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[]
[]
[{"$nulls":10}," BILL OF QUANTITIES "]
[]
[{"$nulls":10},"CONSTRUCTION OF TYPE A PORTICO."]
[]
[{"$nulls":10},"SH. NOOMARAA ISLAND."]

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[]
["SUMMARY OF BILLS OF QUANTITIES"]
["CONSTRUCTION OF TYPE A PORTICO."]
[]
["Bill No",null,"Description",null,"Amount"]
[]
[1,null,"PRELIMINARIES","Bill no. 01"]
[2,null,"GROUND  WORKS","Bill no. 02"]
[3,null,"CONCRETE","Bill no. 03"]
[4,null,"MASONRY AND PLASTERING","Bill no. 04"]
[5,null,"ROOFING","Bill no. 05"]
[6,null,"TILING","Bill no. 06"]
[7,null,"TILING","Bill no. 07"]
[8,null,"PAINTING","Bill no. 08"]
[9,null,"ELECTRICAL INSTALLATIONS","Bill no. 09"]
[10,null,"TENDERER'S ADJUSTMENTS","Bill no. 10"]
[null,null,"Sub total"]
[null,null,"GST 6%"]
[]
[null,null,"GRAND TOTAL carried to form of bid"]

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["BILL OF QUANTITIES"]
["CONSTRUCTION OF TYPE A PORTICO."]
["SH. NOOMARAA ISLAND."]
[]
["Item","Description","Unit","Quantity","Rate/ Unit ","Rate/ Unit ","Total Unit Rate","Amount"]
[{"$nulls":4},"Material","Labour","Rates per Units"]
[null,"BILL No: 01"]
[null,"PRELIMINARIES"]
[]
[1.1,"General Notes"]
["(1)","Abbreviations"]
[null,"m - meter"]
[null,"No - numbers"]
[null,"m³ - cubic meter"]
[null,"m² - square meter"]
[null,"Lm - Linear meter"]
[null,"KG - Kilograms"]
[null,"incl - including"]
[null,"mm - millimeter"]
[null,"dia - diameter"]
[null,"SS - Stainless Steel"]
[null,"GI - Galvanized Iron"]
[]
[1.4,"Clean-up"]
[{"v":1,"d":"(1)"},"Allow for clean-up of completed works and site upon completion.","Item",{"v":1,"d":"1.00"}]
[]
[]
[]
[null,"BILL No: 01 PRELIMINARIES"]
[null,"TOTAL OF BILL No: 01 - Carried over to summary"]
[null,"BILL No: 02"]
[null,"GROUND  WORKS"]
[]
[2.1,"General"]
[null,"(a) Rates shall include for: leveling, grading, trimming, compacting to faces of excavation, keep sides plumb, backfilling, consolidating and disposing surplus soil."]
[]
[2.2,"Site Clearing"]
[{"v":1,"d":"(1)"},"Demolition of ecisting pouch area, 5.3X1.5M. Rates must include to demolition and clean debris.","item",{"v":1,"d":"1.00"}]
[]
[2.3,"Excavation"]
[null,"Excavation shall be carried out in all type of materials and by whatever means are necessary accurately to the lines and levels shown in the approved drawing. No blasting of any kind will be permitted. Excavation for foundations and will include timbering of soil faces and dewatering.   Excavation quantities are measured to the faces of concrete members. Rates shall include for dewatering, leveling, grading, trimming compacting to faces of excavation, keeping sides plumb, backfilling, consolidating and disposing surplus soil and include for all additional excavation required to place the formwork / shuttering and dewatering the trench for the required days."]
[]
[{"v":1,"d":"(1)"},"Excavation for Footings and Tie beam beams (TB)","m³",3.38]
[]
[2.4,"Back Filling up to ground level."]
[{"v":1,"d":"(1)"},"Rates shall include for: leveling, grading, trimming and compacting as specified.","Item",{"v":1,"d":"1.00"}]
[]
[2.3,"Basement filling Above ground level."]
[{"v":1,"d":"(1)"}," Back filling above ground level in 100mm thick compacted layers of approved back fill soil and disposal of any excess soil and including ramp: rates shall include for leveling, grading, trimming and compaction in 100mm layers of filled areas of excavation ","m³",7.38]
[]
[2.4,"Damp Proof Membrane"]
[null,"Cutting and laying in position heavy duty polythene sheets of gauge 500 (not less than 1.5mm thick). Rates shall include for: dressing around and sealing to all penetrations. Apply slurry type waterproofing to all surfaces of concrete below ground level in accordance with manufacturer's instructions."]
[{"v":1,"d":"(1)"},"Damp proof membrane above lean concrete  for Tootings and Tie beams.","m",7.75]
[{"v":2,"d":"(2)"},"Damp proof membrane below floor slab","m²",{"v":24.6,"d":"24.60"}]
[{"v":3,"d":"(3)"},"Bituminous application to 3 sides of footings, Tie beams  & all the side of columns below ground level.","item",{"v":1,"d":"1.00"}]
[]
[]
[null,"BILL No: 02 - GROUND WORKS"]
[null,"TOTAL OF BILL No: 02 - Carried over to summary"]
[null,"BILL No: 03"]
[null,"CONCRETE"]
[3.1,"General"]
[null,"Rates shall include for cleaning, fabrication, placing, the provision for all necessary temporary fixings and supports including tie wire and other supports, laps and wastage, all reinforcement bars except 6 mm dia bars shall be of deformed high strength bars. 6 mm bar shall be round mild steel bars. Binding wire shall be of 1.6 mm or 1.4 mm soft iron wire.\nReinforcement bars shall be cleaned before use i.e. should be free from rust, oil, din, or other coatings that reduces bonds, all reinforced bars and binding wires shall be stored under cover of at least 450 mm above the ground, cutting and bending according to approved manner & the approved working drawing, placing and fixing in position and binding should be as per the approved working drawing, laps in the bars shall be staggered, concrete cover for reinforcement shall not less than 50 mm for substructure, 40 mm for columns & side beams  and not more than 30 mm for slab and beam bottoms.  \nDesalinated water shall be used for all purposes, ground water shall not be used."]
[]
[3.2,"Lean Concrete"]
[null,"Lean concrete shall be 50mm thick & mix ratio shall be 1:2:6 by dry volume. Lean concrete placed at bottom of footing and foundation beam and below plinth for protection according to line and length mentioned in the approved drawing.  Quantity measured to the edges of concrete foundation members. Rate shall include of placing any formwork where necessary, batching, mixing, casting in all required items pouring & compacting and curing for 3 days and removal of any formwork include for provision casting of  required items & finishing after removal of formwork and additional concrete required to confirm to structural and excavated tolerances and rates shall include supply of all required works"]
[]
[{"v":1,"d":"(1)"},"50 mm thick lean concrete under the footings / strip footing and tie beam with a mix of 1:2:6","m³",0.39]
[]
[3.3,"Reinforced Concrete"]
[null,"In-situ reinforced concrete to:"]
[null,"*Add water proofing compound / admixture to concrete mix for walls GL and Roof Slabs"]
["3.3.1","Foundations"]
[{"v":1,"d":"(1)"},"Footings, F1 600x600X300mm","m³",0.43]
[{"v":2,"d":"(2)"},"Tie Beam, TB 200x250mm","m³",1.01]
[]
["3.3.2","Ground Floor"]
[{"v":1,"d":"(1)"},"RCC Ground Slab 100 mm thick,  ","m³",2.46]
[{"v":2,"d":"(2)"},"Concrete columns C1, 250 x 250mm","m³",1.03]
[]
[]
["3.3.3","Roof Level"]
[{"v":1,"d":"(1)"},"Roof beam, RB, 200x250 ","m³",{"v":1,"d":"1.00"}]
[]
[3.3,"Formwork"]
[null,"(a) Rates shall include for all necessary boarding, supports, erecting, framing, temporary cambering, cutting, perforations for reinforcing bars, bolts, straps, ties, hangers, pipes and removal of formwork.\nAll materials such as plywood, shutter oils and other items and transportation to work place and secure the formwork in highly precise manner guaranteeing straight and smooth concrete edges. \nCutting, fixing, bracing and oiling according to line and length as per approved working drawings removal of it after concrete has set without damaging the concrete faces."]
[]
["3.3.1","Foundations"]
[{"v":1,"d":"(1)"},"Footings, F1 600X600mm","m²",0.72]
[{"v":2,"d":"(2)"},"Tie beam, TB 200X250mm","m²",5.01]
["3.4.2","Ground Floor"]
[{"v":1,"d":"(1)"},"Concrete columns C1, 250 x 250mm, (50% of form work) same form work to be use balance  50% column","m²",{"v":3.8,"d":"3.80"}]
[]
["3.4.2","Roof level"]
[{"v":1,"d":"(1)"},"Roof beam, RB, 200x250 ","m²",7.02]
[]
[]
[3.5,"Reinforcement"]
[null,"GENERAL : Rates shall include for cleaning, fabrication, placing, the provision for all necessary temporary fixings and supports including tie wire and other supports, laps and wastage, all reinforcement bars except 6 mm dia bars shall be of deformed high strength bars. 6 mm bar shall be round mild steel bars. Binding wire shall be of 1.6 mm or 1.4 mm soft iron wire.\nReinforcement bars shall be cleaned before use i.e. should be free from rust, oil, din, or other coatings that reduces bonds, all reinforced bars and binding wires shall be stored under cover of at least 450 mm above the ground, cutting and bending according to approved manner & the approved working drawing, placing and fixing in position and binding should be as per the approved working drawing, laps in the bars shall be staggered, concrete cover for reinforcement shall not less than 50 mm for substructure, 40 mm for columns & side beams  and not more than 30 mm for slab and beam bottoms. "]
[null,"(b) All reinforcing bars shall be high strength bars."]
[]
["3.5.1","Substructure"]
[]
[null,"Footings, F1 600x600mm"]
[{"v":1,"d":"(1)"},"Steel deformed bars, 12mm dia  x 6m","Bars",{"v":5,"d":"5.00"}]
[]
[null,"Tie beam, TB 200x250mm"]
[{"v":1,"d":"(1)"},"Steel deformed bars, 12mm dia  x 6m","Bars",{"v":16,"d":"16.00"}]
[{"v":2,"d":"(2)"},"Steel ring bars, 6mm dia x 6m","Bars",{"v":15,"d":"15.00"}]
[]
["3.5.2","Ground Floor"]
[null,"Concrete columns C1, 250 x 250mm"]
[{"v":1,"d":"(1)"},"Steel deformed bars, 12mm dia x 6m","Bars",{"v":12,"d":"12.00"}]
[{"v":2,"d":"(2)"},"Steel ring bars, 6mm dia x 6m","Bars",{"v":11,"d":"11.00"}]
[]
[]
["3.5.3","Roof level"]
["3.5.3.1","Attached Beams,  "]
[null,"Roof beam, RB, 200x250 mm"]
[{"v":1,"d":"(1)"},"Steel deformed bars, 12mm dia  x 6m","Bars",{"v":16,"d":"16.00"}]
[{"v":2,"d":"(2)"},"Steel ring bars, 6mm dia x 6m","Bars",{"v":15,"d":"15.00"}]
[]
["3.5.5","Floor Slab"]
[{"v":1,"d":"(1)"},"10 mm dia bars @250 C/C, For ground slab","bars",{"v":37,"d":"37.00"}]
[]
[]
[null,"BILL No: 03 - CONCRETE WORKS"]
[null,"TOTAL OF BILL No: 03 - Carried over to summary"]
[null,"BILL No: 04"]
[null,"MASONRY AND PLASTERING"]
[]
[4.1,"General"]
[null,"Rates shall include for: cleaning out cavities, forming rebated reveals and pointing and cleaning down to reveals where necessary; fractional size blocks, all necessary machine cutting, cutting or forming chases or edges of \nfloor slabs, cutting or leaving holes and openings as recesses for and building in pipes, conduits, sleeves and similar as required for all trades; leaving surfaces rough or raking out joints for plastering and flashings, bedding\nframes or plates, building in joists, bearers or similar, temporary supports to openings, templates, reinforcement in walls and for all necessary making good.\nBedding mortar (mixing ratio 1:4 i.e. cement: manufactured sand) shall be of OPC & fine aggregate shall be imported river sand shall be approved in grading & clean from any harmful substance.\nMasonry work shall be done with approved Machine compact cement blocks (300X150X150) with no defects. Lay in line and length as per approved working drawing\nBlock making (mixing ratio 1:4 i.e. cement: Manufactured sand) shall be of OPC & free form salt."]
[null,"floor slabs, cutting or leaving holes and openings as recesses for and building in pipes, conduits, sleeves and similar as required for all trades; leaving surfaces rough or raking out joints for plastering and flashings, bedding "]
[null,"Rates shall include for: 25mm groove lines on external surfaces as shown on the drawing.\nDesalinated water shall be used for all purposes, ground water shall not be used."]
[]
[4.2,"Cement block work"]
[null,"External and external walls"]
["4.2.1","150mm wide Hollow blocks, laid on and incl. 1:5 Cement Mortar, tie rods, compression gap filler, nylon / plastic mesh as specified."]
[{"v":1,"d":"(1)"},"Below floor slab.","m²",7.07]
[]
[4.3,"Plastering"]
[]
[null,"GENERAL: Interior and Exterior:  Plaster All masonry wall have smooth finishing of 18 mm thick cement plastering with mix ratio 1:4 (i.e. cement: River Sand), plastering material shall be of OPC & fine aggregate shall be imported river sand shall be approved in grading & clean from any harmful substance. Plastic net should be provided wherever concrete surface and masonry meets, and cracks are unacceptable. Regular curing up to 7 days must be done, edges of doors, windows and ventilators included."]
[]
["4.3.1","25mm thick cement plastering (2 coat) on external walls and 18mm thick cement plastering on internal walls and concrete surfaces with 1:4 Cement mortar mix as specified incl. wire mesh at joints of concrete surfaces and walls (first, second coats)."]
[{"v":1,"d":"(1)"},"Ground floor","m²",14.14]
[]
[4.4,"Cement Screed Finish"]
["4.4.1","50mm thick Cement screeding on the"]
[null,"concrete floor with 1:4 cement mortar"]
[null,"mix incl. trowel finish; General Areas"]
[{"v":1,"d":"(1)"},"Portico area","m²",80.08]
[]
[4.5,"Drive way paving"]
[{"v":1,"d":"(1)"},"Paving ambulance way as per drawing. Rates include erecting Concerete edge blocks, backfilling, compacting and paving with interlocking blocks ( Blocks to make with Cement, river sand and pressed by machine),  Ambulance way to be paved from Portico to the Gates as per site plan.","m²",{"v":121,"d":"121.00"}]
[]
[null,"BILL No: 04 - MASONRY AND PLASTERING"]
[null,"TOTAL OF BILL No: 04 - Carried over to summary"]
[null,"BILL No: 05"]
[null,"ROOFING"]
[]
[5.1,"General"]
[null,"(a) Rates shall include for: fair edges, dressing over angel fillets, turning into grooves, all other labors, circular edges, nails, screws and other fixings and laps."]
[null,"(b) Rates shall include to apply Wood preservative to  all the surface of timbers (Roof structure)."]
[null,"(b) Rates shall include to remove existing end cap, fascia board and necessary roofing sheets and necessary works to connect new roof to existing roof. "]
[]
[5.2,"Roof Coverings"]
[{"v":1,"d":"(1)"},"Roofing sheets: Blue scope steel international limited MSP, Total coated thickness minimum 0.47mm thick - Aqua marine or equivalent for Main building and connection area. Rates should include the eve are of the existing roof.","m²",{"v":44.3,"d":"44.30"}]
[]
[5.3,"Capping and Flashings"]
[{"v":1,"d":"(1)"},"Ridge Capping/ flashing as per drawing:  Blue scope steel international limited MSP, Total coated thickness minimum 0.47mm thick- Aqua marine or equivalent","m",{"v":1.4,"d":"1.40"}]
[{"v":2,"d":"(2)"},"Hip Capping/ flashing as per drawing:  Blue scope steel international limited MSP, Total coated thickness minimum 0.47mm thick- Aqua marine or equivalent","m",{"v":8.6,"d":"8.60"}]
[{"v":3,"d":"(3)"},"Flashing as per drawing:  Blue scope steel international limited MSP, Total coated thickness minimum 0.47mm thick- Aqua marine or equivalent","m",{"v":8.8,"d":"8.80"}]
[]
[5.4,"Gutter"]
[null,"(a) MSP Color bond flat sheet gutter 200X200mm, Total coated thickness minimum 0.47mm thick,  including framing, and supports, straps, brackets, clips, stop ends, overflow, downpipe outlets, mesh flashings and all fixings and fastenings."]
[{"v":1,"d":"(1)"},"GUTTER: Blue scope steel international MSP- Aqua marine or equivalent ","m",{"v":18.8,"d":"18.80"}]
[]
[5.5,"Down Pipes"]
[{"v":1,"d":"(1)"},"75 mm dia uPVC down pipes including bends, junctions, straps, brackets, clips, roof drain strainer and all fixings.","m",{"v":10,"d":"10.00"}]
[]
[5.7,"Roof Structure"]
[{"v":1,"d":"(1)"},"(a) Rates shall include for: all labor in framing, notching and fitting around projections, pipes, light fittings, hatches, grilles and similar and complete with cleats, packers, wedges and similar and all nails and screws.\n(b) Rates includes to applying solignam wood preservative oil to all the surface of roof structure.\n(c) Rates include to fixing galvanized bolt with washers and nuts as show on the drawings."]
[]
[{"v":1,"d":"(1)"},"Timber rafters 50 X 150mm ","m",{"v":56,"d":"56.00"}]
[{"v":2,"d":"(2)"},"Timber purling 50 X 50mm  ","m",{"v":70.4,"d":"70.40"}]
[{"v":3,"d":"(3)"},"Timber Ridge beam 100 X 150mm ","m",{"v":1.3,"d":"1.30"}]
[{"v":4,"d":"(4)"},"Timber Hip beam 100 X 150mm ","m",{"v":8.4,"d":"8.40"}]
[{"v":5,"d":"(5)"},"Facia board, 18mm thick SHERA board 18 X 250mm at Extension Building.","m",{"v":18.8,"d":"18.80"}]
[{"v":6,"d":"(6)"},"Applying Solignum wood preservative or equivalent  for all roof structure","item",{"v":1,"d":"1.00"}]
[]
[5.8,"Roof Insulation"]
[{"v":1,"d":"(1)"},"50mm thick Mineral wool installation with both side reflective foil on Fixed to underside of roofing with 12.5X12.5mm plastic mesh, Connection and edges of the foil to be sealed properly with a approved tape from consultant.","m²",{"v":44.3,"d":"44.30"}]
[]
[]
[null,"BILL No: 05 - ROOFING"]
[null,"TOTAL OF BILL No: 05 - Carried over to summary"]
[null,"BILL N0: 06"]
[null,"TILING"]
[]
[6.1,"General"]
[null,"Prepare surface for approved bedding tiles with reach bedding materials as per the technical specifications & approved working drawings, fix tiles with ct grout in a precise manner to maintain correct alignment, applying tile grout and wiping any excess grout to ensure the required standards of finished works.\nRates shall include for: fixing, bedding, grouting, and pointing materials; making good around pipes, sanitary fixtures, and similar; cleaning down and polishing any other similar works to ensure the required finish.\nAll tiles shall be Full body homogeneous tiles or equivalent."]
[]
[6.2,"Floor finish"]
[]
["6.2.1","300x300 skid resistant full body homogeneous mat finish floor tiles,  Out door tiles,"]
[{"v":1,"d":"(1)"},"Portico area","m²",{"v":24.6,"d":"24.60"}]
[]
[]
[null,"BILL No: 6 - TILING"]
[null,"TOTAL OF BILL No: 6 - Carried over to summary"]
[null,"BILL No: 7"]
[null,"CEILINGS"]
[]
[7.1,"Interior Ceilings"]
[null,"Interior ceiling consist of  50X50mm Timber frame  @ 1200mm c/c vertical and 600mm c/c horizontal rame with 10 mm thick Gypsum board suspended ceiling, including framing beading nails and screws as per manufactures instruction."]
[{"v":1,"d":"(1)"},"Portico area","m²",{"v":30,"d":"30.00"}]
[{"v":2,"d":"(2)"},"Cornice Border ","Item",{"v":1,"d":"1.00"}]
[]
[7.2,"Exterior Ceilings"]
[null,"Exterior ceiling consist of 6mm thick Shera board suspended ceiling, including framing beading nails and screws. Grid of the frame to be 600 X 600 with timber supports to roof structure at every 1200 mm on the main entrance ceiling & 600X900 mm at eaves of roof ceiling, timber framing and supports shall  50 x 50mm size shall be seasoned red meranti timber as per given drawing."]
[]
[{"v":1,"d":"(1)"},"Ground floor for new building.","m²",19.68]
[]
[]
[]
[]
[null,"BILL N0: 7 CEILINGS"]
[null,"TOTAL OF BILL No: 7 - Carried over to summary"]
[null,"BILL No: 8"]
[null,"PAINTING"]
[]
[8.1,"General"," "]
[null,"Exterior wall shall be of 1 coat of oil based textured paint and 2 coats of Kansani weather bond paint ( oil based ) over 1 coat of oil based sealer ( white) or equivalent (according to technical specifications or approved drawings). Erection of scaffolding, preparing working platforms, applying sealer and two coats of paint as specified in the working drawings. Removal of scaffolding if any after completion of work. Rates shall include for: the provision, erection and removal of scaffolding, preparation, rubbing down between coats and similar work, the protection and/or masking floors, fittings and similar work, removing and replacing door and window and including soffits and sides of beams. "]
[null,"Interior wall shall be of 2-3 coats over 1 coat of water based sealer. Rates includes Erection of scaffolding, preparing working platforms, applying sealer and two coats of paint, Kansani or equivalent as specified in the working drawings. Removal of scaffolding if any after completion of work. Rates shall include for: the provision, erection and removal of scaffolding, preparation, rubbing down between coats and similar work, the protection and/or masking floors, fittings and similar work, removing and replacing door and window and including soffits and sides of beams."]
[]
[null,"Exterior & Exterior Ceiling  (interior and exterior) shall be of 2 coats of (wood paint over 1 coat of wood primer, Kansani or equivalent. Erection of scaffolding, preparing working platforms, applying sealer and two coats of paint as specified in the working drawings. Removal of scaffolding if any after completion of work. Rates shall include for the provision and removal of scaffolding, preparation, rubbing down between coats and similar work, the protection and or masking floors fittings and similar work removing and replacing door window furniture. "]
[null,"All painting work shall be carried in accordance with the Specifications"]
[]
[8.2,"Wall painting"]
[]
["8.2.1","External painting 1 coat of wall sealer, 1 coat texture compound & 2 coats of paints ( all coats to be oil based and external paint)."]
[null,"Internal Painting 1 coat of wall sealer & 2 coats of paints, Emulsion paint putty finish system on plastered and concrete surfaces of internal walls. "]
[{"v":1,"d":"(1)"},"Ground floor Columns","m²",{"v":35,"d":"35.00"}]
[]
[]
[8.3,"Interior Ceiling painting"]
["8.3.1","Emulsion paint putty finish on concrete slab and beams, plywood / cement fiber board of all internal surfaces. 1 coat of primer & 2 coats of paints."]
[{"v":1,"d":"(1)"},"Emulsion putty paint finish","m²",{"v":24.6,"d":"24.60"}]
[]
[8.4,"Exterior ceiling painting"]
[{"v":1,"d":"(1)"},"Exterior Ceiling painting  as per specification given.","m²",19.68]
[]
[]
[]
[null,"BILL No: 9 - PAINTING"]
[null,"TOTAL OF BILL No: 9 - Carried over to summary"]
[null,"BILL No: 9 "]
[null,"ELECTRICAL INSTALLATIONS"]
[]
[9.1,"General"]
[null,"(a) Rates shall include for: screws, nails, bolts, nuts, standard cable fixing or supporting clips, brackets, straps, rivets, plugs and all incidental accessories"]
[null,"(b) Rates for work in trench shall include for: excavation, maintaining faces of excavations, backfilling, compaction, appropriate cable covers, warning tape and disposal of surplus spoil"]
[null,"(c) Rates shall include for electrical conduits, fittings, equipment and similar all fixings to various building surfaces"]
[null,"(d) Each Light/ light fixture and its switch is measured as one  point; similarly each fan or each socket outlet is measured as one point;"]
[null,"(e) Rates shall include for supply and complete installation "]
[]
[9.2,"Mains connection"]
[{"v":1,"d":"(1)"},"Main connection: Rates shall include for screws, nails, bolts ,nuts, standard cable, fixing or supporting clips, brackets, straps, rivets, plugs and all incidental accessories. Rates shall including for electrical conduits, fittings, equipment and similar items. Three - PHASE CABLE WIRING TO D-BOARD:  All necessary work in trench shall include for excavation, maintaining faces of excavations, backfilling, compaction, appropriate cable covers warning tape and disposal of surplus soil supply and laying of the cable in according to Maldives electricity bureau. ( 16mm2 4-Core Cable, Approved by respective Authorities, GI pipe, warning tape), contractor has to measure cable length from site. ","no",{"v":1,"d":"1.00"}]
[]
[9.3,"Electrical Boards"]
[{"v":1,"d":"(1)"},"Three phase electrical distribution board (wall embedded) with one Meter:  Supply and installation of   D-Board .  Rates Shall include all required Brackets and other electrical appliance as per drawings and Maldivian Regulations ( wall embedded ) Meter to be cover with whether proof box. All the light circuit should be one DB Sockets to be one DB.","no",{"v":1,"d":"1.00"}]
[]
[9.4,"Electrical wiring"]
[null,"Three phase Electrical wiring with copper conductor cable in conduits in walls and in casing on soffits of slab as specified to:"]
[{"v":1,"d":"(1)"},"Wiring with 2.5 mm² cable to lights and fan","points",{"v":8,"d":"8.00"}]
[]
[9.5,"Lighting / Fan"]
[{"v":1,"d":"(1)"},"Whether proof Ceiling mount light with  13W LED  bulb,  (Philips) E27, Cool day light, Total lumen 1400, for Portico area","no",{"v":4,"d":"4.00"}]
[{"v":2,"d":"(2)"},"Whether proof wall mount light with  13W LED  bulb,  (Philips) E27, Cool day light, Total lumen 1400, for Portico area","no",{"v":4,"d":"4.00"}]
[]
[9.6,"Light switches "]
[null,"(a) All light switches shall be \"Legrand\" or equivalent. Each light should be control by one switch."]
[]
[{"v":1,"d":"(1)"},"Four gang switch ","no",{"v":1,"d":"1.00"}]
[{"v":2,"d":"(2)"},"Out door photo cell switch","no",{"v":1,"d":"1.00"}]
[]
[]
[]
[null,"BILL No: 9 - ELECTRICAL INSTALLATIONS"]
[null,"TOTAL OF BILL No: 9 - Carried over to summary"]
[]
[null,"BILL No:10"]
[null,"TENDERER'S ADJUSTMENTS"]
[]
[{"v":10,"d":"10.0"},"Any adjustments that the contractor may consider necessary should be written below and on similar continuation sheets if required, and the net amount of the adjustments is to be carried to the summary."]
[null,"(a) Provide detail description of work items under each bill and insert extra pages if required."]
[10.1,"Additions"]
[{"v":1,"d":"(1)"},"PRELIMINARIES, Bill no. 01"]
[{"v":2,"d":"(2)"},"GROUND  WORKS, Bill no. 02"]
[{"v":3,"d":"(3)"},"CONCRETE, Bill no. 03"]
[{"v":4,"d":"(4)"},"MASONRY AND PLASTERING, Bill no. 04"]
[{"v":5,"d":"(5)"},"ROOFING WORKS, Bill no. 05"]
[{"v":6,"d":"(6)"},"TILING, Bill no. 06"]
[{"v":7,"d":"(7)"},"CEILINGS, Bill no. 07"]
[{"v":8,"d":"(8)"},"PAINTING, Bill no. 09"]
[{"v":9,"d":"(9)"},"ELECTRICAL INSTALLATIONS, Bill no. 11"]
[{"v":10,"d":"(10)"},"TENDERER'S ADJUSTMENTS,  Bill no. 13"]
[null,"ADDITIONS TOTAL"]
[]
[10.2,"Omissions"]
[{"v":1,"d":"(1)"},"PRELIMINARIES, Bill no. 01"]
[{"v":2,"d":"(2)"},"GROUND  WORKS, Bill no. 02"]
[{"v":3,"d":"(3)"},"CONCRETE, Bill no. 03"]
[{"v":4,"d":"(4)"},"MASONRY AND PLASTERING, Bill no. 04"]
[{"v":5,"d":"(5)"},"ROOFING WORKS, Bill no. 05"]
[{"v":6,"d":"(6)"},"TILING, Bill no. 06"]
[{"v":7,"d":"(7)"},"CEILINGS, Bill no. 07"]
[{"v":8,"d":"(8)"},"PAINTING, Bill no. 09"]
[{"v":9,"d":"(9)"},"ELECTRICAL INSTALLATIONS, Bill no. 11"]
[{"v":10,"d":"(10)"},"TENDERER'S ADJUSTMENTS,  Bill no. 13"]
[null,"OMISSIONS TOTAL"]
[]
[null,"BILL No: 10 - TENDERER'S ADJUSTMENTS"]
[null,"TOTAL OF BILL No: 10 - Carried over to summary"]