUBSTRUCTURE
Page B1 / 9
7,573,438.45
BILL NO. 2 SUPER STRUCTURE
Page B2 / 4
4,699,886.65
BILL NO. 3 BLOCK WORKS
Page B3 / 3
759,955.00
BILL NO. 4 ROOFING & WATERPROOFING
Page B4 / 4
672,853.00
BILL NO. 5 CARPENTRY & JOINERY
Page B5 / 6
PS
BILL NO. 6 METAL WORKS
Page B6 / 8
4,768,377.00
BILL NO. 7 LIFTS
Page B7 / 3
PS
BILL NO. 8 PLASTERWOKS & OTHER FLOOR, WALL &
Page B8 / 10
4,341,777.50
BILL NO. 9 PAINTING & DECORATION
Page B9 / 4
380,997.00
BILL NO. 10 SPECIALIST ITEMS
Page B10 / 4
80,686.00
BILL NO. 11 EXTERNAL WORKS
Page B11 / 3
25,585.00
BILL NO. 12 MECHANICAL AND FIRE FIGHTING WORKS
Page B12 / 1
7,140,000.00
BILL NO.13 ELECTRICAL & FIRE ALARM WORKS
Page B13 / 1
-
BILL NO.14 PROVISIONAL SUMS
Page B14 / 5
7,903,664.00
SUB-TOTAL
40,700,000.00
SECTION-B
CEILING
NET ADJUSTIMENTS IF ANY (+/-)
GRAND TOTAL CRRIED TO FORM OF TENDER
-
40,700,000.00
July 2011
TENDER SUMMARY SHEET Tender For :
Gen Manager:
B+G+2 COMMERCIAL BUILDING AT SHAIKH ZAYED ROAD
Co lin Veitch
Tender No :
Trad itio n al
TS/045
Building Costs
% Tender Cost
B/A Add
B/A Deduct
Offered Discount %
Sum
Material
5,304,852
0
0
0
0.00
0
5,304,852
Labour
2,305,367
0
0
0
0.00
0
2,305,367
5.66
Sub-contract
18,816,996
0
0
0
0.00
0
18,816,996
46.23
Direct Plant / Tools Prime cost rates
Buying Discount
Totals
13.03
490,434
0
0
0
0.00
0
490,434
1.20
1,845,771
0
0
0
0.00
0
1,845,771
4.54
0
0
0
0
0
0
-
28,763,420
70.67
Durables
28,763,420
Sub Total
Contingency / Risk
0.00
%
0
Building Costs Total =
-
28,763,420
28,763,420
70.67
On Costs
Prelims
Tender Cost
B/A Add
B/A Deduct
Totals
2,240,743
0
0
2,240,743
5.51
814,000
2.00
Agency Fees Planning & Building Regulation Fees
On Costs Total
=
3,054,743
TOTAL BUILDING COSTS AND ON COSTS
3,054,743
7.51
31,818,163
78.18
Contribution Contribution
(as % of Total Building Costs & On Costs)
3.18
%
1,013,173
Others
2.49
0
-
1,013,173
1,013,173
2.49
Abnormals Added Margin %
Totals
Sum
Nett Nominated Sub-contractors
0
+
0
=
0
-
Nominated Sub-contractors
0
+
0
=
0
-
Nominated Suppliers
0
+
0
=
0
-
7,285,800
+
582,864
=
7,868,664
19.33
Dayworks
0
+
0
=
0
-
frayland Provisional Sums
0
+
0
=
0
-
0
=
0
-
0
=
0
Provisional Sums
Clients Contingency
+
Fixed Price Allowance for MEP
+
8.00 0.00 5.00
Sub Total
-
7,868,664
7,868,664
19.33
40,700,000
100.00
Adjustment to the BOQ
TOTAL TO FORM OF TENDER
Executive Summary Gross
Nett
582,864
1.43%
1.491%
Floor Area
=
191,429
Sqft
Anticipated Margin
1,013,173
2.49%
2.591%
Cost Per Sqft 2
=
212.61
Per Sqft
Overall Margin
1,596,037
3.92
4.082%
Programme
=
78
Rate of Spend
=
Added Margin
DATE : MARK-UP DISTRIBUTION PROVISIONAL SUMS ALL PRIME COST RATES ALL FINISHES ALUMINIUM / METAL STRUCTURE PRELIMS MEP
8% 5% 5% 5% 5% 5% 5%
521,794.87 January 10, 2011
Weeks Per Week
Boundary wall Item
Description
Qty
Unit
Unit Rate
0.02
m3
#####
Amount Dhs.
Resource type
(for1 meter)
Superstructure Reinforced OPC concrete; Mix C40 / 20
C
In columns
7.66 MAT MAT PLANT MAT MAT LAB LAB LAB PLANT TOOLS -
C
Coping beam
0.04
m3
#####
12.93 MAT MAT PLANT MAT MAT LAB LAB LAB PLANT TOOLS -
Formwork N
To columns + beam
0.87
m2
#####
111.67 MAT MAT MAT MAT MAT DUR LAB LAB LAB LAB TOOLS
Reinforcements A
Various diameters
22.29
kg
3.99
88.94 SUB SUB PLANT PLANT PLANT MAT MAT LAB LAB
TOOLS
Block work
Hollow blockwalls C
200mm Thick
1.60
m2 67.14
107.42 MAT MAT MAT MAT MAT MAT LAB LAB PLANT
TOOLS
Finishes
Cement and sand plastering; finished with steel float, including expanded metal lath reinforcing strips, angel beads, corner beads, stop beads. A
On walls; to receive paint
3.80
m2 32.57
123.77 MAT MAT MAT MAT MAT MAT MAT LAB LAB LAB LAB
TOOLS Painting
Coating system; "Profile Décor", consisting of one coat acrylic Emulsion / Tex Primer, one coat Profile Décor (Trowel applied), with top Jotashield coat from M/s Jotun or other equal and approved C
On plastered wall and columns
3.80
m2 30.00
114.00 SUB SUB SUB TOOLS
TOTAL SUMMARY OF TYPE-A B/W
AV/S1.1
566.39
#
-
Description
SRC 40/20 ready mix Temp. Controll -ICE Mobile pump charge Hessain Sweet water (curing) Helper - con placing Helper - con curing Mason Vibrator Small Tools
SRC 40/20 ready mix Temp. Controll -ICE Mobile pump charge Hessain Sweet water (curing) Helper - con placing Helper - con curing Mason Vibrator Small Tools
Usage Wastage Gross Units /BOQ Unit % usage
1.00 10.00% 1.00 10.00% 1.00 10.00% 6.67 0.00% 11.11 0.00% 1.00 0.00% 1.00 0.00% 1.00 0.00% 1.00 0.00% 1.00% 0.00% 0% 0% 0%
1.00 10.00% 1.00 10.00% 1.00 10.00% 6.67 0.00% 11.11 0.00% 1.00 0.00% 1.00 0.00% 1.00 0.00% 1.00 0.00% 1.00% 0.00% 0% 0% 0%
1.10 1.10 1.10 6.67 11.11 1.00 1.00 1.00 1.00 1.00% 0.00 0.00 0.00
1.10 1.10 1.10 6.67 11.11 1.00 1.00 1.00 1.00 1.00% 0.00 0.00 0.00
m3 m3 m3 m2 gal Hrs Hrs Hrs Hrs %
m3 m3 m3 m2 gal Hrs Hrs Hrs Hrs %
Resourc e Rate
214.00 15.00 20.00 0.50 0.12 12.00 12.00 12.00 5.50 320.07
214.00 15.00 20.00 0.50 0.12 12.00 12.00 12.00 5.50 320.07
Unit CostAmount (Dhs)
323.27 235.40 16.50 22.00 3.34 1.33 12.00 12.00 12.00 5.50 3.20 0.00 0.00 0.00
7.66
323.27 235.40 16.50 22.00 3.34 1.33 12.00 12.00 12.00 5.50 3.20 0.00 0.00 0.00
12.93
18mm thk marine plywood 4.26 White wood 0.192 Wire nails 0.60 Mould Oil 0.17 Formwork Sundries 4.26 STANDARD props 3.2-4.87m 0.00 0.50 Helper- Make Formwork Carpenter -Make Formwork 0.50 0.50 Helper- Fix & De-shutter Carpenter -Fix and De-shutter 0.50 Small Tools 3.00%
Cut and bend T. steel bars Cost escalation Transportation Crane 50 ton Diesel Binding wires Wheel spacers Helper Steel Fixer
Small Tools
1.000 1.000 0.000 1.000 0.000 0.015 0.300 0.020 0.040
2%
10% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0%
0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
4.69 0.21 0.60 0.17 4.26 0.00 0.50 0.50 0.50 0.50 3.00%
1.000 1.000 0.000 1.000 0.000 0.015 0.300 0.020 0.040 0.000 0.000 0.000 0.000 0.020
m2 m3 kg Ltr m2 Nos Hrs Hrs Hrs Hrs %
kg kg kg Hrs gal Kg Nos Hrs Hrs
%
7.81 250.00 2.50 4.00 2.00 1.00 12.00 12.00 12.00 12.00 124.09
2.850 0.050 0.032 0.229 8.55 4.50 0.23 10.80 10.80
3.91
127.82 36.64 52.76 1.49 0.68 8.53 Prelims 0.00 6.00 6.00 6.00 6.00 3.72
111.67
3.990 2.850 0.050 0.000 0.229 0.000 0.068 0.068 0.216 0.432 0.000 0.000 0.000 0.000 0.078
88.94
200 thk hollow blocks OP cement Sand Sweet water G.I wall ties G.I Block mesh Helper Mason Transportation
Small Tools
OP Cement Sand S.S. Plaster mesh S.S. Angle bead S.S. Plaster stop Concrete nails Sweet water Helper - Fix accessories Mason - Fix accessories Helper - Rush and plaster Mason - Rush and plaster
Small Tools
12.500 0.080 0.020 1.800 2.000 3.000 1.000 1.000 1.000
3%
0.242 0.021 0.95 0.223 0.200 4.500 1.600 0.250 0.250 0.500 0.500
3%
3.00% 12.875 Nos 3.00% 0.082 bags 3.00% 0.021 m3 3.00% 1.854 Gal 0.00% 2.000 Nos 5.00% 3.150 m 0.00% 1.000 Hrs 0.00% 1.000 Hrs 0.00% 1.000 m2 0.00% 0.000 0.00% 0.000 0.00% 0.000 0.00% 0.000 0.00% 0.030 %
5% 5% 5% 5% 5% 5% 0% 0% 0% 0% 0% 0% 0% 0%
0.254 0.022 0.992 0.234 0.210 4.725 1.600 0.250 0.250 0.500 0.500 0.000 0.000 0.030
Bags m3 m m m kg gal Hrs Hrs Hrs Hrs
%
2.400 16.650 63.000 0.108 0.90 0.90 12.00 12.00 2.78 0.00
65.18
16.50 65.000 5.50 3.72 5.90 0.05 0.12 12.00 12.00 12.00 12.00
31.62
67.14 30.900 1.372 1.298 0.200 1.800 2.835 12.000 12.000 2.778 0.000 0.000 0.000 0.000 1.955
107.42
32.57 4.193 1.433 5.457 0.871 1.239 0.236 0.192 3.000 3.000 6.000 6.000 0.000 0.000 0.949
123.77
Jotun Berger Caparol Small tools
-
1.00 0.00%
0.00% 0.00% 0.00% 0.00%
0.00 0.00 1.00 0.00%
97.18
1.27
99.12
m2 m2 m2 %
-
114.00
35.00 39.00 30.00 0.00
30.00 30.00 -
######
######
566.39
100.00%
Total Subcontract (Sub)
Total Materials (Mat)
Total Labour (Lab)
Total Durables (Dur)
Total Plant (Plant)
Total Prime Cost (PC)
6.08
0.85
0.00
0.00
0.65
0.00
10.26
1.44
0.00
0.00
1.10
0.00
87.45
20.97
0.00
0.00
0.00
0.00
3.01
14.44
64.64
0.00
5.10
0.00
61.45
38.40
0.00
0.00
4.44
0.00
51.76
68.40
0.00
0.00
0.00
0.00
0.00
0.00
114.00
0.00
0.00
0.00
220.01
144.50
178.64
-
11.30
-
38.84%
25.51%
31.54%
0.00%
2.00%
0.00%
OH Atten/O & H/Profit PROFIT on PS Total Provisional Sum (PS)
Total Tools (Tools)
0.00%
0.00
0.08
TRUE
0.00%
0.00
0.13
TRUE
0.00%
0.00%
0.00
3.25
TRUE
0.00%
1.74
TRUE
0.00%
.
0.00
0.00
3.13
TRUE
0.00%
0.00
3.60
TRUE
0.00%
0.00
0.00
TRUE
-
11.93
TRUE
0.00%
2.11%
0.00%
0.00%
LAST UPDATED ON No
Description
1 2 3 4 5 6 7 8 9
Labour Helper Mason BP MasonBPCM Carpenter Steel Fixer Painter Electricians Electrical Helpers Plumbers
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 29 30 31
Material OP Cement SR Cement Sand 8" Solid block 8" Hollow block 6" Hollow block 4" hollow block 10" Hollw block 6" Solid block 4" Solid block 10' Solid Block 8" Termal Block 10" Thermal Block 12"Thermal block Com. plywood 18mm Marine plywood 18mm White wood wired nails White cement Road Base Fenomastic Gold Fenomastic Matt (STD) Fenomastic Matt (SPL) Fenomastic Primer White Fenomastic S/g Silk (SPL) PVA Primer Pengard HB (A+B) Stucco Durathane Comp (A+B) Acrylic Primer Texo Compound
32 33 34 35 36 37 38
Pengauard Primer A+B Futura A+B Thinner No.17 Thinner No.10 Sweet water 5000 gal Salt water 3000 gal Filling sand / Subkha
39 40
Kerb Stone Pavers
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
MACHINERY Shovel Shovel & Truck (20m3) Tipper Truck Hire (20m3) Tipper Truck Hire (20m3) Roller compactor Plate Compactor JCB / CAT Excavator JCB with hammer Mobile crane 35 ton Bob cat Deisel
6/26/2011
Company Rate
Outside Rate
Unit
12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00
10.00 12.00 14.00 14.00 14.00 16.00 18.00 12.00 14.00
Dhs/Hrs Dhs/Hrs Dhs/Hrs Dhs/Hrs Dhs/Hrs Dhs/Hrs Dhs/Hrs Dhs/Hrs Dhs/Hrs
Grade
Basic
Temp
Pump
CONCRETE
Emcon Emcon Emcon Emcon Emcon Emcon Emcon Emcon Emcon Emcon Apex
16.50 20.00 65.00 3.40 2.40 2.20 2.00 3.00 3.20 3.00 4.00 3.80 4.30 6.00 94.00 135.00 1,000.00 20.00 28.00 55.00 313.00 160.00 205.00 74.00 217.00 57.00 391.00 57.00 475.00 74.00 103.00 391.00 727.00 147.00 222.00 600.00 600.00 35.00
Dhs/Bag Dhs/Bag Dhs/m3 Dhs/No Dhs/No Dhs/No Dhs/No Dhs/No Dhs/No Dhs/No Dhs/No Dhs/No Dhs/No Dhs/No sheet sheet m3 8kg Dhs/Bag Dhs/m3 Dhs/5USG Dhs/5USG Dhs/5USG Dhs/5USG Dhs/5USG Dhs/5USG Dhs/20L Dhs/5USG Dhs/20L Dhs/5USG Dhs/5USG Dhs/20L Dhs/17.5L Dhs/20L Dhs/20L Dhs/trip Dhs/trip Dhs/m3
21.00 Dhs/Lm 36.00 Dhs/m2
150.00 400.00 375.00 100.00 200.00 90.00 80.00 120.00 180.00 50.00 9.80
Dhs/Hrs Dhs/Trip Dhs/Trip Dhs/Hrs Dhs/Day Dhs/Day Dhs/Hrs Dhs/Hrs Dhs/Hrs Dhs/Hrs Dhs/I gal
OPC C20/20 C25/20 C30/20 C35/20 C40/20
179.00 193.00 198.00 207.00 214.00
CONMIX 15.00 15.00 15.00 15.00 15.00
20.00 20.00 20.00 20.00 20.00
SRC C20/20 C25/20 C30/20 C35/20 C40/20
184.00 198.00 203.00 212.00 219.00
15.00 15.00 15.00 15.00 15.00
20.00 20.00 20.00 20.00 20.00
BISHAH STEEL (CUT & BENT) 8 mm 2,850.00 Tonne 10 - 32 mm 2,850.00 Tonne
PLASTER AND BLOCK ACCESSORIES G.I Wall ties / General 1.00 Dhs/No G.I Block ladder 11.50 Dhs/No G.I Block mesh 3.00 Dhs/m2 G.I Cavity wall ties 1.00 Dhs/No S.S wall ties / General 3.20 Dhs/No S.S Block ladder 11.50 Dhs/No S.S Block mesh 5.70 Dhs/m2 S.S Cavity wall ties 3.20 Dhs/No G.I Corner mesh 3.00 Dhs/m G.I plaster mesh/coil lath 1.50 Dhs/m G.I Angle bead 1.00 Dhs/m G.I Plaster stop bead 1.40 Dhs/m S.S.Plaster mesh/coil lath 5.50 Dhs/m S.S Angle bead 3.72 Dhs/m S.S Plaster stop 5.90 Dhs/m
PLAXIT SPRAY PLASTER
AED
01 Tone - dry mix Coverage per tone Avg RotaryCost Rotary to be replace every Transportation of material Mixing cilo - N/A with plaxit Therfore rental cost of cilo Water Terefor total cost per 1m2
325.00 40.00 1,000.00 1,000.00 Free N/A 300.00 0.12 13.47
Fuel consumption 35 galons per 10 hrs day N/A N/A 20 galons per 10 hrs day 20 galons per 10 hrs day 10 galons per 10 hrs day 30 galons per 10 hrs day 30 galons per 10 hrs day 35 galons per 10 hrs day 15 galons per 10 hrs day
AED/Tone m2 AED m2 to dubai AED/day AED/m2
Turkey Turkey
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