B+G+2 BOQ- (367-625)

(1)

SECTION 'A' PRELIMINARIES

(2)

SECTION 'B' CIVIL AND MEP WORKS

(3)

BILL #1 SUBSTRUCTURE

(4)

BILL # 2 SUPER STRUCTURE

(5)

BILL # 3 BLOCK WORK

(6)

BILL # 4

(7)

CARPENTARY & JOINERY BILL # 5

(8)

METAL WORK BILL # 6

(9)

BILL # 7 LIFT INSTALLATION

(10)

BILL # 8

(11)

BILL # 9

(12)

SPECIALIST ITEMS BILL # 10

(13)

BILL # 11 EXTERNAL WORKS

(14)

BILL # 12

(15)

ELECTRICAL AND FIRE ALARM WORKS BILL # 13

(16)

BILL # 14 PROVISIONAL ITEMS

(17)

(18)

Item Ref Description Quantity Unit Rate Amount Dhs PRELIMINARIES

Allow for the mobilization and maintenance of the

following site establishments 1 LS 2,352,780.00 2,352,780.40

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/- Not to be

per day , due to delays in completion of the project carried to

attributed to the contractor 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

(19)

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

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Item Ref Description Quantity Unit Rate Amount Dhs

COLLECTION - PRELIMINARIES

From Page No. 1/2 2,352,780.40

From Page No. 2/2 -

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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 Not included in

Main Contractor's

B Remove surplus excavated material from site Scope (By Others)

C Local excavation (manual) as per the structural

drawing 1 LS 15,000.00 15,000.00

Filling

D 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

E Backfilling at places where shoring is removed after

completion 1 LS 5,699.00 5,699.00

Dewatering

F Dewatering for keeping the excavations free of water Not Applicable

by whatever method deemed necessary to Architect's (By Others)

approval

Shoring

G Design supply and install shoring with seacant /contiguous Not Applicable

pile shoring system or similar to form perimeter protection (By Others)

system including necessary services diversion, protection, dewatering all to Dubai Municipality approval.

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Item Ref Description 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

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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) 573 m3 266.00 152,418.00

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 4430 m3 291.00 1,289,130.00

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CARRIED TO COLLECTION 1,543,500.00

(25)

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

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C In 250 mm thick solid suspended slab 114 m3 387.00 44,118.00

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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

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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.

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K In 250 mm thick wall 332 m3 435.00 144,420.00

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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 996,337.00 kg 3.85 3,835,897.45

C Heavy duty cast iron grating to specialist's details 7 m 269.00 1,883.00

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 179 No 94.00 16,826.00

Expansion Joint

E Expansion joint 25 mm thick bitumen impregranted compressible filler board and mastic sealant on backing rod

(cover measured separately) 45 m 98.00 4,410.00

Thermal Insulation

F 50 mm thick thermal insulation as per DM

requirement 1 Item 18,027.00 18,027.00

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

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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

C 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

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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 335 m 253.00 84,755.00

CARRIED TO COLLECTION 84,755.00

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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.

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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 -

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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

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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

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E In steps, staircases/Landings 75 m3 578.60 43,395.00

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G Water tank deck and beams (lower roof level) 36 m3 540.00 19,440.00

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SUPER STRUCTURE(Contd.) CONCRETE WORKS(Contd.)

A In lintels 25 m3 616.00 15,400.00

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D In parapets walls 62 m3 829.00 51,398.00

E Design,supply and install concrete fascias as shown Excluded

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F Necessary formwork for the various structural elements Incleded in

corresponding concrete items Bar Reinforcement

G High tensile steel reinforcement as per specification 666,209 kg 3.85 2,564,904.65

SUNDRIES Expansion Joint

H Expansion joint: 25 mm thick bitumen impregranated compressible filler board and mastic sealant on

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SUPER STRUCTURE(Contd.) CONCRETE WORKS(Contd.) ADDITIONAL ITEMS

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COLLECTION - BILL NO. 2 - SUPERSTRUCTURE

From Page No. 2 / 1 2,003,304.00

From Page No. 2 / 2 2,696,582.65

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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

Sundries

E Damp proof course as specified 335 m 10.00 3,350.00

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BLOCK WORK ADDITIONAL ITEMS

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COLLECTION - BILL NO. 3 - BLOCK WORKS

From Page No. 3 / 1 759,955.00

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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 Supply and Apply Polyurethane foam 45mm thick

(avg) with density 48kg/m3 3711 m2 126.00 467,586.00

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

B4/1

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Item Ref Description 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 F 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 G 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

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

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Item Ref Description Quantity Unit Rate Amount Dhs BILL NO 4( Contd.)

ROOF & WATERPROOFING WORKS (Contd.) ADDITIONAL ITEMS

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 -

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From Page No. 4 / 1 500,563.00

From Page No. 4 / 2 172,290.00

CARRIED TO GRAND SUMMARY 672,853.00

B4/4

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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 Provisional Sum

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

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Item Ref Description 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 Provisional Sum

(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

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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 Provisional

Sum E Door Type T5 1200x2300

F Door Type T6 1000x2100 G Door Type T7 1200x2300

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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 Provisional

Sum - 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)

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IRONMONGERY (Contd.) ADDITIONAL ITEMS

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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

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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) 24 No 2,888.00 69,312.00

B Door Type M1- 2400x2400

Included In Item-A, Page B6/2 C Door Type M2- 1200x2400

D S/S Fire Cabinet Door 6 No 2,625.00 15,750.00

E Window Type W1 4300x900 Included In Item-A, Page B6/2

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METAL WORK(Contd.)

ALUMINIUM / GLASS DOORS

1 Item 4,462,500.00 4,462,500.00 As per nominated sub-contractor Al

Fahya

Supply and installation the following Aluminium / Glass quote

doors & as specified complete with all irongmongery, allto Architect to approval.

As per Nominated Sub Contractor M/s Al Fayha's Quotation

A Door Type A1- 1800x2300 No

B Door Type A2- 1800x2100 No

included above

C Door Type A4- 2400x2400 No

D Door Type A5- 2100x2400 No

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CURAIN WALLINGS & WINDOWS

Design, supply and install heavy duty aluminium curtain walling system as per the drawing and specification etc., all to Architect approval

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 CARRIED TO COLLECTION -

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BILL NO 6

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

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 -

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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 SKY LIGHTS

As per Nominated Sub Contractor M/s Al Fayha's Quotation F 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

B6/5

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Staircase Railing

A 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. Included In Item, Page B6/2

Void Railing @ Second Floor

B 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

Expansion Joint covers

C Expansion joint covers for the internal wall expansion joint

as details --- 52 m 98.00 5,096.00

D Expansion joint covers for internal floor expansion joint

as detail (Floor)--- 183 m 98.00 17,934.00

E Expansion joint covers for external vertical expansion joint

as detail (Wall)--- 29 m 98.00 2,842.00

F Epoxy coated G.I. ladder at roof 3 Nos 4,961.00 14,883.00

8' -2" High

G Epoxy coated G.I. ladder at AirWell 8 Nos 18,070.00 144,560.00

35' - 2" High

Sundries

As per Nominated Sub Contractor M/s Al Fayha's Quotation H 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

J 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 Provisional Sum

the side entrances all as per the drawing and specification etc., all to the Architect approval

M M.S. Structural steel works to the receive Aluminium Provisional Sum

composite panel cladding as per the drawing and

specification etc., all to Architect approval 1 No 0.00

-CARRIED TO COLLECTION 220,815.00

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METAL WORK(Contd.) ADDITIONAL ITEMS

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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 / 6 220,815.00

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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:

i) Steel hoist beams/hooks in the lift machine room and Item above each lift centres

ii) Supporting and seperating beams with fixing Item

required for hoist way and machine room Refer Bill No. 14

iii) Wiring from the alarm panel to elevator controller Item terminals for automatic recalling of elevator during fire

D Allow for providing all 'As Built' drawings and service Item manuals for the total lift installation

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Item Ref Description Quantity Unit Rate Amount Dhs BILL NO7

LIFT INSTALLATION ADDITIONAL ITEMS

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COLLECTION - BILL NO. 7 - LIFTS

From Page No. 7 / 1 From Page No. 7 / 2

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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 21355 m2 29.00 619,295.00

B 20 mm thick on concrete or blockwork walls Not Applicable

EXTERNAL PLASTERWORK FINISHES

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

C 20 mm thick on concrete or blockwork walls 2500 m2 34.00 85,000.00 Allow a Provisional Qty of 1200 m for below Item

D Extra over for groove in plaster 1200 m 17.00 20,400.00

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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 Cement sand screed 75mm thick with 10mm aggregates

smooth finish using power float machine 3456 m2 43.00 148,608.00 B 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 C Cement sand screed 75mm thick with 10mm aggregates

smooth finish using power float machine and anti-dust

paint 52 m2 84.00 4,368.00

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

granite flooring allow a PC Rate of Dhs. 300/m2 188 m2 436.00 81,968.00 E 20mm thick cut to size polished granite tile flooring allow a

PC Rate of Dhs. 300/m2 104 m2 436.00 45,344.00

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 5400 m2 87.00 469,800.00

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Ceramic tile finish floor, laying to pattern on and including cement and sand screed overall 70 mm thick and grouting to approval

A Unglazed ceramic tiles, allow a P.C. rate of Dhs. 14/m2 for

supply of tiles 135 m2 53.00 7,155.00

B Unglazed ceramic tiles 30cmx30cm,allow a P.C. rate of

Dhs. 20/m2 for supply of tiles 16 m2 60.00 960.00

Porcelain tile finish floor, laying to pattern on and cement and sand screed overall 70 mm thick and grouting to approval

C 30x60cm porcelain tiles, allow a P.C. rate of Dhs. 30/m2

for supply of tiles 470 m2 71.00 33,370.00

D 15x30cm porcelain tiles, allow a P.C. rate of Dhs. 30/m2

for supply of tiles 78 m2 71.00 5,538.00

E 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

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 45 m2 236.00 10,620.00 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 77 m2 57.00 4,389.00

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 350 LM 113.00 39,550.00 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 254 LM 373.00 94,742.00

(72)

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

Ceramic tile finish walls; fixing with approved adhesive to plaster, fixing to pattern and grouting with epoxy based grout to Architect's approval

B Glazed tiles, allow a P.C. rate of Dhs14/m2 for supply

only 250 m2 58.00 14,500.00

C Glazed tiles, allow a P.C. rate of Dhs 20/m2 for supply

only 130 m2 65.00 8,450.00

Porcelain tile finish walls; fixing with approved adhesive to plaster, fixing to pattern and grouting with epoxy based grout to Architect's approval

D 30cmx60cm porcelain tile; PC Supply rate Dhs.30/m2

2750 m2 76.00 209,000.00 E Porcelain tile cladding PC Supply Rate Dhs.45/m2

2240 m2 93.00 208,320.00 F 30cmx60cm groved porcelain tile PC supply rate

Dhs.50/m2 75 m2 98.00 7,350.00

(73)

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 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 B 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

C 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

D 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

E Gypsum bulkhead details along the curtain wall

as per detailed drawings 142 LM Included in the Above

PC rate 80/m2, Item-B

(74)

INTERNAL SKIRTING FINISHES A 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

B Mosaic skirting 10 cm high with top rounding on and

including cement and sand backing, grouting etc., 118 LM 20.00 2,360.00 C 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 D 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 E 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 F 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

G 100mm high MDF painted skirting 30 LM 105.00 3,150.00

(75)

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

WINDOW SILLS

C 30mm thick first quality polished granite window sill top

all as per the detail drawing and Architect's approval 215 LM 263.00 56,545.00

S/S TOP

D Stainless steel brush finish top to the plumbing wall in

blocks, all as per the detail and Architect's approval 105 Item 105.00 11,025.00

(76)

Mirrors

A 600 mm dia. Concave mirrors at basement parking area 3 No 240.00 720.00

Corner and Wall Guards

B 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

C Wall guards at ramp as per DM requirement and

Architect's approval 40 m 61.00 2,440.00

Basement Foot path

D 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 E 60 mm thick interlock pavers on concrete upstand and

bed, all to Architect's approval 640 m2 58.00 37,120.00

(77)

ADDITIONAL ITEMS

(78)

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

CARRIED TO GRAND SUMMARY 4,341,777.50

COLLECTION - BILL NO. 8 - PLASTER WORK & OTHER FLOOR WALL &

(79)

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 13025 m2 13.00 169,325.00

(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 2945 m2 15.00 44,175.00

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 1156 m2 32.00 36,992.00

(80)

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 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

A Plastered walls and soffits 2500 m2 32.00 80,000.00

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

Alumiminium composite panel cladding

D Composite panel cladding with approved subcontractor Included In Item, Page B6/2

including necessary backing at PC rate of Dhs. 325/-m2 (Excluding Steel structure frame work which is covered

under the provisonal sum) m2

-E Support Steel Structure To the above Composite panel cladding

(81)

PAINTING AND DECORATION(Contd.) ADDITIONAL ITEMS

A Granite plinth at external elevation

35 LM 750.00 26,250.00

(82)

From Page No. 9 / 1 250,492.00

From Page No. 9 / 2 104,255.00

From Page No. 9 / 3 26,250.00

(83)

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 54 m 788.00 42,552.00

MIRRORS

B 5mm thick mirror on 12mm thick commercial plywood

backing, fixed with demountable stainless steel bracket 1 LS 11,884.00 11,884.00

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 1 Item 5,250.00 5,250.00

(84)

SPECIALIST ITEMS (Contd.)

WINDOW CLEANING EQUIPMENT SYSTEM

A Design supply, install and commisioning of proprietary Provisional Sum made façade access equipement from a reputed

to be used in the work all accordance with requirement

B Allow for builder's work complete, including reinforced Refer Bill No. 14 concrete fondations for rail to specialist's requirement for

window cleaning equipement system.

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 Provisional Sum barrier system including remote controls by reputed

specialist sub-contractor all in accordance with the requirement

E Allow for builder's works complete to specialist's Refer Bill No. 14 requirement

(85)

SPECIALIST ITEMS (Contd.) ADDITIONAL ITEMS

(86)

Item Ref Description 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 -

(87)

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, Provisional Sum finishes, soft landscaping etc., complete

WATER BODY

E Construction of water body including necessary waterproof, Provisional Sum waterproof, finishes etc., complete

(88)

EXTERNAL WORKS (Contd.) ADDITIONAL ITEMS

(89)

COLLECTION - BILL NO. 11 - EXTERNAL WORKS

From Page No. 11 / 1 25,585.00

(90)

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 sub-contractor 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

Included in above Item-D

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 1 Item 76,975.00 76,975.00

FIRE FIGHTING WORKS

R 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-D

S Related Builders works Included in above

Item-Q

(91)

BILL NO 13

ELECTRICAL & FIRE ALARM WORKS 1 Item 0.00 Included in Bill

No. 12 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) Provisional Sum

K Light fitting (fixing only) L Floor trunking

M Earthing system Included in Bill

No. 12 (Item D-P) N Electrical requirements for BMS System (P.Sum)

P Electrical requirements for CCTV (P. Sum) Q

Electrical requirements for SMATV System (P. Sum)

Refer Provisional Sum

R 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

Included in Bill No. 12 (Item D-P)

(92)

Item Ref Description Quantity Unit Rate Amount Dhs

(93)

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 1 PS 350,000.00 350,000.00

A.1 Add main contractor's profits OH and attendance 8.00% 28,000.00 on item 'A' above

A.2 Allow a sum for builders work for item 'A' above including sub-frame

B Allow a provisional sum of Dhs.25,800/- towards Supply of "Ironmongery" to be carried out by a

nominated Subcontractor 1 PS 25,800.00 25,800.00

B.1 Add main contractors's profits OH and attendance 8.00% 2,064.00 on item 'B' above

C 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) 1 PS 200,000.00 200,000.00

C.1 Add main contractors's profits OH and attendance 8.00% 16,000.00 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 1 PS ########## 4,000,000.00

D.1 Add main contractors's profits OH and attendance 8.00% 320,000.00 on item 'D' above

D.2 Allow a sum for builders work for item 'D' above

E Allow a sum of Dhs.200,000/- towards sanitary fittings

by owner and fixed by contractor for all 1 PS 200,000.00 200,000.00 E.1 Allow a sum for Main Contractor's OH, Pofit & Attendance

on Item "E" above

8.00% 16,000.00

(94)

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 1 PS 200,000.00 200,000.00 A.1 Add main contractors's profits OH and attendance 8.00% 16,000.00

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. 1 PS 150,000.00 150,000.00 B.1 Add main contractor's profits OH and attendance 8.00% 12,000.00

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. 1 PS 1,000,000.00 1,000,000.00

C.1 Add main contractors's profits OH and attendance 8.00% 80,000.00 on 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 1 PS 50,000.00 50,000.00 D.1 Add main contractors's profits OH and attendance 8.00% 4,000.00

on item 'D' above

(95)

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 1 PS 100,000.00 100,000.00 A.1 Add main contractors's profits OH and attendance 8.00% 8,000.00

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. 1 PS 200,000.00 200,000.00 B.1 Add main contractor's profits OH and attendance 8.00% 16,000.00

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. 1 PS 60,000.00 60,000.00 C.1 Add main contractors's profits OH and attendance 8.00% 4,800.00

on 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 1 PS 200,000.00 200,000.00 D.1 Add main contractors's profits OH and attendance 8.00% 16,000.00

on 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 350,000.00 350,000.00 E.1 Add main contractors's profits OH and attendance 8.00% 28,000.00

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 F Allow a provisional sum of Dhs.150,000/- towards the

supply of light fittings 1 PS 150,000.00 150,000.00

F.1 Add main contractors's profits OH and attendance 8.00% 12,000.00

(96)

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 PS 50,000.00 50,000.00

A.1 Add main contractors's profits OH and attendance 8.00% 4,000.00 on item 'A' above

A.2 Allow a sum for builders work for item 'A' above 1 LS 15,000.00 15,000.00

(97)

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

(98)

Item Ref

Description

Amount ( Dhs.)

GRAND SUMMARY

SECTION-A

PRELIMINARIES

Page PRELM/3

2,352,780.40

SECTION-B

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 &

CEILING

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

-

subcontractor

(99)

Gen Manager: Tender No : TS/045

Building Costs %

Tender B/A B/A Offered Totals

Cost Add Deduct Discount

% Sum

Material 5,304,852 0 0 0 0.00 0 5,304,852 13.03

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 490,434 0 0 0 0.00 0 490,434 1.20

Prime cost rates 1,845,771 0 0 0 0.00 0 1,845,771 4.54

Durables 0 0 0 0 0 0

-28,763,420 Sub Total 28,763,420 70.67

Contingency / Risk 0.00 % 0

-Building Costs Total = 28,763,420 28,763,420 70.67

On Costs

Tender B/A B/A Totals

Cost Add Deduct

Prelims 2,240,743 0 0 2,240,743 5.51

Agency Fees 814,000 2.00

Planning & Building Regulation Fees

-On Costs Total = 3,054,743 3,054,743 7.51

TOTAL BUILDING COSTS AND ON COSTS 31,818,163 78.18

Contribution

Contribution (as % of Total Building Costs & On Costs) 3.18 % 1,013,173 2.49

Others 0

-1,013,173 1,013,173 2.49

Abnormals

Totals

% Sum

Nett Nominated Sub-contractors 0 + 0 0

-Nominated Sub-contractors 0 + 0 0

-Nominated Suppliers 0 + 0 0

-Provisional Sums 7,285,800 + 8.00 582,864 7,868,664 19.33

Dayworks 0 + 0 0

-frayland Provisional Sums 0 + 0.00 0 0

-Clients Contingency + 0 0

-Fixed Price Allowance for MEP + 5.00 0 0

-Sub Total 7,868,664 7,868,664 19.33

Adjustment to the BOQ

TOTAL TO FORM OF TENDER 40,700,000 100.00

Executive Summary

Gross Nett

Added Margin 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 Weeks

Rate of Spend = 521,794.87 Per Week

DATE : January 10, 2011

MARK-UP DISTRIBUTION

PROVISIONAL SUMS 8%

ALL PRIME COST RATES 5%

ALL FINISHES 5% ALUMINIUM / METAL 5% = = = = = Buying Discount Added Margin = = =