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EMSQUARE Engg. Consultants Commercial Building (B+G+2)On Plot No. 367-625

SECTION 'A'

PRELIMINARIES

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SECTION 'B'

CIVIL AND MEP WORKS

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BILL #1

SUBSTRUCTURE

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BILL # 2

SUPER STRUCTURE

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BILL # 3

BLOCK WORK

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BILL # 4

ROOFING & WATERPROOFING

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CARPENTARY & JOINERY

BILL # 5

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METAL WORK

BILL # 6

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BILL # 7

LIFT INSTALLATION

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BILL # 8

PLASTER WORK AND OTHER FLOOR, WALL AND CEILING FINISHES

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BILL # 9

PAINTING & DECORATION

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SPECIALIST ITEMS

BILL # 10

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BILL # 12

MECHANICAL AND FIRE FIGHTING WORKS

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ELECTRICAL AND FIRE ALARM WORKS

BILL # 13

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BILL # 14

PROVISIONAL ITEMS

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GRAND SUMMARY

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Item Ref Description Quantity Unit Rate Amount Dhs

PRELIMINARIES

Allow for the mobilization and maintenance of thefollowing 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 includinsystem for Clinet's representattive , Consultant andsupervision staff

C Site office facilties for Contractor's supervision staff

D Lighting and power for the works

E Water for the works

F Runnin and maintenace cost of the site

G Performance bond

H Insurance of the work, third party and workmen compensation

J Buildin ermit fees

K Consultant's extended supervision shall be @ Dhs.2000/- Not to beer da , due to dela s in com letion of the ro ect carried to

attributed to the contractor summary

The Contractor shall provide :-

L Cranes and lift ing 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 withorders , laws and re ulations as er Dubai Munici alit

CARRIED TO COLLECTION 2,352,780.40

PRELIM/1

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PRELIMINARIES (Contd.)

A Allow for demobilization of site establishement to thesatisfaction of the Architect

B Allow for clearin awa rubbish and leavin the sitetid at com letion to the satisfaction of the Architect

CARRIED TO COLLECTION -

PRELIM/2

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COLLECTION - PRELIMINARIES

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

From Page No. 2/2 -


PRELIM/3

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BILL NO 1

SUB STRUCTURE

EXCAVATION AND EARTH WORKS

Excavation including any necessary plankingand struttin , dis osal or backfillin of soil and dewaterin

A Mass excavation to reduce levels Not included inMain Contractor's

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

C Local excavation (manual) as per the structuraldrawing 1 LS 15,000.00 15,000.00

Fill in

D 250mm thick, compacted subka filling compacted in layersnot exceedin 150mm to 95% maximun dr densit (u toexcavation level by Enabling - Contractor) upto to the levelto 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

Dewaterin

F Dewaterin for kee in the excavations free of water Not A licable 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)s stem includin necessar services diversion, rotection,dewatering all to Dubai Municipality approval.

CARRIED TO COLLECTION 129,249.00

B1/1

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BILL NO 1

SUB STRUCTURE

PRE CONSTRUCTION TERMITE PROOFINGNG

Design, supply and lay pre construction termite treatmentto form chemical barrier for the concrete surfaces in contactwith soil. The concentration of termicide to roduce 1%active solution. All in compliance with Dubai Municipalityspecification 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 erimeter trenches 335 m 2.00 670.00


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BILL NO 1

SUB STRUCTURE (Contd.)

CONCRETE WORKS

Plain concrete ; grade C25/20 containing a minimum of300 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;containin a minmimum of 370 k /m3 of SRC/and 40N/mm2 @ 28 days with maximum freewater cement ratio of 0.45 refer note (No. 6a) anddurability requirements to comply specification andDrawing

Note : Reinforcement measured seperately

B In Raft slab 800mm 500 mm thick 4430 m3 291.00 1,289,130.00

C In Raft slab 700 mm thick N/A

D Drop panels (raft) 354 m3 288.00 101,952.00

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B1/3

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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 freewater cement ratio of 0.45, refer note (No.6a) anddurability reuirements to comply with specification andDrawing

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

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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

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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

G In drop panel to the slab 67 m3 387.00 25,929.00

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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 freewater cement ratio of 0.45, refer note (No.6a) anddurability reuirements to comply with specification andDrg.

H In Colums 79 m3 557.00 44,003.00

J In 200 mm thick wall 63 m3 564.00 35,532.00

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


B1/4

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BILL NO 1



Formwork

A Necessary formwork for the various structural elements

Bar Reinforcement

B Hi h tensile steel reinforcement as er s ecification 996,337.00 k 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 sto s h draulicall ressed,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 DMrequirement 1 Item 18,027.00 18,027.00

Masonr 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 roofin (measured se aratel ) 1542 m2 29.00 44,718.00


B1/5

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BILL NO 1



WATER PROOFING

Pro rietar membrane and the like as detailed ondrawin and to Architect's a roval

A 1000 gauge: laid under structural slabs/foundations . 5723 m2 3.00 17,169.00

B Angle fillet between PCC blinding below raft anderimeter 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


B1/6

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Item Ref Description Quantity Unit Rate Amount DhsBILL NO 1



SUNDRIES; DAMP PROOFING (Contd.)

Externally Placed Water Stop

A 250 mm wide PVC waterstops with continuous for bulbsnot less than 20 mm high for use on flat vertical andhorizontal surfaces 335 m 253.00 84,755.00


B1/7

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BILL NO 1


ADDITIONAL ITEMS

The tenderer is to detail below any additional items withquantities and rates not previously included to completethe build up of the lump sum tender price for this sectionof the works. Should the tenderer fail to insert an itemshere, it will be deemed that his lump sum price for thetender includes all items and no subsequent claim for anyadditional item will be entertained.

CARRIED TO COLLECTION

B1/8

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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 Pa e No. 1 / 5 4,032,785.45

From Page No. 1 / 6 849,654.00

From Pa e No. 1 / 7 84,755.00

From Page No. 1 / 8 -


B1/9

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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 anddurability requirements to comply with Table 6 Refergeneral specification and Drawing Note: Reinforcementmeasured se eratel

A In Columns 286 m3 554.00 158,444.00

B In 200 mm thick wall 261 m3 561.00 146,421.00

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Reinforced concrete including formwork grade 40/20;containing a minmimum of 370 kg/m3 of OPC, 40N/mm328 days with maximum free water cement ratio of 0.5durability requirements to comply with Table 6 Refergeneral speicification and Drg. Note : Reinforcementmeasured 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

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

F In Drop panels 342 m3 582.00 199,044.00

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


B2/1

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BILL NO 2

SUPER STRUCTURE 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

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D In parapets walls 62 m3 829.00 51,398.00

E Design,supply and install concrete fascias as shown Excludedon drg

Formwork

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F Necessar formwork for the various structural elements Incleded incorrespondingconcrete items

Bar Reinforcement

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

SUNDRIES

Ex ansion Joint

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

backing rod 216 m 98.00 21,168.00

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B2/2

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BILL NO 2

SUPER STRUCTURE(Contd.)


ADDITIONAL ITEMS

The tenderer is to detail below any additional items withquantities and rates not previously included to completethe build up of the lump sum tender price for this sectionof the works. Should the tenderer fail to insert any itemshere, it will be deemed that his lum sum rice for thetender includes all items and no subsequent claim for anyadditional item will be entertained.


B2/3

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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

From Pa e No. 2 / 3 -

CARRIED TO GRAND SUMMARY 4,699,886.65

B2/4

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BILL NO 3

BLOCK WORK

Hollow concrete blocks; avera e com ressive stren th 7.5 N/mm2; bedded and jointed in cement and sand mortar(1:4); tiled to concrete columns and beams with stainlesssteel 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 blocksfrom EMCON or equivalent as per DM latestrules 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


B3/1

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BILL NO 3

BLOCK WORK

ADDITIONAL ITEMS

The tenderer is to detail below any additional items withquantities and rates not previously included to completethe build u of the lum sum tender rice for this sectionof the works. Should the tenderer f ail to insert any itemshere, it will be deemed that his lump sum price for thetender includes all items and no subsequent claim for anyadditional item will be entertained.


B3/2

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COLLECTION - BILL NO. 3 - BLOCK WORKS

From Page No. 3 / 1 759,955.00


CARRIED TO GRAND SUMMARY 759,955.00

B3/3

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BILL NO 4

ROOFING & WATERPROOFING WORKS

FLAT ROOFING

Clean the entire surface and remove all debris from theroof structure to receive waterproofing system

Modern Combo System

A Su l and A l Pol urethane 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 Se aration la er 3711 m2

D Ridges in panel using expansion joint board and cementsand mortar 3711 m2

E Protective screed concrete (M26/10) to slo e 3711 m2

F Angle fillet in cement sand mortar along the parapet/

upstand 500 m

G Final Coat acr lic cementation rotective coatin 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 RCCdeckin 293 m2 105.00 30,765.00


B4/1

Included in Above Item -A

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Item Ref Description Quantity Unit Rate

Amount DhsBILL NO 4( Contd.)

ROOFING & WATERPROOFING WORKS (Contd.)

Upstands and parapets to roofing

A 21/2' x 21/2" cement and sand (1:3) an le 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 millfinish flashin 660 m 18.00 11,880.00

Waterproofing to all kitchens, bathrooms, toilets,planters and all wet areas generally

D Cement sand an le fillet to wet areas. 1134 LM 8.00 9,072.00

E 1 layer of Trem proof 60 single component bitumenmodified 1.5mm thick membrane (horizontal) 541 m2 44.00 23,804.00

F Trem proof 60, single component modified 1.5mm thick membrane irth as er drawin to wet areas (vertical) 1134 m 11.00 12,474.00

SundriesAllow Provisional Qty of 2000m2 for below Item

G Two coats of bituminous paint as damp proof coating onconcrete /masonary walls to approval (behind Aluminiumcladding) 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


B4/2

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BILL NO 4( Contd.)

ROOF & WATERPROOFING WORKS (Contd.)

ADDITIONAL ITEMS

The tenderer is to detail below any additional items withquantities and rates not previously included to completethe build u of the lum sum tender rice for this sectionof the works. Should the tenderer fail to insert any itemshere, it will be deemed that his lump sum price for thetender includes all items and no subse uent claim for anadditional item will be entertained.

Note: The Contractor is reuired to insure the roofingand othe rwaterproofing works in favour of the Employerfor a period of 10 years against any defects or leakages.


B4/3

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From Pa e No. 4 / 1 500,563.00

From Pa e No. 4 / 2 172,290.00

From Pa e No. 4 / 3 -


B4/4

COLLECTION-BILL NO. 4 - ROOFING & WATERPROOFING

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BILL NO 5

CARPENTRY & JOINERY

DOORS

Supply and install timber doors; complete withwooden frames rebated or plain fixed toblock/concrete wall, with e ox coated mild steelholdfast, hardwood sub frames and matchinghardwood architraves on both s ides f inished andinstalled to Architect's a roval;

- All fire rated doors shall be 54 mm thick soilid coreflush doors

- All other doors shall be 45 mm thick solid core flush doors

- The fire rated doors shall have intumescent stri s allaround 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 withcalcium silicate boards of thickness to achieve specifiedfire rating

- All glass in vision panels in fire rate doors shall be 6 mm Provisional Sumthick wired fire rated glass to approval with intumescentgasket.

- Doors on upstands to have frame on all four sides withrubber seal to have weather roof assembl

- All doors to have sound insulating quilt internally toa roval

- 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 thicknessof the wall


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BILL NO 5(Contd.)

CARPENTARY & JOINERY(Contd.)

DOORS

VENEER FINSIHED DOORS

Finish for Shutter

V - Veneer finished on both sides with of 0.6 mmdecorative ash/cherry beech veneer to match theEK wing, stained to Architect's approval finished withtwo coats of polyurathane lacquer paint, high gloss

Flush for Frames and Architraves

Frames and architraves shall be solid beachwoodstamed to Architect's approval, finished with two

polyurathene lacquer panit to match the doors

Flush Doors with Decorative Veneer on one side andlaminated (decorative veneer pattern) finish on the other

VL - Veneer finished on one sides with of 0.6 mmdecorative ash/cherry beech veneer to match theexisting 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 Beachwoodstained to Architect's approval.finished with two coats of polyurathane lacquer

paint to match the doors.

LAMINATED DOORSFinish 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 twool urathene lac uer anit to match the doors


B5/2

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BILL NO 5(Contd.)

CARPENTARY & JOINERY (Contd.)

Flush doors with Decorative Veneer finish onboth sides

A Door Type T1 900x2100

B Door T e T2 850x2100

C Door Type T3 750x2100

D Door Type T4 1000x2100 ProvisionalSum

E Door Type T5 1200x2300

F Door Type T6 1000x2100

G Door Type T7 1200x2300


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BILL NO 5(Contd.)

IRONMONGERY

Su l and installat ion of Ironmon er com lete

- All ironmon re shall be fitted in factor drilled holesand mortices

- Lockin arran ements to have one master ke includinfor timber/ steel /aluminium doors to Architect's approval

- Main door handle /lock to be provided by the Clientand 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 securitydoor 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 otherironmongery 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 woodlipping and 18mm thick MDF board shutter both side

plastic laminate finish (Gents and Ladies Toilet block inFirst Floor and Second floor)

B 900mm deep, 1050mm x 2200mm high, 18mm thick laminated board cabinet and shelf with beech woodlipping and 18mm thick MDF board shutter both side

plastic laminate finish (near Gents and Ladies Toilet block in First Floor and Second floor)


B5/4

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BILL NO 5(Contd.)

IRONMONGERY (Contd.)

ADDITIONAL ITEMS



B5/5

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From Page No. 5 / 1

From Page No. 5 / 2

From Page No. 5 / 3

From Pa e No. 5 / 4

From Page No. 5 / 5

CARRIED TO GRAND SUMMARY

B5/6

COLLECTION - BILL NO. 5 - CARPENTRY & JOINERY

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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- 2400x2400Included In Item-A, Page B6/2

C Door T e 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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BILL NO 6

METAL WORK(Contd.)

ALUMINIUM / GLASS DOORS1 Item 4,462,500.00 4,462,500.00

As per nominated

sub-contractor Al

FahyaSupply and installation the following Aluminium / Glass quotedoors & 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 Noincluded above

C Door T e A4- 2400x2400 No

D Door Type A5- 2100x2400 No


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BILL NO 6

METAL WORK(Contd.)

CURAIN WALLINGS & WINDOWS

Design, supply and install heavy duty aluminium curtainwalling system as per the drawing and specification etc.,all to Architect a rovalAs 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


B6/3

Included in above Item, Page B6/2

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BILL NO 6

METAL WORK(Contd.)

As per Nominated Sub Contractor M/s Al Fayha's QuotationCURAIN 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 WINDOWSSupply and install aluminium framed glass windows as per the drawing and specfication etc., all to Architect approval(for exact dimension follow the windows scheduledrawin )

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



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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

SKY LIGHTSAs per Nominated Sub Contractor M/s Al Fayha's Quotation

F Sky light 1-16500x12200 10800 x 16200

G Sk li ht 2-10400x12200 18600 x 16200

H Sky light 3-4200x2400 3900 x 2400

J Support Steel Structures To the above Sky Lights



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BILL NO 6

METAL WORK(Contd.)As per Nominated Sub Contractor M/s Al Fayha's QuotationStaircase Railin

A 900 mm overall high railing comprising of Powder coated aluminium box section as toprail and aluminiumtubes as intermidiate vertical post ovel tubes asintermidiate layers. Included In Item, Page B6/2As per Nominated Sub Contractor M/s Al Fayha's QuotationVoid Railin Second Floor

B 1100mm overall high railing comprising of 12 mm thick

Tempered glass and brushed stainless steel pipe and flatsections all as per detail drawing and specification Included In Item, Page B6/2

Ex ansion Joint covers

C Expansion joint covers for the internal wall expansion jointas details ----- 52 m 98.00 5,096.00

D Ex ansion oint covers for internal floor ex ansion ointas detail (Floor)--- 183 m 98.00 17,934.00

E Expansion joint covers for external vertical expansion jointas detail (Wall)--- 29 m 98.00 2,842.00

F E ox 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

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

H Natural Anodized finish Aluminium box louvers to the rear elevation includin necessar M.S Box sections andsupports as per the drawing and specification etc., all toArchitect approval Included In Item, Page B6/2

J Powder Coated aluminium Calustra with Standardaccessories and watertank Pum 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 Sumthe side entrances all as er the drawin andspecification etc., all to the Architect approval

M M.S. Structural steel works to the receive Aluminium Provisional Sumcomposite panel cladding as per the drawing ands ecification etc., all to Architect a roval 1 No 0.00 -


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BILL NO 6

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 Pa e No. 6 / 6 220,815.00



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BILL NO7

LIFT INSTALLATION

Supply and install and maintain by specialist the followingLifts, all in accordance with the general and particularspecifications

A Passenger lifts Provisional Sum

B Builder's work on item 'A' above includin rovidinscaffolding 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 Itemmanuals for the total lift installation


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BILL NO7

LIFT INSTALLATION

ADDITIONAL ITEMS

The tenderer is to detail below an additional items withquantities and rates not previously included to completethe build up of the lump sum tender price for this sectionof the works. Should the tenderer fai l to insert any itemshere, it will be deemed that his lump sum price for thetender includes all items and no subsequent claim for anyadditional item will be entertained.


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COLLECTION - BILL NO. 7 - LIFTS

From Pa e No. 7 / 1

From Page No. 7 / 2


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BILL NO 8

PLASTER WORK AND OTHER FLOOR, WALLAND CEILING FINISHES

INTERNAL PLASTERWORK FINISHES

Cement and sand au ed lasterwork includin allex amet stainless steel lathin , or similar and to Architect'sapproval, at junctions of different backgrounds; stainlesssteel 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 renderin includin all labours, Ex ametstainless steel lathing or similar and to Architect's approvalat junctions of different backgrounds, stainless steel renderstop and angle beadsAllow a Provisional Qt 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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BILL NO 8

PLASTER WORK AND OTHER FLOOR WALLAND 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 aggregatessmooth finish using power float machine 3456 m2 43.00 148,608.00

B Cement concrete screed 75mm thick with P.P. Fibre meshand anti skid epoxy resin coating from approved supplier 4628 m2 94.00 435,032.00

C Cement sand screed 75mm thick with 10mm aggregatessmooth finish using power float machine and ant i-dust

paint 52 m2 84.00 4,368.00

First ualit , olished ranite finished floor, la in to pattern, cut to size, waterproofing underside, groutingwith epoxy based ground on and including cement andsand screed 70 mm thick overall floor finish all toArchitects a roval.

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

Vertified Graniti tile finish floor, laying to pattern onand including cement and sand screed , epoxy basedgrouting to approval 70mm thick overall floor finish

F Vertified Graniti Tiles allow a P.C. rate of Dhs. 35/m245/m2 for tiles 5400 m2 87.00 469,800.00


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BILL NO 8


Ceramic tile finish floor, laying to pattern on and includingcement and sand screed overall 70 mm thick and routinto approval

A Unglazed ceramic tiles, allow a P.C. rate of Dhs. 14/m2 forsupply 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 andcement and sand screed overall 70 mm thick and routin

to approval

C 30x60cm porcelain tiles, allow a P.C. rate of Dhs. 30/m2for supply of tiles 470 m2 71.00 33,370.00

D 15x30cm porcelain tiles, allow a P.C. rate of Dhs. 30/m2for supply of tiles 78 m2 71.00 5,538.00

E Combination of 30cm x 60cm matt porcelain tile with10cm 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 cementsand screed overal 70mm thick and self levellingto a roval

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 andincluding cement and sand screed overall 70 mm thick andgrouting to approval

G Mosaic tile flooring as per Finishes Schedule 77 m2 57.00 4,389.00

TREADS AND RISERS

Mosaic treads and risers, la in to attern, on andcement and sand screed overall 70 mm thick and groutingto approval

G Treads and risers mosiac tile with local marble chi sas per Dubai Civil Defence requirement 350 LM 113.00 39,550.00

Polished ranite treads and risers, la in to attern, cut tosize water proofing underside , grouting with epoxy basedgrout on and including cement and sand screed

E Polished granite steps, allow a PC rate of Dhs.200/-per mfor supply only 254 LM 373.00 94,742.00


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BILL NO 8


INTERNAL WALL FINISHES Note: Tenderer to refer to Finishes Schedule

First ualit olished ranite wall claddin , cut to sizewith s.s cramps and hooks on plaster dabs, grouting withepoxy based grout etc. to Architect's approval

A Granite wall cladding with groove and 25mm wide oakwood strip between the granite cladding ; allow a PC rateof Dhs.300/-per m2 for supply 725 m2 494.00 358,150.00

Ceramic tile finish walls; fixing with approved adhesive tolaster, fixin to attern and routin with e ox based

grout to Architect's approval

B Glazed tiles, allow a P.C. rate of Dhs14/m2 for supplyonl 250 m2 58.00 14,500.00

C Glazed tiles, allow a P.C. rate of Dhs 20/m2 for supplyonly 130 m2 65.00 8,450.00

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

D 30cmx60cm porcelain tile; PC Supply rate Dhs.30/m22750 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 rateDhs.50/m2 75 m2 98.00 7,350.00


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BILL NO 8


INTERNAL CEILING FINISHES

* Tenderer to refer to Finishes Schedule

* Tenderer to design and provide for any additionalstrutural steel framing or supports wherever required for

the sus ension s stem.

1/2'' thick moisture resistant gypsum board suspendeds stem with aint finish on concealed ri id sus ensionsystem to include but not limited to : -1/2'' thick gypsum board fixed to M/F suspension jointsta ed, filled smoothed 1 coat of rimer, 1 coat of otaforce (reinforcing fibre) to all surface, 2 coats of stuccominimum two coats of specifed paint where applicable.

A Decorative gypsum board suspended ceiling includingaintin , with bulkhead, cornice and indirect li ht detail

PC supply and fix rate of Dhs.120/-per m2 1246 m2 126.00 156,996.00

B 60x60cm vin l faced sum tile and aluminium backinwith exposed plain slimline suspension system (excludingany bulkhead) allow a Supply & Fix PC rate Dhs. 80/= perm2 including bulk heads 8806 m2 84.00 739,704.00

C 60x60cm vinyl faced gypsum tile and aluminium backingwith ex osed rid sus ension s stem (excludinany bulkhead) allow a Supply & Fix PC rate Dhs. 50/= perm2 605 m2 52.50 31,762.50

D S ra laster technic ue for cei lin with aint finish(pigmented) from Hitech or approved supplier, colourand texture as per Engineer's approval (applied directlyonto the slab soffit) 5933 m2 21.00 124,593.00

E Gypsum bulkhead details along the curtain wallas per detailed drawings 142 LM Included in the Above

PC rate 80/m2, Item-B


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BILL NO 8


THRESHOLDS

Thresholds 30mm thick first quality polished bottocinomarble with rounded edge in variying lengths and to matchdoor 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 ualit olished ranite window sill toall 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 er the detail and Architect's a roval 105 Item 105.00 11,025.00


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Item Ref Description Quantity Unit Rate Amount DhsBILL NO 8


Mirrors

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

Corner and Wall Guards

B 75 x 75 x 1000 mm high heavy duty solid neoprenecorner guards, as per DM requirement and to Achitect'sa roval 350 No 40.00 14,000.00

C Wall guards at ramp as per DM requirement andArchitect's approval 40 m 61.00 2,440.00

Basement Foot path

D Precast concrete kerbs; h draulicall on and includin beds all necessary excavation, backfilling, concreteand 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


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BILL NO 8


ADDITIONAL ITEMS

The tenderer is to detail below any additional items withquantities and rates not previously included to completethe build up of the lump sum tender price for this sectionof the works. Should the tenderer fail to insert an itemshere, it will be deemed that his lump sum price for the

tender includes all items and no subsequent claim for anyadditional item will be entertained.


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From Pa e No. 8 / 1 724,695.00

From Page No. 8 / 2 1,185,120.00

From Pa e No. 8 / 3 278,539.00

From Page No. 8 / 4 805,770.00

From Pa e 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



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

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BILL NO 9

PAINTING AND DECORATION

INTERNAL

Prepare and apply one coat primer, two coats of filler and two to coats of Fenomastic aint from Jotun

A Plastered walls 13025 m2 13.00 169,325.00 (Excludin above false ceilin )

Prepare and apply one coat of primer two coats of filler and two finishin coats of lead free alk d based marineoil paint to Architect's approval.

B Plastered walls, Deck guards from Forsroc or equivalent 2945 m2 15.00 44,175.00

Pre are and a l four coats solvent based heavtectured epoxy system as given below to plastered wallsand soffits, all in accordance with the manufacturer'srecommendations to include but not limited to:-

i) One sealer coat of solvent based two pack pure epoxy(non-acr lic) resin consistin of Base and Hardner

ii) One sealer coat of solvent based two pack pure epoxyresin consisting of Base and Hardner in the ratio of 3:2

iii) Two coats of solvent based two pack polyurathaneconsisting of Base and Hardner in the ratio of 10:1

C Plastered wallsAll walls of staircase from basement to roof 1156 m2 32.00 36,992.00


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BILL NO 9

PAINTING AND DECORATION(Contd.)

EXTERNAL

Prepare and apply four coats solvent based heavytectured epoxy system as given below to plastered wallsand soffits

i) One sealer coat of solvent based two pack pure epoxy resin consistin 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 polyurathaneconsisting of Base and Hardner in the ratio of 10:1

Allow a Provisional Qt of 2500 m2 for below ItemA Plastered walls and soffits 2500 m2 32.00 80,000.00

Prepare and apply two coats of polyester based roadmarking paint (including for kerb stone)

B Parkin ba dividin lines 1 Item 15,750.00 15,750.00

C Directional arrows 1 Item 8,505.00 8,505.00

Alumiminium composite panel cladding

As per Nominated Sub Contractor M/s Al Fayha's QuotationD Com osite anel claddin with a roved subcontractor Included In Item, Page B6/2

including necessary backing at PC rate of Dhs. 325/-m2(Excluding Steel structure frame work which is coveredunder the provisonal sum) m2 -

E Support Steel Structure To the above Composite panelcladding


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BILL NO 9

PAINTING AND DECORATION(Contd.)

ADDITIONAL ITEMS

The tenderer is to detail below any additional items withquantities and rates not previously included to completethe build up of the lump sum tender price for this sectionof the works. Should the tenderer fail to insert any itemshere, it will be deemed that his lump sum price for thetender includes all items and no subsequent claim for anyadditional item will be entertained.

A Granite plinth at external elevation

35 LM 750.00 26,250.00


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From Pa e No. 9 / 1 250,492.00

From Page No. 9 / 2 104,255.00

From Page No. 9 / 3 26,250.00


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EMSQUARE Engg. Consultants

Item Ref Description

BILL NO 10

SPECIALIST ITEMS

VANITY COUNTERS

Su l and instal Vanit Counter with ranito includin built- in wash basin, back s alon with mild steel su ort, all as er the detdrawin

A Vanit counter 600mm wide

MIRRORS

B 5mm thick mirror on 12mm thick commercia backin , fixed with demountable stainless st

SIGNAGE

C Internal si na e such as Numberin for offiIdentification si n for Garba e Pum room room Lift room Ladies & Gents toilets etc. and En lish


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BILL NO 10

SPECIALIST ITEMS Contd.

WINDOW CLEANING E UIPMENT SYSTE

A Desi n su l install and commisionin of rmade faade access e ui ement from a re utedto be used in the work all accordance with re u

B Allow for builder's work com lete includin reconcrete fondations for rail to s ecialist's re uwindow cleanin e ui ement s stem.

GARBAGE CONTAINERS

C 2.5cu.m ca acit munici alit t e alvanizedsuitable to the Garba e room at Ground floor

GATE BARRIER SYSTEM

D Desi n su l , install and commisionin of acc barrier s stem includin remote controls b res ecialist sub-contractor all in accordance withre uirement

E Allow for builder's works com lete to s ecialisre uirement


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BILL NO 10

SPECIALIST ITEMS Contd.

ADDITIONAL ITEMS

The tenderer is to detail below an additionaluantities and rates not reviousl included to

the build u of the lum sum tender rice forof the works. Should the tenderer fail to inserhere, it will be deemed that his lum sum ritender includes all items and no subse uent cadditional item will be entertained.


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COLLECTION - BILL NO. 10 - SPECIALI

From Pa e No. 10 / 1




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BILL NO 11

EXTERNAL WORKS (Contd.)

ADDITIONAL ITEMS

The tenderer is to detail below an additional items uantities and rates not reviousl included to com

the build u of the lum sum tender rice for this seof the works. Should the tenderer fail to insert an ihere it will be deemed that his lum sum rice for ttender includes all items and no subse uent claim foadditional item will be entertained.


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COLLECTION - BILL NO. 11 - EXTERNAL W




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BILL NO 12

MECHANICAL WORKS

AIR CONDITIONING WORKS

A Complete HVAC works including testing and commissioningto En ineer 's a roval

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

MEPQuote

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 inBasement as per drawing

Included in above Item-D

M GRP hot pressed, non insulated sectional water tank in theroof (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 perthe 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

CARRIED TO GENERAL SUMMARY 7,140,000.00

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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 accessoriesIncluded 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 fit ting (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)

QElectrical requirements for SMATV System (P. Sum)

Refer ProvisionalSum

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)

CARRIED TO GENERAL SUMMARY -

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BILL NO 12

PROVISIONAL SUMS (Contd)

A Allow a provisional sum of Dhs.200,000/- towardsSupply & Installation of 'Pantry Cabinets" to becarried 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% 16,000.00on item 'A' above

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

B Allow a provisional sum of Dhs.150,000/- towardssupply and installation of 'CCTV System' to becarried 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% 12,000.00on 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/- towardssupply and installation of "Lifts ' to be carried out by anominated Subcontractor. 1 PS 1,000,000.00 1,000,000.00

C.1 Add main contractors's profits OH and attendance 8.00% 80,000.00on item 'C' above

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

D Allow a provisional sum of Dhs.50,000/- towardsSupply & 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% 4,000.00on item 'D' above

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


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BILL NO 12


A Allow a Lump sum of Dhs.100,000/- towardsSupply & Installation of "Television Antenna" to becarried out by anominated Subcontractor 1 PS 100,000.00 100,000.00


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

B Allow a provisional sum of Dhs.200,000/- towardssupply 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% 16,000.00on 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/- towardssupply and installation of "Gate Barriers" ' to be carriedout by a nominated Subcontractor. 1 PS 60,000.00 60,000.00

C.1 Add main contractors's profits OH and attendance 8.00% 4,800.00on 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 anominated Subcontractor that includes First FloorAtrium/Sitting area flooring with planters & water bodiesand external planters and water bodies including allfinishes, waterproofing etc., complete 1 PS 200,000.00 200,000.00

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

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

E Allow a provisional sum of Dhs.350,000/- towardsSupply & 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% 28,000.00on 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 thesupply 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


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BILL NO 12


A Allow a provisional sum of Dhs.50,000/- M.S Structural& Metal decking including column for the side ent rancesall as per the drawing and specification etc., all to theArchitect approval 1 PS 50,000.00 50,000.00


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


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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


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Date : 5 th July 2011

Item Ref Description Amount ( Dhs.)

GRAND SUMMARY

SECTION-A

PRELIMINARIES Pa e PRELM/3 2,352,780.40

SECTION-B

BILL NO. 1 SUBSTRUCTURE Page B1 / 9 7,573,438.45

BILL NO. 2 SUPER STRUCTURE Pa e B2 / 4 4,699,886.65

BILL NO. 3 BLOCK WORKS Pa e B3 / 3 759,955.00

BILL NO. 4 ROOFING & WATERPROOFING Pa e B4 / 4 672,853.00

BILL NO. 5 CARPENTRY & JOINERY Pa e 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 Pa e B11 / 3 25,585.00

BILL NO. 12 MECHANICAL AND FIRE FIGHTING WORKS Pa e B12 / 1 7,140,000.00

BILL NO.13 ELECTRICAL & FIRE ALARM WORKS Pa e B13 / 1 -

BILL NO.14 PROVISIONAL SUMS Pa e B14 / 5 7,903,664.00

SUB-TOTAL 40,700,000.00

-

Consultant/Client preferred MEP subcontractor + Consultant/Client preferred AluminumOPTION A

NET ADJUSTIMENTS IF ANY (+/-)

GRAND TOTAL CRRIED TO FORM OF TENDER 40,700,000.00

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Tender For :

Gen Manager: Tender No : TS /045

Building Costs

Tender B/A B/A Offered TotalsCost 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 TotalsCost 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 SummaryGross 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 : J anuary 10, 2011

MARK-UP DISTRIBUTIONPROVISIONAL SUMS 8ALL PRIME COST RATES 5ALL FINISHES 5ALUMINIUM / METAL 5STRUCTURE 5PRELIMS 5MEP 5

=

=

=

=

=

BuyingDiscount

Added Margin

=

=

=

TENDER SUMMARY SHEET

B+G+2 COMMERCIAL BUILDING AT SHAIKH ZAYED ROAD

Colin Veitch Traditional

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Boundary wall

Item Description Qty UnitUnitRate

AmountDhs.

Resourcetype

(for1 meter)

Superstructure

Reinforced OPC concrete; Mix C40 / 20

C In columns 0.02 m3 ##### 7.66 MATMATPLANTMATMATLABLABLABPLANTTOOLS

-

- -

C Coping beam 0.04 m3 ##### 12.93 MATMATPLANTMATMATLABLABLABPLANTTOOLS

- - -

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Formwork

N To columns + beam 0.87 m2 ##### 111.67 MATMATMATMATMATDUR LABLABLABLABTOOLS

Reinforcements

A Various diameters 22.29 kg 3.99 88.94

SUBSUBPLANTPLANTPLANTMATMATLABLAB

TOOLS

Block work

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Hollow blockwalls

C 200mm Thick 1.60 m2 67.14 107.42 MATMATMAT

MATMATMATLABLABPLANT

TOOLS

Finishes

Cement and sand plastering; finished withsteel float, including expanded metal lathreinforcing strips, angel beads, corner

beads, stop beads.

A On walls; to receive paint 3.80 m2 32.57 123.77 MATMATMATMATMATMATMATLABLABLABLAB

TOOLS

Painting

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DescriptionUsage

/BOQ UnitWastage

%Grossusage

UnitsResource Rate

Unit Cos Amount (Dhs)

323.27 7.66SRC 40/20 ready mix 1.00 10.00% 1.10 m3 214.00 235.40Temp. Controll -ICE 1.00 10.00% 1.10 m3 15.00 16.50Mobile pump charge 1.00 10.00% 1.10 m3 20.00 22.00Hessain 6.67 0.00% 6.67 m2 0.50 3.34Sweet water (curing) 11.11 0.00% 11.11 gal 0.12 1.33Helper - con placing 1.00 0.00% 1.00 Hrs 12.00 12.00Helper - con curing 1.00 0.00% 1.00 Hrs 12.00 12.00Mason 1.00 0.00% 1.00 Hrs 12.00 12.00Vibrator 1.00 0.00% 1.00 Hrs 5.50 5.50Small Tools 1.00% 0.00% 1.00% % 320.07 3.20

0% 0.00 0.00

0% 0.00 0.000% 0.00 0.00

323.27 12.93SRC 40/20 ready mix 1.00 10.00% 1.10 m3 214.00 235.40Temp. Controll -ICE 1.00 10.00% 1.10 m3 15.00 16.50Mobile pump charge 1.00 10.00% 1.10 m3 20.00 22.00Hessain 6.67 0.00% 6.67 m2 0.50 3.34Sweet water (curing) 11.11 0.00% 11.11 gal 0.12 1.33Helper - con placing 1.00 0.00% 1.00 Hrs 12.00 12.00Helper - con curing 1.00 0.00% 1.00 Hrs 12.00 12.00Mason 1.00 0.00% 1.00 Hrs 12.00 12.00Vibrator 1.00 0.00% 1.00 Hrs 5.50 5.50Small Tools 1.00% 0.00% 1.00% % 320.07 3.20

0% 0.00 0.000% 0.00 0.000% 0.00 0.00

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127.82 111.6718mm thk marine plywo 4.26 10% 4.69 m2 7.81 36.64White wood 0.192 10% 0.21 m3 250.00 52.76Wire nails 0.60 0% 0.60 kg 2.50 1.49Mould Oil 0.17 0% 0.17 Ltr 4.00 0.68Formwork Sundries 4.26 0% 4.26 m2 2.00 8.53STANDARD props 3.2- 0.00 0% 0.00 Nos 1.00 Preli 0.00Helper- Make Formwor 0.50 0% 0.50 Hrs 12.00 6.00Carpenter -Make Formw 0.50 0% 0.50 Hrs 12.00 6.00Helper- Fix & De-shutte 0.50 0% 0.50 Hrs 12.00 6.00Carpenter -Fix and De-s 0.50 0% 0.50 Hrs 12.00 6.00Small Tools 3.00% 0% 3.00% % 124.09 3.72

3.990 88.94

Cut and bend T. steel ba 1.000 0.00% 1.000 kg 2.850 2.850Cost escalation 1.000 0.00% 1.000 kg 0.050 0.050Transportation 0.000 0.00% 0.000 kg 0.032 0.000Crane 50 ton 1.000 0.00% 1.000 Hrs 0.229 0.229Diesel 0.000 0.00% 0.000 gal 8.55 0.000Binding wires 0.015 0.00% 0.015 Kg 4.50 0.068Wheel spacers 0.300 0.00% 0.300 Nos 0.23 0.068Helper 0.020 0.00% 0.020 Hrs 10.80 0.216Steel Fixer 0.040 0.00% 0.040 Hrs 10.80 0.432

0.00% 0.000 0.0000.00% 0.000 0.0000.00% 0.000 0.0000.00% 0.000 0.000

Small Tools 2% 0.00% 0.020 % 3.91 0.078

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67.14 107.42200 thk hollow blocks 12.500 3.00% 12.875 Nos 2.400 30.900OP cement 0.080 3.00% 0.082 bags 16.650 1.372Sand 0.020 3.00% 0.021 m3 63.000 1.298

Sweet water 1.800 3.00% 1.854 Gal 0.108 0.200G.I wall ties 2.000 0.00% 2.000 Nos 0.90 1.800G.I Block mesh 3.000 5.00% 3.150 m 0.90 2.835Helper 1.000 0.00% 1.000 Hrs 12.00 12.000Mason 1.000 0.00% 1.000 Hrs 12.00 12.000Transportation 1.000 0.00% 1.000 m2 2.78 2.778

0.00% 0.000 0.00 0.0000.00% 0.000 0.0000.00% 0.000 0.0000.00% 0.000 0.000

Small Tools 3% 0.00% 0.030 % 65.18 1.955

32.57 123.77OP Cement 0.242 5% 0.254 Bags 16.50 4.193Sand 0.021 5% 0.022 m3 65.000 1.433S.S. Plaster mesh 0.95 5% 0.992 m 5.50 5.457S.S. Angle bead 0.223 5% 0.234 m 3.72 0.871S.S. Plaster stop 0.200 5% 0.210 m 5.90 1.239Concrete nails 4.500 5% 4.725 kg 0.05 0.236Sweet water 1.600 0% 1.600 gal 0.12 0.192Helper - Fix accessories 0.250 0% 0.250 Hrs 12.00 3.000Mason - Fix accessories 0.250 0% 0.250 Hrs 12.00 3.000Helper - Rush and plaste 0.500 0% 0.500 Hrs 12.00 6.000Mason - Rush and plast 0.500 0% 0.500 Hrs 12.00 6.000

0% 0.000 0.0000% 0.000 0.000

Small Tools 3% 0% 0.030 % 31.62 0.949

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30.00 114.00Jotun 0.00% 0.00 m2 35.00 - Berger 0.00% 0.00 m2 39.00 - Caparol 1.00 0.00% 1.00 m2 30.00 30.00 Small tools 0.00% 0.00% 0.00% % 0.00 -

- 97.18 1.27 99.12 - ###### ###### 566.39

100.00%

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Total Materials(Mat)

Total Labour(Lab)

TotalSubcontract

(Sub)

Total Durables(Dur)

Total Plant(Plant)

Total PrimeCost (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

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87.45 20.97 0.00 0.00 0.00 0.00

3.01 14.44 64.64 0.00 5.10 0.00

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61.45 38.40 0.00 0.00 4.44 0.00

51.76 68.40 0.00 0.00 0.00 0.00

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OH&

PROFITTotal

ProvisionalSum (PS)

Total Tools(Tools) 0.00% 0.00%

0.00 0.08 TRUE 0.00%

0.00 0.13 TRUE 0.00%

Atten/OH/Profit

on PS

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0.00 3.25 TRUE 0.00%.

0.00 1.74 TRUE 0.00%

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0.00 3.13 TRUE 0.00%

0.00 3.60 TRUE 0.00%

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No Description Company

RateOutside

RateUnit Grade Basic Temp Pump

Labour 1 Helper 12.00 10.00 Dhs/Hrs OPC2 Mason BP 12.00 12.00 Dhs/Hrs C20/20 179.00 15.00 20.00

3 MasonBPCM 12.00 14.00 Dhs/Hrs C25/20 193.00 15.00 20.00 4 Carpenter 12.00 14.00 Dhs/Hrs C30/20 198.00 15.00 20.00 5 Steel Fixer 12.00 14.00 Dhs/Hrs C35/20 207.00 15.00 20.00 6 Painter 12.00 16.00 Dhs/Hrs C40/20 214.00 15.00 20.00 7 Electricians 12.00 18.00 Dhs/Hrs8 Electrical Helpers 12.00 12.00 Dhs/Hrs SRC9 Plumbers 12.00 14.00 Dhs/Hrs C20/20 184.00 15.00 20.00

C25/20 198.00 15.00 20.00 Material C30/20 203.00 15.00 20.00

1 OP Cement 16.50 Dhs/Bag C35/20 212.00 15.00 20.00 2 SR Cement 20.00 Dhs/Bag C40/20 219.00 15.00 20.00 3 Sand 65.00 Dhs/m34 8" Solid block Emcon 3.40 Dhs/No5 8" Hollow block Emcon 2.40 Dhs/No 8 mm 2,850.00 Tonne Turkey

6 6" Hollow block Emcon 2.20 Dhs/No 10 - 32 mm 2,850.00 Tonne Turkey7 4" hollow block Emcon 2.00 Dhs/No8 10" Hollw block Emcon 3.00 Dhs/No9 6" Solid block Emcon 3.20 Dhs/No

10 4" Solid block Emcon 3.00 Dhs/No11 10' Solid Block Emcon 4.00 Dhs/No G.I Wall ties / General 1.00 Dhs/No12 8" Termal Block Emcon 3.80 Dhs/No G.I Block ladder 11.50 Dhs/No13 10" Thermal Block Emcon 4.30 Dhs/No G.I Block mesh 3.00 Dhs/m214 12"Thermal block Apex 6.00 Dhs/No G.I Cavity wall ties 1.00 Dhs/No15 Com. plywood 18mm 94.00 sheet S.S wall ties / General 3.20 Dhs/No16 Marine plywood 18mm 135.00 sheet S.S Block ladder 11.50 Dhs/No17 White wood 1,000.00 m3 S.S Block mesh 5.70 Dhs/m218 wired nails 20.00 8kg S.S Cavity wall ties 3.20 Dhs/No19 White cement 28.00 Dhs/Bag G.I Corner mesh 3.00 Dhs/m20 Road Base 55.00 Dhs/m3 G.I plaster mesh/coil lath 1.50 Dhs/m21 Fenomastic Gold 313.00 Dhs/5USG G.I Angle bead 1.00 Dhs/m22 Fenomast ic Matt (STD) 160.00 Dhs/5USG G.I Plaster stop bead 1.40 Dhs/m23 Fenomast ic Matt (SPL) 205.00 Dhs/5USG S.S.Plaster mesh/coil lath 5.50 Dhs/m24 Fenomastic Primer White 74.00 Dhs/5USG S.S Angle bead 3.72 Dhs/m25 Fenomastic S/g Silk (SPL) 217.00 Dhs/5USG S.S Plaster stop 5.90 Dhs/m26 PVA Primer 57.00 Dhs/5USG27 Pengard HB (A+B) 391.00 Dhs/20L28 Stucco 57.00 Dhs/5USG29 Durathane Comp (A+B) 475.00 Dhs/20L30 Acrylic Primer 74.00 Dhs/5USG31 Texo Compound 103.00 Dhs/5USG PLAXIT SPRAY PLASTER AED

32 Pengauard Primer A+B 391.00 Dhs/20L 01 Tone - dry mix 325.00 AED/Tone33 Futura A+B 727.00 Dhs/17.5L Coverage per tone Avg 40.00 m234 Thinner No.17 147.00 Dhs/20L RotaryCost 1,000.00 AED

35 Thinner No 10 222 00 Dhs/20L Rotary to be replace every 1 000 00 m2

BISHAH STEEL (CUT & BENT)

PLASTER AND BLOCK ACCESSORIES

LAST UPDATED ON 6/26/2011

CONCRETECONMIX

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

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