Al Shams BOQ for Valuation

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    1 1 1 1 9,790.00 9,790.00 - 9,790.0 1 1 2 1 48,950.00 48,950.00 - 48,950.0 1 1 3 1 24,475.00 24,475.00 - 24,475.0 1 1 4 1 29,370.00 29,370.00 - 29,370.0 1 1 5 1 73,425.00 73,425.00 - 73,425.0 1 1 6 1 19,580.00 19,580.00 - 19,580.0 1 1 7 SUMMARY PRELIMINARIES - -

    - - SUBSTRUCTURE - - EXCAVATION & EARTHWORKS - - Excavation not exceeding 1500mm deep - -

    2 1 1 A Ground beam 124 M3 59.00 7,316.00 - 7,316.0 B Isolated footing 424 M3 49.00 20,776.00 - 20,776.0

    Approved desert fill supplied by the contractorand compacted to 95%of the maximum drydensity - - -

    C Backfill to sides of footing and ground beams 408 M3 29.00 11,832.00 - 11,832.0 SUNDRIES - - -

    DCart away unnecessary excavated materials toapproved government tips 1 Item 3,916.00 3,916.00 - 3,916.0 Movement joint - - -

    Expansion joints with bituminus impregnated

    fibreboard between vertical concrete surface - - - E 10mm joints not exceeding 200mm wide 649 M3 10.00 6,490.00 - 6,490.0 F 10 x 15 mm deep polysulphide sealent 649 M3 10.00 6,490.00 - 6,490.0

    GConstruction joint as detail in drg no GQ722/S504 671 M3 12.00 8,052.00 - 8,052.0 Plain insitu concrete grade SRC 15 - - -

    H 100mm blinding 263 M3 54.00 14,202.00 - 14,202.0 J 50mm blinding 3144 M3 49.00 154,056.00 - 154,056.0

    PAGE SUM - - - Reinforced in situ concrete Grade OPC 35 - - -

    2 1 2 A Isolated footing 99 M3 441.00 43,659.00 - 43,659.0 B Pedestal 7 M3 465.00 3,255.00 - 3,255.0 C Stub colum 6 M3 465.00 2,790.00 - 2,790.0 D Ground beam 52 M3 465.00 24,180.00 - 24,180.0 E Ground slab including thickening 515 M3 489.00 251,835.00 - 251,835.0

    Formwork - - - F To sides of footing 234 M2 49.00 11,466.00 - 11,466.0 G To sides of pedestal 63 M2 49.00 3,087.00 - 3,087.0 H To sides of columns 62 M2 49.00 3,038.00 - 3,038.0 J To sides of ground beam 411 M2 49.00 20,139.00 - 20,139.0

    Reinforcement - - - High yield steel bar reinforcement to BS 4449 ofvarying sizes to - - -

    ValueBalance

    MAIN BUILDING

    ValueValuated

    Page No Item DescriptionBOQQty

    Unit Rate Amount

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    K Isolated footing 3960 Kg 3.00 11,880.00 - 11,880.0

    L Pedestal 245 Kg 3.00 735.00 - 735. M Stub colum 942 Kg 3.00 2,826.00 - 2,826.0 N Ground beam 5044 Kg 3.00 15,132.00 - 15,132.0

    Type A252 Fabric Reinforcement to - - - O Ground slab 3001 M2 15.00 45,015.00 - 45,015.0

    Protection to Concrete - - -

    PPrepare prime and apply 2 coats of bituminouspaint on concrete surface bellow ground level 842 M2 6.00 5,052.00 - 5,052.0

    Q1000 gage polythene sheet on painted concretesurface 842 M2 4.00 3,368.00 - 3,368.0

    R Ditto, on blinding 3407 M2 4.00 13,628.00 - 13,628.0 S 3mm thick hardboard protection 842 M2 12.00 10,104.00 - 10,104.0

    PAGE SUM - - - 2 1 3 SUMMARY PAGE - - -

    SUPER STRUCTURE - - - CONCRETE WORKS - - - Reinforced in situ concrete Grade OPC 35 - - -

    2 2 1 A Columns 32 M3 489.00 15,648.00 - 15,648.0 B Suspended beams 86 M3 489.00 42,054.00 - 42,054.0 C Suspended slab 159 M3 465.00 73,935.00 - 73,935.0 D Lintel beam 9 M3 465.00 4,185.00 - 4,185.0 E Capping 13 M3 489.00 6,357.00 - 6,357.0 F Staircase stringer and steps 4 M3 489.00 1,956.00 - 1,956.0 G Landing 1 M3 465.00 465.00 - 465. H Plinth 9 M3 465.00 4,185.00 - 4,185.0

    Formwork - - - J To sides of columns 441 M2 49.00 21,609.00 - 21,609.0 K To sides of soffit of suspended beams 735 M2 49.00 36,015.00 - 36,015.0 L Ditto, lintel beam 115 M2 49.00 5,635.00 - 5,635.0 M To sides of capping 140 M2 44.00 6,160.00 - 6,160.0 N To sides of soffit of stringer 14 M2 44.00 616.00 - 616. O To sofit of landing 5 M2 49.00 245.00 - 245. P To sides of plinth 21 M2 44.00 924.00 - 924. Q To soffit of suspended slab 1005 M2 49.00 49,245.00 - 49,245.0 R To riser 6 M2 44.00 264.00 - 264.

    High yield steel bar reinforcement to BS 4449 ofvarying sizes to - - -

    S Columns 4256 Kg 3.00 12,768.00 - 12,768.0 T Suspended beams 8944 Kg 3.00 26,832.00 - 26,832.0 U Suspended slab 8268 Kg 3.00 24,804.00 - 24,804.0 V Lintel beam 450 Kg 3.00 1,350.00 - 1,350.0

    PAGE SUM - - - High yield steel bar reinforcement to BS 4449

    of varying sizes to - - - 2 2 2 A Capping 1144 Kg 3.00 3,432.00 - 3,432.0 B Staircase stringer and steps 320 Kg 3.00 960.00 - 960. C Landing 80 Kg 3.00 240.00 - 240. D Plinth 405 Kg 3.00 1,215.00 - 1,215.0

    PAGE SUM - - - 2 2 3 SUMMARY PAGE - - -

    BLOCKWORK - - -

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    Solid concrete blocks bedded and jionted in

    class 1 mortar - - - 2 3 1 A 100mm skin of hollow walls 57 M2 64.00 3,648.00 - 3,648.0 B 100mm walls including parapet 115 M2 64.00 7,360.00 - 7,360.0

    Hollow concrete blocks bedded and jionted inClass 1 mortar including filling cavities withconcrete at jambs, angles and the lilkes - - -

    C 200mm walls including parapet 640 M2 69.00 44,160.00 - 44,160.0 D 200mm skin of hollow walls 53 M2 73.00 3,869.00 - 3,869.0 E 150mm walls including parapet 155 M2 69.00 10,695.00 - 10,695.0

    Fire clay hollow blocks bedded and jointed inclass 1 mortar - - -

    F 200mm walls 1463 M2 83.00 121,429.00 - 121,429.0 Concrete infilled hollow blocks bedded and

    jointed in class 1 mortar - - - G Upstand 8 M2 88.00 704.00 - 704.

    Sundries - - -

    H 50mm extruded polystyrene insulation i n cavity 53 M2 15.00 795.00 - 795. Concrete/Blockwork Ties - - -

    J

    150x25 Stainless steel cramps to BS 1449 shortfixed to face of concrete column at max 400mmcenter vertically and maximum 800mm centerhorizontally and staggered 1 Item 4,895.00 4,895.00 - 4,895.0 Cavity wall ties - - -

    K

    Stainless steel strip wall ties min.200mm long x25mm wide to BS 1449, to cavity wall atmaximum 400 centre vertically and 800mmcenter horizontally and staggered 1 Item 4,405.00 4,405.00 - 4,405.0 Corner beads - - -

    L

    W/64 x 64 x 20 x 0.2 Stainless steel angle beadsto BS 2989 grade 22 coating, fixed with 38 cloutnails at 300mm center 1 Item 5,874.00 5,874.00 - 5,874.0 PAGE SUM - - -

    2 3 2 SUMMARY PAGE - - - ROOFING - - - Cement and sand screeds (1:3) - - -

    2 4 1 A Min 50mm thick screed (1:4) laid to fall @ 1:80 670 M2 29.00 19,430.00 - 19,430.0 B 50 x 50 mm fillet 406 M 10.00 4,060.00 - 4,060.0

    WATER PROOFING TO ROOFS ETC - - -

    Approved water proofing membrane 4mm thick,on top of primed screeded bed laid in strictaccordance with manufactures instruction - - -

    C On concrete roofs 670 M2 20.00 13,400.00 - 13,400.0 Double layer approved waterproofing membranewith slate granules applied on exposed surfacein srtict accordance with manufacturesinstruction - - -

    D Sides of concrete plinth min 450mm wide 32 M2 29.00 928.00 - 928. E Ditto, on girth 90 M2 29.00 2,610.00 - 2,610.0 F Sides of concrete upstands 16 M2 29.00 464.00 - 464.

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    INSULATION - - -

    Thermal Insulation - - -

    G50mm closed cell polystyrene insulation boardon water proofing membrane 670 M2 15.00 10,050.00 - 10,050.0

    H1000 gauge Terram or equal and approved filtermembrane laid over insulation board 670 M2 8.00 5,360.00 - 5,360.0 Protection - - -

    J

    400 x 400 x 50mm thick hydraulically pressedpouring slab laid with tight but joint over filtermembrane 670 M2 20.00 13,400.00 - 13,400.0 PAGE SUM - - - Sundries - - -

    2 4 2 A Bellmouth render stop 200 M 10.00 2,000.00 - 2,000.0 B UV resistant Polyurethane sealents 200 M 12.00 2,400.00 - 2,400.0

    C10mm thick fiberboard not exceeding 100mmwide 406 M 10.00 4,060.00 - 4,060.0

    PAGE SUM - - - 2 4 3 SUMMARY PAGE - - -

    CARPENTRY & JOINERY - - -

    Single leaf semi-solid core door with 4mm thickordinary ply on both face finished with 1.6mmthick high pressured factory laminated formicaincluding 8mm thick teak lippings on all edges,Ironmongeries and locks all as specified - - -

    2 5 1 A47mm thick door with 1/2 hour fire rating to suitopening size 1000 x 2200mm high type A 4 No 1,468.00 5,872.00 - 5,872.0

    B44mm thick door to suit openning size 1000 x2200mm high type C 9 No 1,273.00 11,457.00 - 11,457.0

    Single leaf semi-solid core door with 4mm thickwbp ply on both face finished with 1.6mm thickhigh pressured factory laminated formicaincluding 8mm thick teak lippings on all edges,Ironmongeries and locks all as specified - - -

    C44mm thick door to suit openning size 800 x2200mm high type D 3 No 1,175.00 3,525.00 - 3,525.0

    DDitto, to suit openning size 900x 2200mm high,ditto 2 No 1,175.00 2,350.00 - 2,350.0

    EDitto, to suit openning size 1000 x 2200mm high,ditto 4 No 1,273.00 5,092.00 - 5,092.0

    F44mm thick door with 100mm undercut to suitopening size 700 x 2200mm high 10 No 1,175.00 11,750.00 - 11,750.0

    Double leaf semi-solid core door with 4mm thickordinary ply on both face finished with 1.6mmthick high pressured factory laminated formicaincluding 8mm thick teak lippings on all edges,Ironmongeries and locks all as specified - - -

    G47mm thick door with 1/2 hour fire rating to suitopening size 1200 x 2200mm high type B 2 No 2,350.00 4,700.00 - 4,700.0

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    Counter comprising of timber frames with countertop finished with 12mm thick granite and fasciawith 12mm thick corian on plywood backingcomplete as detailed in Dwg GQ 722/101-09 - - -

    H Reception counter with door leaf 4500mm length 1 No 4,895.00 4,895.00 - 4,895.0 PAGE SUM - - -

    Kitchen Cabinet with 12mm thick granite work topand 100mm high splashback on wooden framesincluding single bowl, single drain sink completewith accessories as described and specified ondrg GQ 722/101-08 - - -

    2 5 2 A 3000 x 600 x 900mm high base unit with sink 1 No 3,916.00 3,916.00 - 3,916.0

    B 2400 x 600 x 900mm high base unit with sink 1 No 3,426.00 3,426.00 - 3,426.0 C 3000 x 600 x 900mm high base unit 1 No 3,916.00 3,916.00 - 3,916.0 D 2300 x 600 x 900mm high base unit 1 No 2,937.00 2,937.00 - 2,937.0 E 3850 x 600 x 900mm high wall unit 1 No 1,468.00 1,468.00 - 1,468.0 F 2000 x 300 x 800mm high wall unit 1 No 881.00 881.00 - 881.

    Dry wall partition comprising of 2 layers of12.5mm thick Gyproc Wall board each side of48mm vertical steel studs fixed at 600mm centersincluding glass wool blanket in cavity completeas described on drg GC 722/100-03 - - -

    G100mm thick 1 hr fire rated dry wall partision1500mm high 10 No 98.00 980.00 - 980.

    H100mm thick 1 hr fire rated dry wall partisionfloor to under side of slab 134 No 147.00 19,698.00 - 19,698.0 Teak Wood Skirting - - -

    J 100 x 20 mm thick profiled teak skirting 231 No 29.00 6,699.00 - 6,699.0

    Integrated plumbing panels comprising ofFormica sheets on plywood backings andredwood frames complete as described andspecified on drg GQ 722/101-05 and 101-106 - - -

    K 1500 x 2900 high ducting panel 2 No 2,692.00 5,384.00 - 5,384.0 L 3000 x 2900mm high ducting panel 1 No 5,384.00 5,384.00 - 5,384.0 M 800 x 2900mm high ducting panel 1 No 1,762.00 1,762.00 - 1,762.0 N 900 x 1360mm high ducting panel 1 No 979.00 979.00 - 979. O 950 x 1360mm high ducting panel 6 No 979.00 5,874.00 - 5,874.0 P 750 x 2800mm high ducting panel 1 No 1,273.00 1,273.00 - 1,273.0

    Q 925 x 1360mm high ducting panel 2 No 979.00 1,958.00 - 1,958.0 R 1600 x 2800mm high ducting panel 1 No 2,692.00 2,692.00 - 2,692.0 S 950 x 2800mm high ducting panel 1 No 1,762.00 1,762.00 - 1,762.0

    2 5 3 PAGE SUM - - - SUMMARY PAGE - - -

    2 6 1-4 STRUCTURAL STEEL WORKS 1 Item 857,604.00 857,604.00 - 857,604.0 STEEL PAINTING 1 Item 65,001.00 65,001.00 - 65,001.0 SUMMARY PAGE - - -

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    METALWORKS - - -

    Powder coated Aluminium window frames doublegalzed with 6mm thick blu tinted stopsol to outerpane and 6mm thick clear float glass to innerpane with 12mm hermetically sealed gapincluding gaskets fixing to frame pointing withapproved sealent on both sides , i ronmongeriesand locks all as specified - - -

    2 7 1R A Window unit size 600 x 1500mm high type M 7 No 881.00 6,167.00 - 6,167.0 B Window unit size 750 x 1500mm high type M 8 No 930.00 7,440.00 - 7,440.0 C Window unit size 750 x 1300mm high type U 5 No 764.00 3,820.00 - 3,820.0 D Ditto, size 750 x 1300mm high type V 2 No 734.00 1,468.00 - 1,468.0

    E Window unit size 1500 x 1500mm high type N 3 No 1,322.00 3,966.00 - 3,966.0

    F Window unit size 2000 x 1500mm high type S 1 No 1,762.00 1,762.00 - 1,762.0 G Ditto, size 1800 x 1500mm high type S 1 No 1,615.00 1,615.00 - 1,615.0

    H Window unit size 2450 x 1200mm high type P 2 No 1,713.00 3,426.00 - 3,426.0

    J Window unit size 3000 x 1300mm high type T 10 No 2,301.00 23,010.00 - 23,010.0 K Window unit size 900 x 900mm high type X 5 No 587.00 2,935.00 - 2,935.0

    L Window unit size 1600 x 1200mm high type W 3 No 1,175.00 3,525.00 - 3,525.0

    M Window unit size 3700 x 1500mm high type L 2 No 3,329.00 6,658.00 - 6,658.0

    Powder coated Aluminium window frames doublegalzed with 6mm thick blue tinted stopsol to outerpane and 6mm thick obscured glass to innerpane with 12mm hermetically sealed gapincluding gaskets fixing to frame pointing withapproved sealent on both sies, ironmongeriesand locks all as specified - - -

    N Window unit size 600 x 600mm high type Q 14 No 538.00 7,532.00 - 7,532.0

    Powder coated Aluminium window/door framesdouble galzed with 7mm thick toughened clearglass to inner pane and 7mm thickblue tintedstopsolglass to outer pane with 12mmhermetically sealed gap including gaskets fixingto frame pointing with approved sealent on bothsies, ironmongeries and locks all as specified - - -

    O

    Curtain wall unit size 1000 x 7100mm high type

    A 2 No 8,321.00 16,642.00 - 16,642.0

    PCurtain wall unit overrall size 4000 x 7100mmhigh type B 1 No 33,286.00 33,286.00 - 33,286.0 PAGE SUM - - -

    2 7 2 ACurtain wall unit excluding attached door overallsize 1000 x 2500 mm high type C 5 No 2,937.00 14,685.00 - 14,685.0

    BCombined window/door unit single l eaf overallsize 2000 x 2500mm high type J 3 No 5,874.00 17,622.00 - 17,622.0

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    C

    Door unit double leaf overall size 1500 x

    2500mm high type H 5 No 4,405.00 22,025.00 - 22,025.0

    DCombined window/door unit double leaf overallsize 4500 x 2500mm high type F 1 No 13,216.00 13,216.00 - 13,216.0

    EDoor unit single l eaf size 1000 x 2500mm hightype E 3 No 2,937.00 8,811.00 - 8,811.0

    FCombined window/door unit single l eaf overallsize 2600 x 2500mm high type G 1 No 7,636.00 7,636.00 - 7,636.0

    GCombined window/door unit single l eaf overallsize 1700 x 2500mm high 1 No 4,993.00 4,993.00 - 4,993.0

    HWindow unit overall size 2500/3760/2500 x3300mm high type D 1 No 33,286.00 33,286.00 - 33,286.0 Frameless double leaf door with 12mm thickclear float tempered glass with sandblast patternincluding fixing ironmongeries and locks all asspecified - - -

    JDoor unit as described size 2000 x 2200mm highattached to type C curtain wall 1 No 2,937.00 2,937.00 - 2,937.0

    Powder coated aluminium panel includinggaskets ironmongeries and locks all as specified - - -

    K24mm thick sandwich panel door size 1000 x2200mm high type Y 2 No 1,958.00 3,916.00 - 3,916.0

    L Ditto, 1000 x 1900mm high ditto 1 No 1,958.00 1,958.00 - 1,958.0 Canopy comprising of steel frames covered withaluminium cladding including approvedsuspension system - - -

    MSteel canopy 4400mm arc length x 2500mmwidth 1 No 7,342.00 7,342.00 - 7,342.0 PAGE SUM - - - Proprietary type shutter door complete withelectrically operated standared lift hardware andall accessories as specified - - -

    2 7 3R A Steel shutter door size 2800 x 3000mm high 1 No 5,874.00 5,874.00 - 5,874.0 B Ditto size 2500 x 3500mm high 1 No 5,874.00 5,874.00 - 5,874.0 C Ditto size 3000 x 3500mm high 1 No 6,853.00 6,853.00 - 6,853.0

    Anit-corrosive high grade stainless steel satinfinish handrail comprising with upright main railand 10mm thick toughened clear glassbalustrade complete as described and specifiedon drg GQ 722/101-08 - - -

    D Staircase handrail 10600mm length 1 No 18,601.00 18,601.00 - 18,601.0

    E Lobby handrail 6500mm length x 1000mm heigh 1 No 11,258.00 11,258.00 - 11,258.0

    Ladder with flat bar side rails and mild steel rungbars including flat bar hoops and fixing toconcrete with plates and anchorbolts completeas described and specified on drg GQ 722/5200 - - -

    F Steel ladder 5200mm high 2 No 3,426.00 6,852.00 - 6,852.0

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    Prepainted metal jamb 1.6mm thick cavity fi lledwith mortar including fixing to wall with 10mm diacounter sunk expansion anchor bolts - - -

    G230 x 57mm profilled metal frame to dooropening size 1000 x 2200mm high 13 No 587.00 7,631.00 - 7,631.0

    H Ditto, size 1200 x 2200 mm high 2 No 587.00 1,174.00 - 1,174.0 J Ditto, size 900 x 2200mm high 2 No 538.00 1,076.00 - 1,076.0

    K

    130x 57mm profilled metal frame to dooropenning size 700x2100mm high fixed onconcrete wall 10 No 392.00 3,920.00 - 3,920.0

    L Ditto, size 800 x 2200mm high ditto 3 No 392.00 1,176.00 - 1,176.0

    M

    openning size 1000 x 2200mm high fixed toplasterboard wall 4 No 441.00 1,764.00 - 1,764.0 Double tier lockers with movable box sectionframe polyster powder coated steel base byGIBCA or equal and approved - - -

    N 1850 x 365mm wide lockers 38 No 1,077.00 40,926.00 - 40,926.0 PAGE SUM - - - Sundries - - - Threshold complete as detailed on drg GQ722/100-06 - - -

    2 7 4 AThreshold to external door size 2000 x 2500mmhigh 2 No 587.00 1,174.00 - 1,174.0

    B Ditto, size 1500 x 2500mm high 2 No 538.00 1,076.00 - 1,076.0 C Ditto, size 2000 x 2200mm heigh 1 No 587.00 587.00 - 587.

    PAGE SUM - - - 2 7 5 SUMMARY PAGE - - -

    PLASTERWORKS AND OTHER FLOORWALLS AND CEILIND FINISHES - - -

    FLOOR FINISHES - - -

    Cement and Sand beds and backings (1:4mix) - - - 2 11 1 A 70mm thick screed to receive granite slab 113 M2 59.00 6,667.00 - 6,667.0

    B 20mm thick screed to tread 12 M2 10.00 120.00 - 120. C 20mm thick backing to riser 6 M2 10.00 60.00 - 60.

    D91.5mm thick screed to receive ceramic floortiles 433 M2 59.00 25,547.00 - 25,547.0

    E95mm thick screed to receive surface hardnerand dust proofer 162 M2 69.00 11,178.00 - 11,178.0

    F 88mm thick screed to receive carpet 145 M2 69.00 10,005.00 - 10,005.0

    Cut to size high quality granite with border anddesign pattern fixed with approved adhesive andpointing on screed bed (measured separately) - - -

    G 30mm thick granite slab on floor 108 M2 303.00 32,724.00 - 32,724.0 H Ditto on landing 5 M2 303.00 1,515.00 - 1,515.0 J 1500mm x 330 x 30mm thicl tread 25 No 294.00 7,350.00 - 7,350.0

    K 4000 x 300 x 30mm thick tread for external steps 1 No 783.00 783.00 - 783. L 2000 x 300 x 30mm thick ditto 1 No 392.00 392.00 - 392.

    M 4000 x 300 x 20mm thick riser for external steps 1 No 392.00 392.00 - 392.

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    N 2000 x 300 x 20mm thick ditto 1 No 196.00 196.00 - 196.

    O 1500mm x 130 x 20mm thick riser 25 No 98.00 2,450.00 - 2,450.0

    Ungalzed ceramic floor tiles by H & R Johnsonlaid with nominal face and fi xed with approvedproprietors adhesive and pointing on screededbed (measured seperately) - - -

    P 300 x300 x 8.5mm thick floor tiles 433 M2 78.00 33,774.00 - 33,774.0

    Epoxy resin "Nitoflor SL 3000" on "Nitoprime 25"from Fosroc or equal and approved applied i naccordance with manufactures instruction - - -

    Q3mm thicksurface hardener on screeded bed(measured elsewhere) 162 M2 15.00 2,430.00 - 2,430.0

    R3mm thick surface hardener and dust proofer onsmooth finish slab 2761 M2 18.00 49,698.00 - 49,698.0

    S Ditto on wall 100mm height from floor 405 M2 20.00 8,100.00 - 8,100.0 PAGE SUM - - - 80/20 Broadloom carpet laid with PVC carpetstrip holder min. 12mm pile height - - -

    2 11 2 A Carpet on floor as described 145 M2 88.00 12,760.00 - 12,760.0 Skirting - - -

    B 100 x 20mm thick granite skirting 59 M 98.00 5,782.00 - 5,782.0 C 150 x 100 mm thick ceramic coved skirting 188 M 44.00 8,272.00 - 8,272.0

    WALL FINISHES - - -

    Cement and sand render (1:3) with float finish - - - D 15mm thick render to receive granite 17 M2 22.00 374.00 - 374. E 15mm thick render to receive paint finish 2824 M2 23.00 64,952.00 - 64,952.0 F 15mm thick render to receive ceramic tiles 501 M2 22.00 11,022.00 - 11,022.0 G 20mm thick render to receive paint finish 1800 M2 23.00 41,400.00 - 41,400.0

    Cut to size high quality granite fixed with mortardabs non ferrous metal anchor and clips - - -

    H Granite slab on wall 17 M2 245.00 4,165.00 - 4,165.0

    Glazed ceramic wall tiles by H&R Johnson fixedwith approved adhesive proprietary and paintingor rendered wall (measured seperately) - - -

    J 150 x 150 x 6.5mm thick wall tiles 501 M2 88.00 44,088.00 - 44,088.0 CELING FINISHES - - -

    Mineral fibre ceiling tiles "Prima Cirrus" ontrelude SL/TL 15mm SILHOUETTE suspensionsystem by Armstrong or equal and approved - - -

    K 600 x600x15mm thick suspended celling tiles 20 M2 88.00 1,760.00 - 1,760.0 External quantity - - - Plasterboard fixed with approved suspensionsystem - - -

    L Suspended plasterboard, 19mm thick 22 M2 108.00 2,376.00 - 2,376.0 PAGE SUM - - -

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    Aluminium metal celing by 'DAMPA' or equal andapprovedcomplete with access service panel orapproved clips in suspension system - - -

    2 11 3 A 600 x 600mm suspended ceiling tiles 118 M2 196.00 23,128.00 - 23,128.0 Gypsum Board - - -

    B

    19mm thick suspended gypsum board withcornice moulding and design pattern to theapproved of the Client /Architect 48 M2 98.00 4,704.00 - 4,704.0

    C 19mm thick suspended plain gypsum board 56 M2 78.00 4,368.00 - 4,368.0 PAGE SUM - - -

    2 11 4 SUMMARY PAGE - - - PAINTING AND DECORATION - - - Prepare prime and apply 1 coat primer sealer, 2coats vinyl silk emulsion by Hempel or equal andapproved onl - - -

    2 12 1 A Internal rendered wall 2824 M2 11.00 31,064.00 - 31,064.0 B Fairfaced concrete wall/blockworks 51 M2 11.00 561.00 - 561. C Surface of dry wall partition 192 M2 10.00 1,920.00 - 1,920.0

    Prepare prime and apply cortex smooth paintsystem by Hempel or equal and approved on - - -

    D External rendered wall 1800 M2 20.00 36,000.00 - 36,000.0 E Suspended plasterboard, 22 M2 15.00 330.00 - 330.

    Prepare prime and apply 1 coat acrylic primersealer, 1coat splatter and 2 coats cortex mediumby Hempel or equal and approved on - - -

    F Fairfaced soffit of slab 259 M2 24.00 6,216.00 - 6,216.0 Prepare prime and apply 3 coats mattpolyurethane varnish on - - -

    GLipping of wooden door not exceeding 50mmwide 218 M 8.00 1,744.00 - 1,744.0

    H Profiled skirting 100 x 20mm thick 231 M 10.00 2,310.00 - 2,310.0 PAGE SUM - - -

    2 12 2 SUMMARY PAGE - - - SO 1 SUMMARY MAIN BUILDING - - -

    - - - SUBSTRUCTURE - - - EXCAVATION & EARTHWORKS - - - Excavation not exceeding 1500mm deep - - -

    3 1 1R A Isolated footing 28 M3 49.00 1,372.00 - 1,372.0 B Strip footings 54 M3 54.00 2,916.00 - 2,916.0 C Ground beam 13 M3 49.00 637.00 - 637. D Teenches 13 M3 54.00 702.00 - 702.

    E Plinth 11 M3 49.00 539.00 - 539. Approved desert fill supplied by the contractorand compacted to 95%of the maximum drydensity - - -

    F Backfill to sides of footings and trenches 85 M3 29.00 2,465.00 - 2,465.0 Sundries - - -

    GCart away unnecessary excavated materials toapproved government tips 1 Item 2,447.00 2,447.00 - 2,447.0

    ANCILLARY BUILDINGS

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    Expansion joints with bituminus impregnatedfibreboard between vertical concrete surface - - - H 10mm joints not exceeding 200mm wide 95 M3 10.00 950.00 - 950. J 10 x 15mm deep polysulphide sealent 95 M3 10.00 950.00 - 950.

    Plain in-situ concrete grsde SRC 15 - - - K 100mm blinding 85 M2 54.00 4,590.00 - 4,590.0 L 50mm blinding 115 M2 49.00 5,635.00 - 5,635.0 M Mass concrete footing to infilled blocks 1 M3 489.00 489.00 - 489.

    Reinforced in-situ concerte grade OPC 35 - - - N Isolated footing 4 M3 441.00 1,764.00 - 1,764.0 O Strip footings 9 M3 441.00 3,969.00 - 3,969.0 P Ground beam 8 M3 441.00 3,528.00 - 3,528.0 Q Trench wall and slab 5 M3 489.00 2,445.00 - 2,445.0 R Ground slab 15 M3 441.00 6,615.00 - 6,615.0 S Stub colum 2 M3 489.00 978.00 - 978.

    T Plinth 9 M3 441.00 3,969.00 - 3,969.0 PAGE SUM - - - Formwork - - -

    3 1 2R A To sides of foundations 42 M2 49.00 2,058.00 - 2,058.0 B To sides of trench wall and slabs 40 M2 49.00 1,960.00 - 1,960.0 C To sides of ground beam 59 M2 49.00 2,891.00 - 2,891.0 D To sides of mass concrete footings 7 M2 44.00 308.00 - 308. E To sides of columns 20 M2 49.00 980.00 - 980. F To sides of plinth 16 M2 44.00 704.00 - 704.

    High yield steel bar reinforcement to BS 4449 ofvarying sizes to - - -

    G Isolated footing 144 Kg 3.00 432.00 - 432. H Strip footings 378 Kg 3.00 1,134.00 - 1,134.0 J Stub colum 334 Kg 3.00 1,002.00 - 1,002.0 K Trench wall and slab 300 Kg 3.00 900.00 - 900. L Ground beam 2186 Kg 3.00 6,558.00 - 6,558.0

    Type A252 Fabric Reinforcement to - - - M 150mm thick ground slab 40 M2 15.00 600.00 - 600.

    Type A393 Fabric reinforcement to - - - N 175mm thick ground slab 52 M2 18.00 936.00 - 936.

    Protection to Concrete - - -

    OPrepare prime and apply 2 coats of bituminouspaint on concrete surface bellow ground level 193 M2 8.00 1,544.00 - 1,544.0

    P Ditto on infilled blockwork 18 M2 7.00 126.00 - 126.

    Q1000 gauge polythene sheet on painted concretesurface 211 M2 6.00 1,266.00 - 1,266.0

    R Ditto on blinding 200 M2 5.00 1,000.00 - 1,000.0 S 3mm thick hardboard protection 211 M2 10.00 2,110.00 - 2,110.0

    Sundries - - -

    T

    15 to 30mm crushed and washed limestonechippings 50mm thick loose laid in sand bed andwell compacted selected fill 34 M2 10.00 340.00 - 340. PAGE SUM - - -

    3 1 3 SUMMARY PAGE - - - SUPER STRUCTURE - - - Concrete works - - -

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    Reinforced in-situ concerte grade OPC 35 - - -

    3 2 1R A RC walls 26 M3 489.00 12,714.00 - 12,714.0 B Columns 3 M3 489.00 1,467.00 - 1,467.0 C Suspended slab 19 M3 465.00 8,835.00 - 8,835.0 D Suspended beams 6 M3 489.00 2,934.00 - 2,934.0 E Capping 2 M3 465.00 930.00 - 930. F Plinth 1 M3 441.00 441.00 - 441. G Lintel beams and drop walls 1 M3 441.00 441.00 - 441.

    Formworks - - - H To sides of RC walls 271 M3 49.00 13,279.00 - 13,279.0 J To sides of columns 47 M3 49.00 2,303.00 - 2,303.0 K To soffit of slab 119 M3 44.00 5,236.00 - 5,236.0 L To sides of soffit of suspended beams 49 M3 44.00 2,156.00 - 2,156.0 M To sides of capping 18 M3 44.00 792.00 - 792. N To sides of plinth 2 M3 44.00 88.00 - 88.

    O To sides and soffit of lintel beams and drop walls 17 M3 44.00 748.00 - 748. High yield steel bar reinforcement to BS 4449 ofvarying sizes to - - -

    P RC walls 2158 M3 3.00 6,474.00 - 6,474.0 Q Columns 501 M3 3.00 1,503.00 - 1,503.0 R Suspended slab 1273 M3 3.00 3,819.00 - 3,819.0 S Suspended beams 684 M3 3.00 2,052.00 - 2,052.0

    PAGE SUM - - - 3 2 2R A Capping 100 Kg 3.00 300.00 - 300.

    B Plinth 67 Kg 3.00 201.00 - 201. C Lintel beams and drop walls 50 Kg 3.00 150.00 - 150.

    Sundries - - - Precast concrete including formwork,reinforcement curing and fixing to structure - - -

    D Roof gragoyle as detailed in drh GQ 722/S515 4 No 196.00 784.00 - 784.

    ESemi Circular capping 200mm radius, 200mmthick with steel dowel 12 No 98.00 1,176.00 - 1,176.0 PAGE SUM - - -

    3 2 3 SUMMARY PAGE - - - BLOCKWORK - - - Solid concrete blocks bedded and jionted inclass 1 mortar - - -

    3 3 1R A 100mm walls including parapet 86 M2 64.00 5,504.00 - 5,504.0 Hollow concrete blocks bedded and jionted inClass 1 mortar including filling cavities withconcrete at jambs, angles and the lilkes - - -

    B 150mm walls including parapet 34 M2 69.00 2,346.00 - 2,346.0 C 200mm walls 5 M2 73.00 365.00 - 365.

    Fire clay hollow blocks bedded and jointed inclass 1 mortar - - - D 200mm walls 138 M2 83.00 11,454.00 - 11,454.0

    Concrete infilled hollow blocks bedded and jointed in class 1 mortar - - -

    E Wall under ground 18 M2 88.00 1,584.00 - 1,584.0 F Ditto, parapet 2 M2 88.00 176.00 - 176.

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    Decorative blocks bedded and jointed in class 1

    mortar - - - G 200 x 200mm claustra blocks 26 M2 108.00 2,808.00 - 2,808.0 Concrete/Blockwork Ties - - -

    H

    150x25 Stainless steel cramps to BS 1449 shortfixed to face of concrete column at max 400mmcenter vertically and maximum 800mm centerhorizontally and staggered 1 Item 1,958.00 1,958.00 - 1,958.0 Cavity wall ties - - -

    J

    Stainless steel strip wall ties min.200mm long x25mm wide to BS 1449, to cavity wall atmaximum 400 centre vertically and 800mmcenter horizontally and staggered 1 Item 1,958.00 1,958.00 - 1,958.0 Corner beads - - -

    K

    W/64 x 64 x 20 x 0.2 Stainless steel angle beadsto BS 2989 grade 22 coating, fixed with 38 clout

    nails at 300mm center 1 Item 1,958.00 1,958.00 - 1,958.0 SUMMARY PAGE - - - ROOFING - - - Cement and sand screeds (1:3) - - -

    3 4 1R A Min. 50mm thick screed ( 1:4) laid to fall @1:80 122 M2 29.00 3,538.00 - 3,538.0 B 50 x50mm fillet 86 M 10.00 860.00 - 860.

    WATER PROOFING TO ROOFS ETC - - -

    Apprived water proofing membrane 4mm thick ontop of primed screeded bed laid in strictaccordance with manufactures instructions - - -

    C On concrete roofs 122 M2 20.00 2,440.00 - 2,440.0 D Sides of concrete plinth min 450mm wide 4 M2 15.00 60.00 - 60. E Ditto on girth ditto 39 M2 10.00 390.00 - 390.

    INSULATION - - - Thermak Insulation - - -

    F50mm closed cell polystyrene insulation boardon water proofing membrane 122 M2 15.00 1,830.00 - 1,830.0

    G1000 gauge Terram or equal and approved filtermembrane laid over insulation board 122 M2 8.00 976.00 - 976. Protection - - -

    H

    Size 15 to 30 crushed and washed limestonechippings min 50mm thick loose laid over filtermembrane 122 M2 12.00 1,464.00 - 1,464.0 Sundries - - -

    J Bellmouth render stop 86 M 10.00 860.00 - 860. K UV resistant Polyurethane sealents 86 M 12.00 1,032.00 - 1,032.0

    L

    10mm thick fiberboard not exceeding 100mm

    wide 94 M 10.00 940.00 - 940. SUMMARY PAGE - - - CARPENTRY & JOINERY - - -

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    Single leaf, semi-solid core door with 4mm thickordinary ply on both face finished with 1.6mmthick high pressured factoty laminated formicaincluding 8mm thich teak lippings on wall edges,ironmongeries and locks all as specified - - -

    3 5 1 A44mm thick door to suit openning size 800 x2200mm high 2 No 1,175.00 2,350.00 - 2,350.0

    Single leaf, semi-solid core door with 4mm thickwbpply on both face finished with 1.6mm thickhigh pressured factoty laminated formicaincluding 8mm thich teak lippings on wall edges,ironmongeries and locks all as specified - - -

    B44mm thick door to suit openning size 700 x2200mm high type D 1 No 1,175.00 1,175.00 - 1,175.0

    C47mm thick door with 1/2 hr fire rating to suitopening 700 x 2200mm high 1 No 1,371.00 1,371.00 - 1,371.0

    Kitchen Cabinet with 12mm thick granite work topand 100mm high splashback on wooden framesincluding single bowl, single drain sink completewith accessories as described and specified ondrg GQ 722/101-08 - - -

    D 1200 x 600 x 900 mm high base unit with sink 1 No 979.00 979.00 - 979. E 2200 x 600 x 900 mm high base unit 1 No 2,447.00 2,447.00 - 2,447.0 F 1600 x 300 x 800 mm high wall unit 1 No 979.00 979.00 - 979.

    SUMMARY PAGE - - - METALWORKS - - -

    Powder coated Aluminium window/door framesdouble galzed with 6mm thick blue tinted stopsolto outer pane and 6mm thick clear float glass toinner pane with 12mm hermetically sealed gapincluding gaskets fixing to frame pointing withapproved sealent on both sies, ironmongeriesand locks all as specified - - -

    3 6 1R A Door unit sixe 700 x 2200 mm high type F 1 No 1,664.00 1,664.00 - 1,664.0

    BWindow unit L - shape size 700 x 1100mm hightype D 2 No 734.00 1,468.00 - 1,468.0

    C Window unit size 900 x 1200mm high type A 1 No 881.00 881.00 - 881. D Ditto, size 1150 x 1200mm high typeE 1 No 979.00 979.00 - 979.

    Powder coated Aluminium window frames double

    galzed with 6mm thick blue tinted stopsol to outerpane and 6mm thick obscured glass to innerpane with 12mm hermetically sealed gapincluding gaskets fixing to frame pointing withapproved sealent ono both sies, ironmongeriesand locks all as specified - - -

    E Window unit size 600 x 600 mm high type Q 3 No 587.00 1,761.00 - 1,761.0

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    Powder coated aluminium window panel with

    fixed sandtrap louver and 12mm stainless steelmesh birds screen - - -

    F Window panel size 900 x 1200mm high, Type C 1 No 685.00 685.00 - 685.

    Powder coated aluminium panel includinggaskets ironmongeries and locks all as specified - - -

    G24mm thick sandwich panel door size 1000 x2200mm high type G 2 No 1,860.00 3,720.00 - 3,720.0

    H25mm thick sandwich panel double leaf door size1400 x 2200mm high 1 No 2,447.00 2,447.00 - 2,447.0

    J Ditto, single leaf door size 1000 x 2200mm high 1 No 1,860.00 1,860.00 - 1,860.0 K 1500 x 2000mm high louvred door 1 No 2,350.00 2,350.00 - 2,350.0

    G.I. meshlink panel on 50mm dia G I prepaintedframe complete with all accessories as specified - - -

    L Double leaf door sixe 1500 x 2200mm high 5 No 2,447.00 12,235.00 - 12,235.0 M Ditto. Door size 1200 x 2200mm high 1 No 2,154.00 2,154.00 - 2,154.0

    N

    opening 16 No 245.00 3,920.00 - 3,920.0 PAGE SUM - - -

    Prepainted metal jamb 1.6mm thick cavity fi lledwith mortar including fixing to wall with 10mm diacounter sunk expansion anchor bolts - - -

    3 6 2 A130 x57mm profiledmetal frameto door openingsize 700 x 2100mm high fixed to concrete wall 2 No 392.00 784.00 - 784.

    B Ditto, size 800 x 2200mm high ditto 2 No 392.00 784.00 - 784.

    Sundries - - - Treshold complete as detailed on drg GQ722/100-06 - - -

    CThreshold to external door size 700 x 2200mmhigh 1 No 392.00 392.00 - 392.

    D Ditto,size 1000 x 2200mm high 2 No 441.00 882.00 - 882. PAGE SUM - - -

    3 6 3 SUMMARY PAGE - - - PLASTERWORKS AND OTHER FLOORWALLS AND CEILIND FINISHES - - - FLOOR FINISHES - - -

    Cement and Sand beds and backings (1:4mix) - - -

    3 10 1R A91.5mm thick screed to receive ceramic floortiles 20 M2 59.00 1,180.00 - 1,180.0

    Ungalzed ceramic floor tiles by H & R Johnsonlaid with nominal face and fi xed with approvedproprietors adhesive and pointing on screededbed (measured seperately) - - -

    B 300 x 300 x 8.5mm thick floor tiles 20 M2 78.00 1,560.00 - 1,560.0

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    Epoxy resin "Nitoflor SL 3000" on "Nitoprime 25"from Fosroc or equal and approved applied i naccordance with manufactures instruction - - -

    C3mm thick surface hardener and dust proofer onsmooth finish slab 78 M2 15.00 1,170.00 - 1,170.0

    D Ditto on wall 100mm height from floor 10 M2 18.00 180.00 - 180. WALL FINISHES - - -

    Cement and sand render (1:3) with float finish - - - E 15mm thick render to receive paint finish 112 M2 23.00 2,576.00 - 2,576.0 F 15mm thick render to receive ceramic tiles 31 M2 23.00 713.00 - 713. G 20mm thick render to receive paint finish 224 M2 23.00 5,152.00 - 5,152.0

    Glazed ceramic wall tiles by H&R Johnson fixedwith approved adhesive proprietary and painting

    or rendered wall (measured seperately) - - - H 150 x 150 x 6.5mm thick wall tiles 31 M2 88.00 2,728.00 - 2,728.0

    SUMMARY PAGE - - - PAINTING AND DECORATION - - - Prepare prime and apply 1 coat primer sealer, 2coats vinyl silk emulsion by Hempel or equal andapproved onl - - -

    3 11 1R A Internal rendered wall 112 M2 11.00 1,232.00 - 1,232.0 B Fairfaced concrete wall/blockworks 68 M2 11.00 748.00 - 748. C Claustre walls 26 M2 10.00 260.00 - 260.

    Prepare prime and apply cortex smooth paintsystem by Hempel or equal and approved on - - -

    D External rendered wall 224 M2 20.00 4,480.00 - 4,480.0 E Fairface concrete wall 151 M2 11.00 1,661.00 - 1,661.0

    Prepare prime and apply 1 coat acrylic primersealer, 1coat splatter and 2 coats cortex mediumby Hempel or equal and approved on - - -

    F Fairfaced soffit of slab 98 M2 20.00 1,960.00 - 1,960.0 Prepare prime and apply 3 coats mattpolyurethane varnish on - - -

    GLipping of wooden door not exceeding 50mmwide 24 M 10.00 240.00 - 240. SUMMARY PAGE - - - SUMMARY ANCILLARY BUILDINGS - - -

    - - - ROADS, PATH AND PAVINGS - - - BITMAC PAVEMENT & ROADS - - -

    EARTHWORKS - - -

    Excavate and remove surface materials such asdebries, windblown sand, vegetation and anyunsuitable amterials with in the area of work, tothe thickness as per the instruction of Engineer.Removal of surface materials shall not includenatural ground unless instructed bu the Engineer - - -

    EXTERNAL WORKS

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    4 1 1 A

    Internal pavement area including landscaping

    area ( Hard & Soft) 3883 M2 15.00 58,245.00 - 58,245.0 Approved selected fill materials compected inlayers (maximum 200mm) to 95% of themaximum dry density - - -

    BTo upgrade pavement and landscaping area(Hard &Soft) to required formation level 3883 M2 15.00 58,245.00 - 58,245.0

    C150mm thick sub-grade materials under bi tmacpavement 2607 M2 10.00 26,070.00 - 26,070.0

    D150mm sub-base material under bitmacpavement 2607 M2 12.00 31,284.00 - 31,284.0 BITMAC PAVEMENT & ROADS - - -

    E 90mm dense bitmac base course type B 2607 M2 15.00 39,105.00 - 39,105.0 F 50mm dense bitmac wearing course type D 2607 M2 10.00 26,070.00 - 26,070.0 G Bitumen prime coat 2607 M2 2.00 5,214.00 - 5,214.0 H Bitumen tack coat 2607 M2 2.00 5,214.00 - 5,214.0

    Precase concrete SRC 20 units hydraulicallypressed bedded and jointed in Class 1 mortar onSRC 20 concrete foundation includinghaunching, bedding, backing with concrete SRC20, formwork, expansion joints , earthworks,blinding and waterproofing complete as detailedon drg no GQ 722/ 100-06 - - -

    J 300 x 150mm high kerb, half battered 494 M2 78.00 38,532.00 - 38,532.0 K Ditto, set to curve 108 M2 88.00 9,504.00 - 9,504.0 L 200 x 75mm high quality edging 499 M2 73.00 36,427.00 - 36,427.0 M Ditto, set to curve 12 M2 73.00 876.00 - 876.

    PAGE SUM - - - Shaded Parking - - - Proprietary type parkin shed comprising ofcircular hollow section frames and shade clothfrom monofilament complete as described abdspecified on drg no GQ 722/100-1 includingfoundations etc - - -

    4 1 2 A 5 Bays Shed ( for 10 cars) 1 No 34,265.00 34,265.00 - 34,265.0 B 2 Bays Shed ( for 4 cars) 1 No 13,706.00 13,706.00 - 13,706.0

    Approved interlocking paviour laid on andincluding 50mm thick sand bed on wellcompacted selected fill materials - - -

    C 200 x 100 x 60mm thick paviours 668 M2 69.00 46,092.00 - 46,092.0 Prepare prime and apply one coat whitethermoplastic road marking 100mm wideincorporating layer of reflectorizing glass beadson new bitmac surface all in accordance with

    QCS Section 6, Part-10 - - - D Parking bay line 39 M 98.00 3,822.00 - 3,822.0 PAGE SUM - - - PERIMETER WALL (CAST IN SITU) - - - EXCAVATION AND EARTHWORKS - - -

    Excavate trench not exceeding 1250mm depth - - - 4 1 3 A Strip footings 218 M3 49.00 10,682.00 - 10,682.0

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    Approved desert fill supplied by the contractor

    and compacted to 95%of the maximum drydensity - - - B Backfill to side of footing 185 M3 15.00 2,775.00 - 2,775.0

    Sundries - - -

    CCart away unnecessary excavated materials toapproved government tips 1 Item 4,895.00 4,895.00 - 4,895.0 Expansion joints with bituminus impregnatedfibreboard between vertical concrete surfaceincluding polysulphide - - -

    D 20mm expansion joint 7 M2 69.00 483.00 - 483. Plain in-situ concrete grsde SRC 15 - - -

    E 100mm Blinding 172 M2 78.00 13,416.00 - 13,416.0 Reinforced in-situ concerte grade OPC 35 - - -

    F Strip footings 31 M3 441.00 13,671.00 - 13,671.0 G Columns 10 M3 489.00 4,890.00 - 4,890.0

    H Tie Beams 10 M3 489.00 4,890.00 - 4,890.0 Formwork - - -

    J To sides of footing 145 M2 49.00 7,105.00 - 7,105.0 K To sides of columns 150 M2 49.00 7,350.00 - 7,350.0 L To sides of tie beam 125 M2 49.00 6,125.00 - 6,125.0

    Reinforcement high yield steel bar reinforcementof varying sizes to - - -

    M Footing 1240 Kg 3.00 3,720.00 - 3,720.0 N Columns 1233 Kg 3.00 3,699.00 - 3,699.0 O Tie Beams 1430 Kg 3.00 4,290.00 - 4,290.0

    PAGE SUM - - - Sundries - - -

    4 1 4 APrepare prime coat and applu 2 coats bituminuspaint on concrete surface below ground level 246 M2 8.00 1,968.00 - 1,968.0

    B Ditto, infilled blockwork 201 M2 8.00 1,608.00 - 1,608.0

    C1000 gauge polythene sheet on painted concretesurface 246 M2 4.00 984.00 - 984.

    D Ditto on blinding 172 M2 4.00 688.00 - 688. E 3mm thick hardboard protection 447 M2 10.00 4,470.00 - 4,470.0

    BLOCKWORK - - - Hollow concrete blocks bedded and jionted inClass 1 mortar including filling cavities withconcrete and reinforcement as detailed in drg noGQ 722/ S520 - - -

    F 200 mm walls 401 M2 78.00 31,278.00 - 31,278.0 FINISHES - - -

    Cement and sand render (1:3) with float finish - - -

    G 20mm thick render to receive paint 716 M2 23.00 16,468.00 - 16,468.0

    Prepare prime and apply 1 coat tropaline primersealer (2663) 2 coats tropatex medium (5886) buHempel or equal and approved on - - -

    H On rendered surface of wall 716 M2 12.00 8,592.00 - 8,592.0 J On fairface concrete surface 67 M2 11.00 737.00 - 737. K - 48 No - -

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    L - 41 No - -

    M - 1 No - - PAGE SUM - - - PRE-CAST BOUNDARY WALL - - -

    4 1 5

    Pre-cast boundary walls elements with selffinished concrete using gray cement and Gabbroaggregate including reinforcement embeddedelectrical conduit curing and fixing to sitecomplete as specified 1 127,270.00 127,270.00 - 127,270.0 Steel grills as datailed and specified on drg no

    GQ 722 / 100-1 1 48,950.00 48,950.00 - 48,950.0 PAGE SUM - - - Proprietary type electrically operated slidingsteel gate complete with all accessories asspecified - - -

    4 1 6 A

    Sliding steel gate as described overall size 6050

    x 2300mm high 1 No 10,769.00 10,769.00 - 10,769.0 Excavate trench including grading of bottumplanking and strutting, filling and compacting inlayers and disposal of surplus excavatedmaterials and PVC marker tape - - -

    4 1 7 A

    Trench for 1 no. pipe not exceeding 100mmaverage 600mm deep including sand bed andsurround 8 M 49.00 392.00 - 392.

    B

    Trench for 2 no. pipe not exceeding 100mmaverage 600mm deep including sand bed andsurround 30 M 49.00 1,470.00 - 1,470.0

    C

    Trench for 8 no. pipe not exceeding 150mmaverage 600mm deep including sand bed andsurround 29 M 49.00 1,421.00 - 1,421.0

    D

    Trench for 8 no. pipe not exceeding 150mmaverage 600mm deep including concrete bedand surround 30 M 49.00 1,470.00 - 1,470.0 Concrete manhole including excavations dampproofing etc. cable bearers, building in end ofduct and complete with approved covers andframe - - -

    E 800 x 800 x 750 mm electrical manhole 3 M 1,468.00 4,404.00 - 4,404.0 F 600 x 600 x 750 mm electrical manhole 2 M 1,175.00 2,350.00 - 2,350.0

    CIVIL WORKS IN CONNECTION WITHTELEPHONE INSTALLATION - - - High impact rigid PVC pipe to BS 4660 with steelring joints and draw wires - - -

    G 90mm dia pipe 95 M 20.00 1,900.00 - 1,900.0 Excavate trench including grading of bottum

    planking and strutting, filling and compacting inlayers and disposal of surplus excavatedmaterials and concrete surround at roadcrossings - - -

    H

    Trench for 2 no. pipe not exceeding 90mmaverage 600mm deep including bed andsurround 38 M 49.00 1,862.00 - 1,862.0

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    J

    Trench for 3 no. pipe not exceeding 90mm

    average 1000mm deep including bed andsurround 18 M 49.00 882.00 - 882.

    K

    Trench for 3 no. pipe not exceeding 90mmaverage 600mm deep including concrete bedand surround 15 M 49.00 735.00 - 735.

    L

    Trench for 1 no. pipe not exceeding 50mmaverage 600mm deep including concrete bedand surround 15 M 49.00 735.00 - 735. PAGE SUM - - - Concrete manhole including excavations dampproofing etc. - - -

    4 1 8 A Standard Q-Tel Manhole designated JRC 4 3 No 979.00 2,937.00 - 2,937.0 SOIL & WASTE WATER DRAINAGE - - - Excavate trench including grading of bottomplanking & strutting filling in and compacting in

    layers and disposal of surplus excavatedmaterials - - -

    4 1 # ATrench for 1 no pipe not exceeding 150mmmaverage 1000mm deep 21 M 49.00 1,029.00 - 1,029.0

    B Ditto,average 1500mm deep 36 M 49.00 1,764.00 - 1,764.0 C Ditto, average 2000mm deep 15 M 98.00 1,470.00 - 1,470.0

    Plain in-situ concrete grade SRC 20 - - -

    D75mm thick blinding to base of trench for pipenot exceeding 150mm diameter 72 M 69.00 4,968.00 - 4,968.0

    EBed and surround to 150mm diameter pipeincluding formwork 72 M 49.00 3,528.00 - 3,528.0 Extra strength vitrified clay pipe and fittings to BS65 spigot and socket type laid and jointed intrench - - -

    F 150mm diameter pipe 72 M 78.00 5,616.00 - 5,616.0

    Manhole including all earthworks, concreteblinding, reinforced concrete wall or 200mm thickfilled blockwork with 12mm mild steelreinforcement tied to reinforced concrete baseslab, benching concrete surround to inlet andoutlet pipes , formwork, internal 12mm mortarrendering, internal and extrenal 12mm mortarrendering, internal and external bitumenprotection to all surface 1000 gauge polythenesheet and 3mm hardboard external protection,step iron, ESVC channels and bends, ductile ironmanhole cover and frame to BS497 all asspecified and detailed in drg GQ 722 - - -

    G

    600 x 600mm manhole, depth to invert notexceeding 1000mm, with medium duty cover andframe, type A 3 M 1,468.00 4,404.00 - 4,404.0

    H

    600 x 600 mm manhole depth to invert level over1000mm not exceeding 2000mm deep, withmedium duty cover and frame, type B 8 M 1,958.00 15,664.00 - 15,664.0 Sundries - -

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    J

    Liaise and attend with CED for all necessary

    permits/Approvals 1 Item 9,790.00 9,790.00 - 9,790.0 PAGE SUM4 1 # SUMMARY EXTERNAL WORKS

    GENERAL SUMMARY ##########

    ##########

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    1 1 7 PRELIMINARIES 1 205,590.00 205,590.00 34,950.30 170,639.70

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    34,950.30 - - - - -

    Valuation No 6 VValuation No 2 Valuation No 3 Valuation No 4 Valuation No 5on No 1

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    R Ditto, on blinding 3407 M2 4.00 13,628.00 S 3mm thick hardboard protection 842 M2 12.00 10,104.00

    TOTAL

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    - 13,628.00 0 3407 - - - 10,104.00 0 842 - -

    43,369.60

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    Amount

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    MAIN BUILDING

    2 2 1 SUPER STRUCTURECONCRETE WORKSReinforced in situ concrete Grade OPC 35

    A Columns 32 M3 489.00 15,648.00 - 15,648.00 B Suspended beams 86 M3 489.00 42,054.00 - 42,054.00 C Suspended slab 159 M3 465.00 73,935.00 - 73,935.00 D Lintel beam 9 M3 465.00 4,185.00 - 4,185.00 E Capping 13 M3 489.00 6,357.00 - 6,357.00 F Staircase stringer and steps 4 M3 489.00 1,956.00 - 1,956.00 G Landing 1 M3 465.00 465.00 - 465.00 H Plinth 9 M3 465.00 4,185.00 - 4,185.00

    FormworkJ To sides of columns 441 M2 49.00 21,609.00 - 21,609.00 K To sides of soffit of suspended beams 735 M2 49.00 36,015.00 - 36,015.00 L Ditto, lintel beam 115 M2 49.00 5,635.00 - 5,635.00 M To sides of capping 140 M2 44.00 6,160.00 - 6,160.00 N To sides of soffit of stringer 14 M2 44.00 616.00 - 616.00 O To sofit of landing 5 M2 49.00 245.00 - 245.00 P To sides of plinth 21 M2 44.00 924.00 - 924.00 Q To soffit of suspended slab 1005 M2 49.00 49,245.00 - 49,245.00 R To riser 6 M2 44.00 264.00 - 264.00

    High yield steel bar reinforcement to BS 4449of varying sizes to

    S Columns 4256 Kg 3.00 12,768.00 - 12,768.00 T Suspended beams 8944 Kg 3.00 26,832.00 - 26,832.00 U Suspended slab 8268 Kg 3.00 24,804.00 - 24,804.00 V Lintel beam 450 Kg 3.00 1,350.00 - 1,350.00

    2 2 2High yield steel bar reinforcement to BS4449 of varying sizes to

    A Capping 1144 Kg 3.00 3,432.00 - 3,432.00 B Staircase stringer and steps 320 Kg 3.00 960.00 - 960.00 C Landing 80 Kg 3.00 240.00 - 240.00

    D Plinth 405 Kg 3.00 1,215.00 - 1,215.00

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    Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount

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    MAIN BUILDING

    2 3 1 BLOCKWORKSolid concrete blocks bedded and jionted inclass 1 mortar

    A 100mm skin of hollow walls 57 M2 64.00 3,648.00 B 100mm walls including parapet 115 M2 64.00 7,360.00

    Hollow concrete blocks bedded and jionted inClass 1 mortar including filling cavities withconcrete at jambs, angles and the lilkes

    C 200mm walls including parapet 640 M2 69.00 44,160.00 D 200mm skin of hollow walls 53 M2 73.00 3,869.00 E 150mm walls including parapet 155 M2 69.00 10,695.00

    Fire clay hollow blocks bedded and jointed inclass 1 mortar

    F 200mm walls 1463 M2 83.00 121,429.00

    Concrete infilled hollow blocks bedded and jointed in class 1 mortar G Upstand 8 M2 88.00 704.00

    Sundries

    H 50mm extruded polystyrene insulation in cavity 53 M2 15.00 795.00 Concrete/Blockwork Ties

    J

    150x25 Stainless steel cramps to BS 1449 shortfixed to face of concrete column at max 400mmcenter vertically and maximum 800mm centerhorizontally and staggered 1 Item 4,895.00 4,895.00 Cavity wall ties

    K

    Stainless steel strip wall ties min.200mm long x

    25mm wide to BS 1449, to cavity wall atmaximum 400 centre vertically and 800mmcenter horizontally and staggered 1 Item 4,405.00 4,405.00 Corner beads

    L

    W/64 x 64 x 20 x 0.2 Stainless steel angle beadsto BS 2989 grade 22 coating, fixed with 38 cloutnails at 300mm center 1 Item 5,874.00 5,874.00

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    Qty Comp Amount Qty Comp Amount Qty Comp

    - 3,648.00 0 57 - - - 7,360.00 0 115 - -

    - 44,160.00 0 640 - - - 3,869.00 0 53 - - - 10,695.00 0 155 - -

    - 121,429.00 0 1463 - -

    - 704.00 0 8 - -

    - 795.00 0 53 - -

    - 4,895.00 0 1 - -

    - 4,405.00 0 1 - -

    - 5,874.00 0 1 - -

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    Amount

    - -

    - - -

    -

    -

    -

    -

    -

    -

    n No 12

  • 8/10/2019 Al Shams BOQ for Valuation

    64/191

    MAIN BUILDING

    2 4 1 ROOFINGCement and sand screeds (1:3)

    A Min 50mm thick screed (1:4) laid to fall @ 1:80 670 M2 29.00 19,430.00 B 50 x 50 mm fillet 406 M 10.00 4,060.00

    WATER PROOFING TO ROOFS ETC

    Approved water proofing membrane 4mm thick,on top of primed screeded bed laid in strictaccordance with manufactures instruction

    C On concrete roofs 670 M2 20.00 13,400.00 Double layer approved waterproofing membranewith slate granules applied on exposed surfacein srtict accordance with manufacturesinstruction

    D Sides of concrete plinth min 450mm wide 32 M2 29.00 928.00 E Ditto, on girth 90 M2 29.00 2,610.00 F Sides of concrete upstands 16 M2 29.00 464.00

    INSULATIONThermal Insulation

    G50mm closed cell polystyrene insulation boardon water proofing membrane 670 M2 15.00 10,050.00

    H1000 gauge Terram or equal and approved filtermembrane laid over insulation board 670 M2 8.00 5,360.00 Protection

    J

    400 x 400 x 50mm thick hydraulically pressedpouring slab laid with tight but joint over filtermembrane 670 M2 20.00 13,400.00

    2 4 2 Sundries A Bellmouth render stop 200 M 10.00 2,000.00 B UV resistant Polyurethane sealents 200 M 12.00 2,400.00

    C10mm thick fiberboard not exceeding 100mmwide 406 M 10.00 4,060.00

    Unit Rate AmountPage No Item Description BOQ Qty

  • 8/10/2019 Al Shams BOQ for Valuation

    65/191

    Qty Comp Amount Qty Comp Amount Qty Comp

    - 19,430.00 0 670 - - - 4,060.00 0 406 - -

    - 13,400.00 0 670 - -

    - 928.00 0 32 - - - 2,610.00 0 90 - - - 464.00 0 16 - -

    - 10,050.00 0 670 - -

    - 5,360.00 0 670 - -

    - 13,400.00 0 670 - -

    - 2,000.00 0 200 - - - 2,400.00 0 200 - -

    - 4,060.00 0 406 - -

    Valuation No 2 ValuatiValueBalance

    Total QtyComp

    Total QtyBalance

    Valuation No 1 ValueValuated

  • 8/10/2019 Al Shams BOQ for Valuation

    66/191

    Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount

    - - - - - - - - - -

    - - - - -

    - - - - - - - - - - - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - - - - - - -

    - - - - -

    Valuation No 6 Valuation No 7n No 3 Valuation No 4 Valuation No 5

  • 8/10/2019 Al Shams BOQ for Valuation

    67/191

  • 8/10/2019 Al Shams BOQ for Valuation

    68/191

    Amount

    - -

    -

    - - -

    -

    -

    -

    - -

    -

    n No 12

  • 8/10/2019 Al Shams BOQ for Valuation

    69/191

    MAIN BUILDING

    2 5 1 CARPENTRY & JOINERY

    Single leaf semi-solid core door with 4mm thickordinary ply on both face finished with 1.6mmthick high pressured factory laminated formicaincluding 8mm thick teak lippings on all edges,Ironmongeries and locks all as specified

    A47mm thick door with 1/2 hour fire rating to suitopening size 1000 x 2200mm high type A 4 No 1,468.00 5,872.00

    B44mm thick door to suit openning size 1000 x2200mm high type C 9 No 1,273.00 11,457.00

    Single leaf semi-solid core door with 4mm thickwbp ply on both face finished with 1.6mm thickhigh pressured factory laminated formicaincluding 8mm thick teak lippings on all edges,Ironmongeries and locks all as specified

    C44mm thick door to suit openning size 800 x2200mm high type D 3 No 1,175.00 3,525.00

    DDitto, to suit openning size 900x 2200mm high,ditto 2 No 1,175.00 2,350.00

    EDitto, to suit openning size 1000 x 2200mm high,ditto 4 No 1,273.00 5,092.00

    F44mm thick door with 100mm undercut to suitopening size 700 x 2200mm high 10 No 1,175.00 11,750.00

    Double leaf semi-solid core door with 4mm thickordinary ply on both face finished with 1.6mmthick high pressured factory laminated formicaincluding 8mm thick teak lippings on all edges,Ironmongeries and locks all as specified

    G47mm thick door with 1/2 hour fire rating to suitopening size 1200 x 2200mm high type B 2 No 2,350.00 4,700.00

    Counter comprising of timber frames with countertop finished with 12mm thick granite and fasciawith 12mm thick corian on plywood backingcomplete as detailed in Dwg GQ 722/101-09

    H Reception counter with door leaf 4500mm length 1 No 4,895.00 4,895.00

    2 5 2

    Kitchen Cabinet with 12mm thick granite work topand 100mm high splashback on wooden framesincluding single bowl, single drain sink completewith accessories as described and specified ondrg GQ 722/101-08

    A 3000 x 600 x 900mm high base unit with sink 1 No 3,916.00 3,916.00

    Unit Rate AmountPage No Item Description BOQ Qty

  • 8/10/2019 Al Shams BOQ for Valuation

    70/191

  • 8/10/2019 Al Shams BOQ for Valuation

    71/191

    Qty Comp Amount Qty Comp Amount Qty Comp

    - 5,872.00 0 4 - -

    - 11,457.00 0 9 - -

    - 3,525.00 0 3 - -

    - 2,350.00 0 2 - -

    - 5,092.00 0 4 - -

    - 11,750.00 0 10 - -

    - 4,700.00 0 2 - -

    - 4,895.00 0 1 - -

    - 3,916.00 0 1 - -

    Valuation No 2 ValuatiValueBalance

    Total QtyComp

    Total QtyBalance

    Valuation No 1 ValueValuated

  • 8/10/2019 Al Shams BOQ for Valuation

    72/191

    - 3,426.00 0 1 - - - 3,916.00 0 1 - - - 2,937.00 0 1 - - - 1,468.00 0 1 - - - 881.00 0 1 - -

    - 980.00 0 10 - -

    - 19,698.00 0 134 - -

    - 6,699.00 0 231 - -

    - 5,384.00 0 2 - - - 5,384.00 0 1 - - - 1,762.00 0 1 - - - 979.00 0 1 - - - 5,874.00 0 6 - - - 1,273.00 0 1 - - - 1,958.00 0 2 - - - 2,692.00 0 1 - - - 1,762.00 0 1 - -

  • 8/10/2019 Al Shams BOQ for Valuation

    73/191

    Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    Valuation No 6 Valuation No 7n No 3 Valuation No 4 Valuation No 5

  • 8/10/2019 Al Shams BOQ for Valuation

    74/191

    - - - - - - - - - - - - - - - - - - - - - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

  • 8/10/2019 Al Shams BOQ for Valuation

    75/191

    Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    Valuation No 10 Valuation No 11 ValuatioValuation No 8 Valuation No 9

  • 8/10/2019 Al Shams BOQ for Valuation

    76/191

    - - - - - - - - - - - - - - - - - - - -

    - - - -

    - - - -

    - - - -

    - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

  • 8/10/2019 Al Shams BOQ for Valuation

    77/191

    Amount

    -

    -

    -

    -

    -

    -

    -

    -

    -

    n No 12

  • 8/10/2019 Al Shams BOQ for Valuation

    78/191

    - - - - -

    -

    -

    -

    - - - - - - - - -

  • 8/10/2019 Al Shams BOQ for Valuation

    79/191

    MAIN BUILDING

    2 6 1-4 STRUCTURAL STEEL WORKS 1 Item 857,604.00 STEEL PAINTING 1 Item 65,001.00 SUMMARY PAGE -

    Unit RatePage No Item DescriptionBOQQty

  • 8/10/2019 Al Shams BOQ for Valuation

    80/191

  • 8/10/2019 Al Shams BOQ for Valuation

    81/191

    Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp

    - - - - - - - - - - - -

    Valuation No 6 ValuatiValuation No 3 Valuation No 4 Valuation No 5

  • 8/10/2019 Al Shams BOQ for Valuation

    82/191

    Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount

    - - - - - - - - - - - - - - -

    Valuation No 10 Valuation No 11n No 7 Valuation No 8 Valuation No 9

  • 8/10/2019 Al Shams BOQ for Valuation

    83/191

  • 8/10/2019 Al Shams BOQ for Valuation

    84/191

    MAIN BUILDING

    2 7 1R METALWORKS

    Powder coated Aluminium window frames doublegalzed with 6mm thick blu tinted stopsol to outerpane and 6mm thick clear float glass to innerpane with 12mm hermetically sealed gapincluding gaskets fixing to frame pointing withapproved sealent on both sides , ironmongeriesand locks all as specified

    A Window unit size 600 x 1500mm high type M 7 No 881.00 6,167.00 B Window unit size 750 x 1500mm high type M 8 No 930.00 7,440.00 C Window unit size 750 x 1300mm high type U 5 No 764.00 3,820.00 D Ditto, size 750 x 1300mm high type V 2 No 734.00 1,468.00

    E Window unit size 1500 x 1500mm high type N 3 No 1,322.00 3,966.00

    F Window unit size 2000 x 1500mm high type S 1 No 1,762.00 1,762.00 G Ditto, size 1800 x 1500mm high type S 1 No 1,615.00 1,615.00

    H Window unit size 2450 x 1200mm high type P 2 No 1,713.00 3,426.00

    J Window unit size 3000 x 1300mm high type T 10 No 2,301.00 23,010.00 K Window unit size 900 x 900mm high type X 5 No 587.00 2,935.00

    L Window unit size 1600 x 1200mm high type W 3 No 1,175.00 3,525.00

    M Window unit size 3700 x 1500mm high type L 2 No 3,329.00 6,658.00

    Powder coated Aluminium window frames doublegalzed with 6mm thick blue tinted stopsol toouter pane and 6mm thick obscured glass toinner pane with 12mm hermetically sealed gapincluding gaskets fixing to frame pointing withapproved sealent on both sies, ironmongeriesand locks all as specified

    N Window unit size 600 x 600mm high type Q 14 No 538.00 7,532.00

    Powder coated Aluminium window/door framesdouble galzed with 7mm thick toughened clearglass to inner pane and 7mm thickblue tintedstopsolglass to outer pane with 12mm

    hermetically sealed gap including gaskets fixingto frame pointing with approved sealent on bothsies, ironmongeries and locks all as specified

    OCurtain wall unit size 1000 x 7100mm high type

    A 2 No 8,321.00 16,642.00

    PCurtain wall unit overrall size 4000 x 7100mmhigh type B 1 No 33,286.00 33,286.00

    2 7 2 ACurtain wall unit excluding attached door overallsize 1000 x 2500 mm high type C 5 No 2,937.00 14,685.00

    Unit Rate AmountPage No Item Description BOQ Qty

  • 8/10/2019 Al Shams BOQ for Valuation

    85/191

  • 8/10/2019 Al Shams BOQ for Valuation

    86/191

    G230 x 57mm profilled metal frame to dooropening size 1000 x 2200mm high 13 No 587.00 7,631.00

    H Ditto, size 1200 x 2200 mm high 2 No 587.00 1,174.00 J Ditto, size 900 x 2200mm high 2 No 538.00 1,076.00

    K

    130x 57mm profilled metal frame to dooropenning size 700x2100mm high fixed onconcrete wall

    10 No 392.00 3,920.00 L Ditto, size 800 x 2200mm high ditto 3 No 392.00 1,176.00

    M

    openning size 1000 x 2200mm high fixed toplasterboard wall 4 No 441.00 1,764.00 Double tier lockers with movable box sectionframe polyster powder coated steel base byGIBCA or equal and approved

    N 1850 x 365mm wide lockers 38 No 1,077.00 40,926.00 2 7 4 Sundries

    Threshold complete as detailed on drg GQ722/100-06

    AThreshold to external door size 2000 x 2500mmhigh 2 No 587.00 1,174.00

    B Ditto, size 1500 x 2500mm high 2 No 538.00 1,076.00 C Ditto, size 2000 x 2200mm heigh 1 No 587.00 587.00

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    Qty Comp Amount Qty Comp Amount Qty Comp

    - 6,167.00 0 7 - - - 7,440.00 0 8 - - - 3,820.00 0 5 - - - 1,468.00 0 2 - -

    - 3,966.00 0 3 - -

    - 1,762.00 0 1 - - - 1,615.00 0 1 - -

    - 3,426.00 0 2 - -

    - 23,010.00 0 10 - - - 2,935.00 0 5 - -

    - 3,525.00 0 3 - -

    - 6,658.00 0 2 - -

    - 7,532.00 0 14 - -

    - 16,642.00 0 2 - -

    - 33,286.00 0 1 - -

    - 14,685.00 0 5 - -

    Valuation No 2 ValuatiValueBalance

    Total QtyComp

    Total QtyBalance

    Valuation No 1 ValueValuated

  • 8/10/2019 Al Shams BOQ for Valuation

    88/191

    - 17,622.00 0 3 - -

    - 22,025.00 0 5 - -

    - 13,216.00 0 1 - -

    - 8,811.00 0 3 - -

    - 7,636.00 0 1 - -

    - 4,993.00 0 1 - -

    - 33,286.00 0 1 - -

    - 2,937.00 0 1 - -

    - 3,916.00 0 2 - - - 1,958.00 0 1 - -

    - 7,342.00 0 1 - -

    - 5,874.00 0 1 - - - 5,874.00 0 1 - - - 6,853.00 0 1 - -

    - 18,601.00 0 1 - -

    - 11,258.00 0 1 - -

    - 6,852.00 0 2 - -

  • 8/10/2019 Al Shams BOQ for Valuation

    89/191

    - 7,631.00 0 13 - - - 1,174.00 0 2 - - - 1,076.00 0 2 - -

    - 3,920.00 0 10 - - - 1,176.00 0 3 - -

    - 1,764.00 0 4 - -

    - 40,926.00 0 38 - -

    - 1,174.00 0 2 - -

    - 1,076.00 0 2 - - - 587.00 0 1 - -

  • 8/10/2019 Al Shams BOQ for Valuation

    90/191

    Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount

    - - - - - - - - - - - - - - - - - - - -

    - - - - -

    - - - - - - - - - -

    - - - - -

    - - - - - - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    Valuation No 6 Valuation No 7n No 3 Valuation No 4 Valuation No 5

  • 8/10/2019 Al Shams BOQ for Valuation

    91/191

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - - - - - - -

    - - - - -

    - - - - - - - - - - - - - - -

    - - - - -

    - - - - -

    - - - - -

  • 8/10/2019 Al Shams BOQ for Valuation

    92/191

    - - - - - - - - - - - - - - -

    - - - - - - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - - - - - - -

  • 8/10/2019 Al Shams BOQ for Valuation

    93/191

    Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp

    - - - - - - - - - - - - - - - -

    - - - -

    - - - - - - - -

    - - - -

    - - - - - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    Valuation No 10 Valuation No 11 ValuatioValuation No 8 Valuation No 9

  • 8/10/2019 Al Shams BOQ for Valuation

    94/191

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - - - - - -

    - - - -

    - - - - - - - - - - - -

    - - - -

    - - - -

    - - - -

  • 8/10/2019 Al Shams BOQ for Valuation

    95/191

    - - - - - - - - - - - -

    - - - - - - - -

    - - - -

    - - - -

    - - - -

    - - - - - - - -

  • 8/10/2019 Al Shams BOQ for Valuation

    96/191

    Amount

    - - - -

    -

    - -

    -

    - -

    -

    -

    -

    -

    -

    -

    n No 12

  • 8/10/2019 Al Shams BOQ for Valuation

    97/191

    -

    -

    -

    -

    -

    -

    -

    -

    - -

    -

    - - -

    -

    -

    -

  • 8/10/2019 Al Shams BOQ for Valuation

    98/191

    - - -

    - -

    -

    -

    -

    - -

  • 8/10/2019 Al Shams BOQ for Valuation

    99/191

    MAIN BUILDING

    2 11 1PLASTERWORKS AND OTHER FLOORWALLS AND CEILIND FINISHESFLOOR FINISHES

    Cement and Sand beds and backings (1:4mix) A 70mm thick screed to receive granite slab 113 M2 59.00 6,667.00 B 20mm thick screed to tread 12 M2 10.00 120.00 C 20mm thick backing to riser 6 M2 10.00 60.00

    D 91.5mm thick screed to receive ceramic floor tiles 433 M2 59.00 25,547.00

    E95mm thick screed to receive surface hardnerand dust proofer 162 M2 69.00 11,178.00

    F 88mm thick screed to receive carpet 145 M2 69.00 10,005.00

    Cut to size high quality granite with border anddesign pattern fixed with approved adhesive andpointing on screed bed (measured separately)

    G 30mm thick granite slab on floor 108 M2 303.00 32,724.00 H Ditto on landing 5 M2 303.00 1,515.00 J 1500mm x 330 x 30mm thick tread 25 No 294.00 7,350.00

    K 4000 x 300 x 30mm thick tread for external steps 1 No 783.00 783.00 L 2000 x 300 x 30mm thick ditto 1 No 392.00 392.00

    M 4000 x 300 x 20mm thick riser for external steps 1 No 392.00 392.00 N 2000 x 300 x 20mm thick ditto 1 No 196.00 196.00 O 1500mm x 130 x 20mm thick riser 25 No 98.00 2,450.00

    Ungalzed ceramic floor tiles by H & R Johnsonlaid with nominal face and fixed with approvedproprietors adhesive and pointing on screededbed (measured seperately)

    P 300 x300 x 8.5mm thick floor tiles 433 M2 78.00 33,774.00

    Epoxy resin "Nitoflor SL 3000" on "Nitoprime 25"from Fosroc or equal and approved applied inaccordance with manufactures instruction

    Q3mm thicksurface hardener on screeded bed(measured elsewhere) 162 M2 15.00 2,430.00

    R3mm thick surface hardener and dust proofer onsmooth finish slab 2761 M2 18.00 49,698.00

    S Ditto on wall 100mm height from floor 405 M2 20.00 8,100.00

    2 11 280/20 Broadloom carpet laid with PVC carpetstrip holder min. 12mm pile height

    A Carpet on floor as described 145 M2 88.00 12,760.00 Skirting

    B 100 x 20mm thick granite skirting 59 M 98.00 5,782.00 C 150 x 100 mm thick ceramic coved skirting 188 M 44.00 8,272.00

    WALL FINISHES

    Cement and sand render (1:3) with float finish

    Unit Rate AmountPage No Item Description BOQ Qty

  • 8/10/2019 Al Shams BOQ for Valuation

    100/191

    D 15mm thick render to receive granite 17 M2 22.00 374.00 E 15mm thick render to receive paint finish 2824 M2 23.00 64,952.00 F 15mm thick render to receive ceramic tiles 501 M2 22.00 11,022.00 G 20mm thick render to receive paint finish 1800 M2 23.00 41,400.00

    Cut to size high quality granite fixed with mortardabs non ferrous metal anchor and clips

    H Granite slab on wall 17 M2 245.00 4,165.00

    Glazed ceramic wall tiles by H&R Johnson fixedwith approved adhesive proprietary and paintingor rendered wall (measured seperately)

    J 150 x 150 x 6.5mm thick wall tiles 501 M2 88.00 44,088.00 CELING FINISHES

    Mineral fibre ceiling tiles "Prima Cirrus" on treludeSL/TL 15mm SILHOUETTE suspension systemby Armstrong or equal and approved

    K 600 x600x15mm thick suspended celling tiles 20 M2 88.00 1,760.00 External quantityPlasterboard fixed with approved suspensionsystem

    L Suspended plasterboard, 19mm thick 22 M2 108.00 2,376.00

    2 11 3

    Aluminium metal celing by 'DAMPA' or equal andapprovedcomplete with access service panel orapproved clips in suspension system

    A 600 x 600mm suspended ceiling tiles 118 M2 196.00 23,128.00 Gypsum Board

    B

    19mm thick suspended gypsum board withcornice moulding and design pattern to theapproved of the Client /Architect 48 M2 98.00 4,704.00

    C 19mm thick suspended plain gypsum board 56 M2 78.00 4,368.00

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    Qty Comp Amount Qty Comp Amount Qty Comp

    - 6,667.00 0 113 - - - 120.00 0 12 - - - 60.00 0 6 - -

    - 25,547.00 0 433 - -

    - 11,178.00 0 162 - - - 10,005.00 0 145 - -

    - 32,724.00 0 108 - - - 1,515.00 0 5 - - - 7,350.00 0 25 - -

    - 783.00 0 1 - - - 392.00 0 1 - -

    - 392.00 0 1 - - - 196.00 0 1 - - - 2,450.00 0 25 - -

    - 33,774.00 0 433 - -

    - 2,430.00 0 162 - -

    - 49,698.00 0 2761 - -

    - 8,100.00 0 405 - -

    - 12,760.00 0 145 - -

    - 5,782.00 0 59 - - - 8,272.00 0 188 - -

    Valuation No 2 ValuatiValueBalance

    Total QtyComp

    Total QtyBalance

    Valuation No 1 ValueValuated

  • 8/10/2019 Al Shams BOQ for Valuation

    102/191

  • 8/10/2019 Al Shams BOQ for Valuation

    103/191

    Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount Qty Comp Amount

    - - - - - - - - - - - - - - -

    - - - - -

    - - - - - - - - - -

    - - - - - - - - - - - - - - -

    - - - - - - - - - -

    - - - - - - - - - - - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - - - - - - -

    Valuation No 6 Valuation No 7n No 3 Valuation No 4 Valuation No 5

  • 8/10/2019 Al Shams BOQ for Valuation

    104/191

    - - - - - - - - - - - - - - - - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - -

    - - - - - - - - - -

  • 8/10/2019 Al Shams BOQ for Valuation

    105/191

  • 8/10/2019 Al Shams BOQ for Valuation

    106/191

    - - - - - - - - - - - - - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - -

    - - - - - - - -

  • 8/10/2019 Al Shams BOQ for Valuation

    107/191

    Amount

    - - -

    -

    - -

    - - -

    - -

    - - -

    -

    -

    -

    -

    -

    - -

    n No 12

  • 8/10/2019 Al Shams BOQ for Valuation

    108/191

    - - - -

    -

    -

    -

    -

    -

    - -

  • 8/10/2019 Al Shams BOQ for Valuation

    109/191

    MAIN BUILDING

    2 12 1 PAINTING AND DECORATIONPrepare prime and apply 1 coat primer sealer, 2coats vinyl silk emulsion by Hempel or equal andapproved on

    A Internal rendered wall 2824 M2 11.00 31,064.00 B Fairfaced concrete wall/blockworks 51 M2 11.00 561.00 C Surface of dry wall partition 192 M2 10.00 1,920.00

    Prepare prime and apply cortex smooth paintsystem by Hempel or equal and approved on

    D External rendered wall 1800 M2 20.00 36,000.00 E Suspended plasterboard, 22 M2 15.00 330.00

    Prepare prime and apply 1 coat acrylic primersealer, 1coat splatter and 2 coats cortex mediumby Hempel or equal and approved on

    F Fairfaced soffit of slab 259 M2 24.00 6,216.00 Prepare prime and