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[]
[{"$nulls":10}," BILL OF QUANTITIES "]
[]
[{"$nulls":10},"CONSTRUCTION OF SINGLE STOREY BUILDING "]
[]
[{"$nulls":10},"N. HENBADHOO ISLAND"]

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["BILL OF QUANTITIES (REVISED)"]
["CONSTRUCTION OF BOUNDARY WALL AT N. HENBADHOO HEALTH CENTER"]
["N. HENBADHOO 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"]
[]
[1.2,"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,"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 also back filling for necessary areas."]
[null,"Rates also include demolishing existing boundary walls including the foundation, and cleaning the debris. The contractor must inspect the site before bidding."]
[{"v":1,"d":"(1)"},"Excavation for Foundation  Beams","m³",24.03]
[]
[]
[2.3,"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,","m²",40.05]
[{"v":2,"d":"(2)"},"Bituminous application to sides of  foundation beams & columns below ground level.","m²",122.95]
[]
[]
[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.  "]
[]
[3.2,"Lean Concrete"]
[null,"Lean concrete shall be 50mm thick & mix ratio shall be 1:3:6 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)"},"Foundation Beams ","m³",{"v":2.4,"d":"2.40"}]
[]
[3.3,"Reinforced Concrete"]
["3.3.1","Foundations"]
[{"v":1,"d":"(1)"},"Foundation Beam, FB 200x250mm","m³",8.01]
[{"v":2,"d":"(2)"},"Concrete columns, 200 x 200mm  ","m³",2.28]
[{"v":3,"d":"(3)"},"Concrete columns, 250 x 250mm ","m³",0.33]
[]
["3.3.2","Top Beam"]
[{"v":1,"d":"(1)"},"Top beam, 150x150mm","m³",{"v":3.6,"d":"3.60"}]
[{"v":2,"d":"(2)"},"Mass concrete wall capping as well as column capping as per the drawings.","m",160.21]
[]
[3.4,"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."]
[]
["3.4.1","Foundations"]
[]
[{"v":1,"d":"(1)"},"Foundation Beam, FB 200x250mm, ( 50% of form work),  same form work to be use balance  50% Foundation.","m²",40.06]
[{"v":2,"d":"(2)"},"Columns, 200 x 200mm, ( 50% of form work),  same form work to be use balance  50% column.","m²",11.91]
[{"v":3,"d":"(3)"},"Columns, 250 x 250mm, ( 50% of form work),  same form work to be use balance  50% column.","m²",1.32]
[{"v":4,"d":"(4)"},"Top beam, 150x150mm,  ( 50% of form work),  same form work to be use balance  50% of top beam.","m³",24.03]
[]
[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","Foundation"]
[{"v":1,"d":"(1)"},"Steel deformed bars, 12mm dia x 6m","Bars",{"v":118,"d":"118.00"}]
[{"v":2,"d":"(2)"},"Steel ring bars, 6mm dia x 6m","Bars",{"v":120,"d":"120.00"}]
[]
["3.5.2","Columns (200X200mm)"]
[{"v":1,"d":"(1)"},"Steel deformed bars, 12mm dia x 6m","Bars",{"v":40,"d":"40.00"}]
[{"v":2,"d":"(2)"},"Steel ring bars, 6mm dia x 6m","Bars",{"v":39,"d":"39.00"}]
[]
["3.5.3","Columns (250X250mm)"]
[{"v":1,"d":"(1)"},"Steel deformed bars, 12mm dia x 6m","Bars",{"v":4,"d":"4.00"}]
[{"v":2,"d":"(2)"},"Steel ring bars, 6mm dia x 6m","Bars",{"v":5,"d":"5.00"}]
[]
["3.5.4","Top beam"]
[{"v":1,"d":"(1)"},"Steel deformed bars, 12mm dia x 6m","Bars",{"v":118,"d":"118.00"}]
[{"v":2,"d":"(2)"},"Steel ring bars, 6mm dia x 6m","Bars",{"v":69,"d":"69.00"}]
[]
[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: River 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 cement blocks (300X150X150) with no defects. Lay in line and length as per approved working drawing"]
[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."]
[null,"Block Making (mixing ratio 1:4 i.e. cement: Local sand) shall be of OPC & local (salt free) sand shall be approved in grading & clean from any harmful substance."]
[]
[4.2,"Cement block work"]
[]
[{"v":1,"d":"(1)"},"150mm Thick Hollow block Masonry wall ","m²",{"v":212,"d":"212.00"}]
[]
[]
[4.3,"Plastering"]
[]
[null,"GENERAL: Interior and Exterior:  Plaster All masonry wall have smooth finishing of 20 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"]
[{"v":1,"d":"(1)"},"Interior and Exterior and exterior plaster 18mm thick, ","m²",{"v":505,"d":"505.00"}]
[]
[4.5,"Drive way paving"]
[{"v":1,"d":"(1)"},"Paving ambulance way as per drawing. Rates include erecting Concerete edge blocks/curb stone, 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":95,"d":"95.00"}]
[]
[]
[null,"BILL No: 04 - MASONRY AND PLASTERING"]
[null,"TOTAL OF BILL No: 04 - Carried over to summary"]
[null,"BILL No: 5"]
[null,"PAINTING"]
[]
[{"v":5,"d":"5.0"},"General"," "]
[]
[null,"Exterior wall shall be of 1 coat of oil based textured (3mm flat head) 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,"All painting work shall be carried in accordance with the Specifications"]
[]
[5.1,"Wall painting"]
[]
[{"v":1,"d":"(1)"},"External painting 1 coat of wall sealer, 1 coat texture compound (3mm flat head)  & 2 coats of paints ( all coats to be oil based and external paint).","m²",{"v":505,"d":"505.00"}]
[]
[]
[]
[null,"BILL No: 5 - PAINTING"]
[null,"TOTAL OF BILL No: 5 - Carried over to summary"]
[]
[null,"BILL No:6"]
[null,"TENDERER'S ADJUSTMENTS"]
[null,"(a) Provide detail description of work items under each bill and insert extra pages if required. "]
[null,"Please include any additional work required to complete this project as per drawing and BOQ,  also include any amount required to omit as per drawing BOQ."]
[null,"Additional works to be included in Addition Bill with details, and any work need to omit please include in omission bill with details."]
[]
[6.1,"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)"},"PAINTING, Bill no. 06"]
[]
[null,"ADDITIONS TOTAL"]
[]
[6.2,"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)"},"PAINTING, Bill no. 06"]
[null,"OMISSIONS TOTAL"]
[]
[]
[]
[null,"BILL No: 6 - TENDERER'S ADJUSTMENTS"]
[null,"TOTAL OF BILL No: 6 - Carried over to summary"]

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[]
["SUMMARY OF BILLS OF QUANTITIES"]
["CONSTRUCTION OF BOUNDARY WALL AT N. HENBADHOO HEALTH CENTER"]
[]
["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,"PAINTING","Bill no. 06"]
[6,null,"TENDERER'S ADJUSTMENTS","Bill no. 07"]
[]
[null,null,"Sub total"]
[null,null,"GST 6%"]
[null,null,"GRAND TOTAL carried to form of bid"]