Earthwork1.00 EARTH WORK EXCAVATIONSl.NoDescription of itemUnitSkilledUnskilledOutput Per Day (8 Hours)1.1Earth Work Excavation in all soils upto a depth of 3Mtr from the natural ground level using excavator and carting away the excavatred earth outside the site or dumping the excavated earth as directed by the Engineer in Charge.Cum1.2Earth work Excavation Manually for Foundation Pits , and trenches in all soils up to a depth of 1.5M from the Ground level including a lift of 1.5M and lead of 30Mtrs1.2.1In ordinary SoilCum1.002.501.2.2Laterite Rock / Soft RockCum1.2.3Hard Rock ( Blasting )Cum1.2.4Trimming the pits excavated by excavator to required level in ordinary soilNos1.001.001.3Removal of slush for the foundation pits , trenches and disposing the rubbish to a distance of 50mCum1.4Breaking boulders to 150mm soling size ( Tractor Load of 3Cum )Per Load1.5Sand & jelly fillingCum1.004.00

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Concrete2. CONCRETE WORKSSl.NoDescription of itemUnitSkilledUnskilledOutput Per Day (8 Hours)2.1Laying cast- in situ P.C.C. of specified thickness wherever specified using river sand, 40mm and down size aggregate, manually using concrete mixer and chute including feeding to the mixer, transportation, placement including cleaning, sub grade preparation, leveling, all leads and lifts, compacting, rough finishing at the top surface etc., at all heights and depths as instructed.2.1.1Foundation , Footing bases of Coluimns , Plinth beamsCum1.0015.009.002.1.2Damp proof Course in specfied thicknesssCum1.0012.008.002.1.3Flooring ,Flagging concrete, Surkhi concrete and Screeding Concrete up to 100mm thicknessSqm1.0012.00150.002.3Laying cast- in situ P.C.C. using concrete supplied batching plant of specified thickness wherever specified using river sand, 40mm and down size aggregate including cleaning, sub grade preparation, leveling, all leads and lifts, compacting, rough finishing at the top surface, and shuttering, if necessary etc., at all heights and depths as instructed.2.3.1Foundation , Footing bases of Coluimns , Plinth beamsCum2.2Laying cast-in -situ Reinforced Cement concreting of any mix using concrete mixer and chute including feeding to the mixer, transportation, placement, vibrating and finsihing of the concrete as per the directions including all lead and lift.(rate includes all labours and masons for finishing)2.2.1Footing , Plinth Beams , and column pededtralsCum.1.0010.007.502.2.2Columns in all Shapes and all LevelsCum.1.009.003.802.2.3Roof Beams at all levelsCum.1.009.007.502.2.4Roof slabs at all levels and heights in any shapesCum.1.009.007.502.2.5Sloped Chajja , Pardi Gutter Beam ConcreteCum.2.2.6Lintel at all levelsCum.2.2.7Cill Concrete at all levelsCum.1.001.001.002.2.8Staircase in all levelsCum.1.009.007.002.2.9Retaining wall , Drops , lift wall , Ribs upto 150mm thickCum.1.009.005.002.2.10RCC Chajja / Lofts / Kitchen Platform / Counter slabs of 75mm thickCum.1.0010.001.142.2.11Starter concreteNo1.001.008.002.2.13Starter concreting for water tankRmt1.001.0020.002.3Laying Ready-mix concrete/concrete supplied by batching plant of any grade using concrete pump including placement, vibrating and finsihing of the concrete as per the directions including all lead and lift.(rate includes all labours and masons for finishing)2.3.1Footing , Plinth Beams , and column pededtralsCum.1.004.0030.002.3.2Columns in all Shapes and all LevelsCum.2.3.3Roof Beams at all levelsCum.1.004.0025.002.3.4Roof slabs at all levels and heights in any shapesCum.1.004.0030.00Note:aCement Bags should be returned back to stores in good conditions at end of every day. A penalty of rs. 1.50 per bag shall be rcovered for damaged empty bags or non return of empty cement bags.bIn case company engages masons for any type of concreting works, cost of the same shall be debited to concerned contractors account as per actuals.cCement consumtion reconcillation statement should accompany every measured bills of individual contractor. Any excess consumtion above approved cement co-effeciant shall be recovered from contractor's account as per actual cost, as decided by project leader.

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steel3. REINFORCEMENT WORKSSl.NoDescription of itemUnitSkilledUnskilledOutput Per Day (8 Hours)3.1Fabricating and placing reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes cutting, bending, fabricating, and placing in position according to drawings. Cost to include supply and use of 18G black annealed binding wire double fold to tie the bars in position As per IS 786 for each 100kg of reinforcing bars of 100kg of rebar, 1kg. of binding wires should be used.3.1.1Up to 12mm Dia Bar ( For Residential Buildings )MT1.002.000.283.1.2Above 12mm Dia Bar ( For Residential Buildings )MT1.002.000.303.1.3Unloading of steel receiving from suppliers at site and stacking at specified placesMT4.0020.00

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Shuttering4. SHUTTERING / FORM WORKSSl.NoDescription of itemUnitSkilledUnskilledOutput Per Day (8 Hours)4.1Erecting form work at all levels and places wherever needed/specified as per drawing including striking with 12mm Plastic coated, marine resistant waterproof ply or M.S.steel form work with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by site engineer. Deshuttering as the duration as approved by the site engineer etc., complete at all levels, heights and profiles for4.1.1Footing , Plinth Beams , and column pedestralsSqm.1.002.0014.004.1.2Columns in all Shapes and all LevelsSqm.1.002.0015.004.1.3.1Roof Beams at all levels - shutteringSqm.1.002.0020.004.1.3.2- deshutteringSqm.4.1.4.1Roof slabs at all levels and heights in any shapes - shutteringSqm.1.002.0020.004.1.4.2- deshutteringSqm.4.1.5Sloped Chajja , Pardi Gutter Beam ConcreteSqm.1.001.005.004.1.6Lintel at all levelsSqm.1.001.0015.004.1.7Cill Concrete at all levelsSqm.1.001.005.004.1.8Staircase in all levelsSqm.1.001.004.004.1.9Retaining wall , Drops , lift wall , Ribs upto 150mm thickSqm.1.001.0010.004.1.10RCC Chajja / Lofts / Kitchen Platform / Counter slabs of 75mm thickSqm.1.001.005.004.1.11Column StarterNo1.001.0010.004.1.12Staging for Columns Ist liftSqm.1.001.0015.004.1.13Staging for Columns II nd liftSqm.1.001.0010.004.1.14Casurina Poles ScaffoldingSqm.4.1.15Scaffolding using horizontals and verticals pipesSqm.1.001.0050.004.2Making of Form Work as per the Design and Drawing4.2.2Columns in all Shapes and all LevelsSqm.1.001.005.004.2.3Roof Beams at all levelsSqm.1.001.0010.004.2.8Staircase in all levelsSqm.1.001.004.004.2.9Retaining wall , Drops , lift wall , Ribs upto 150mm thickSqm.1.001.0020.004.2.11Column StarterNo1.001.008.00

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Masonry5. MASONRY WORKSSl.NoDescription of itemUnitSkilledUnskilledOutput Per Day (8 Hours)5.2Providing and constructing OF PCC block work at all levels in specfied Mix including curing, scaffolding, staging, leads and lifts.5.2.1Granite / Size Stone Masonry in foundationCum1.001.002.005.2.2Granite / Size Stone Masonry for plinthCum1.001.002.005.2.3Laterite Stone MasonryCum5.2.49" thick Burnt Brick MasonryCum5.2.54 1/2" thick Burnt Brick MsonrySqm5.2.6200mm thick Solid Block MasonryCum1.001.001.705.2.7100mm thick Solid Block MasonrySqm1.001.008.505.2.8150mm thick Solid Block MasonrySqm1.001.008.505.2.9Size stone Masonry with PointingSqm1.001.001.505.2.10Brick Tile Masonry (for Managlore zone only)Cum5.2.11200mm thick Hollow Block MasonryCum1.001.001.905.2.12100mm thick Hollow Block MasonrySqm1.001.009.505.2.13150mm thick Hollow Block MasonrySqm1.001.009.505.2.14Extra over 5.2.1 for rough dressing in one sideNo1.0030.005.2.16Extra over 5.2.1 for rough dressing in both sidesNo1.0020.005.2.18Manually Mixing and placing Concrete approx.0.1m thick in every fifth coarse of Block workRmt1.001.0015.005.2.19Design Work in 4" /6" Block for Elevation TreatmentSqm1.001.005.005.2.20Shifting Blocks From Storage Area to Upper floorsPer No.1.0040.00

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Plastering6. Plastering WorksSl.NoDescription of itemUnitSkilledUnskilledOutput Per Day (8 Hours)6.1Plastering to ceilings, in specfied cement mortar mix up to 15mm thick, finishing to line and level with lime rendering at all levels & lifts, including lead and lift of materials, hydrating the lime 24 hours before starting of work, scaffolding, curing, etc., complete.Sqm.1.001.0015.006.2Plastering to Internal Walls, RCC exposed Areas including Beams etc in Specfied cement mortar Mix up to 15mm thick, finishing to line and level with lime rendering at all levels & lifts, including lead and lift of materials, hydrating the lime 24 hours before starting of work, scaffolding, curing, etc., complete.Sqm.1.001.0012.006.3Plastering to External Walls Double Coat, RCC exposed Areas including Beams etc in Specfied cement mortar Mix up to 25mm thick, finishing to line and level including lead and lift of materials, scaffolding, curing, etc., complete.Sqm.1.001.007.506.4Plastering to External Walls Single Coat, RCC exposed Areas including Beams etc in Specfied cement mortar Mix up to 18mm thick, finishing to line and level including lead and lift of materials, scaffolding, curing, etc., complete.Sqm.1.001.009.506.5Rough plastering in specfied Mixes as an undercoat (backing plaster 15mm) on walls for fixing tiles, at all levels & lifts, including rough finishing to line and plumb, the cost of scaffolding, curing, leads and lifts etc., complete.Sqm.1.001.0010.006.6Providing Plastering Bands / Grooves / Window Fins to the line and level on External walls at all levels for a maximum width of 150mm including finishing to line and plumb, the cost of scaffolding, curing, leads and lifts etc., complete.6.6.1Up to 12mm thickRM1.001.0035.006.6.2Above 12mm thickRM1.001.0025.006.7Fixing in position galvanised chicken/plaster mesh 24 guage/Expanded GI mesh at junctions of concrete and masonry and other locations as called for including fixing using adhesives/ cement paste/ nails as instructed by the project manager.RM1.001.0035.006.8Providing and laying Lath plaster at required places using 6mm dia MS rods with approved quality double layer 24 guage chicken mesh/Expanded GI mesh, CM 1:4 plastering, either sand faced finish/ neeru finish as per requirement, curing, staging, scaffolding, work at all heights, welding to the main rods if required as per site conditions, etc., complete as per the instructions of the Project Manager.Sqm.1.001.003.006.12Finishing of triangular shaped parapet coping with plasteringRmt1.001.007.00

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Floor8. Flooring & Finishing WorksSl.NoDescription of itemUnitRecemonded Rate ( Rs )SkilledUnskilledOutput Per Day (8 Hours)ACement Concrete Flooring8.1Providing & laying 40mm thick granolithic flooring laid in panels consisting of consolidating, curing etc. complete. The rate also to include floor hardener of approved make as per specifications and instructions.sqm30.001.001.0010.00BCeramic / Vitrified Flooring8.2Providing and laying Ceramic tile / Vitrified Tile / Glazed Tiles of Various Sizes with approved shade over minimum 20mm thick cement mortar bed of 1:4 mix including pointing with the matching colour pigment cement, washing with dilute acid, etc.8.2.1For Flooringsqm40.001.001.0020.008.2.2SkirtingRM10.001.001.0020.008.2.3Wall DadooingSqm60.001.001.0010.008.3Providing and layingof Eurocon tiel of Various Sizes with approved shade over minimum 20mm thick cement mortar bed of 1:4 mix including pointing with the matching colour pigment cement, washing with dilute acid, etc.8.2.1For Eurocon size of 300mm X 300mmsqm40.0040.008.2.2For Eurocon size of 50mm X 100mmsqm100.00100.008.4Providing and laying Mangalore Tiles of Various Size over Sloped roof and Sloped Chajja over minimum 20mm thick cement mortar bed of 1:4 mix including pointing with the matching colour pigment cement, washing with dilute acid, etc.sqm120.00120.008.5Laying of "Bisazza" glass mosaic tiles of Group 1 series of approved colour/shade using BAL adhesive base with a minimum bedding thickness of 3mm. The gap between tiles shall be grouted with BAL grout and to be finished neat. The entire work shall be executed confirming to the manufacturers specifications of M/s Bisazza and M/s BAL adhesives (India) Pvt Ltd. Location: Top surface of vaulted roof of tower block.sqm250.00250.00CGranite / Marble WorksLayingLaying8.6Cutting and laying in position 20mm thick polished granite / Marble as per pattern laid over a bed/backing of minimum 20mm cement mortar 1:3, laid to proper line, cutting, curing, etc., complete as per the instructions of the Project Manager.8.6.1For Flooringsqm120.00120.008.6.2Skiringsqm120.00120.008.6.3Counter Slabssqm130.00130.008.6.4Kitechen Counter with Bull Nosingsqm130.00130.008.6.5Wall Claddingsqm130.00130.008.6.6Stair Case Treads and Riserssqm130.00130.008.6.7Half round polishRft20.0020.008.6.8Full round polishRft40.0040.008.6.9Granite Wall CillsSqm120.00120.00

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Paint9. PAINTING WORKSSl.NoDescription of itemUnitRecemonded Rate ( Rs )SkilledUnskilledOutput Per Day (8 Hours)9.1Prepare the surface of ceiling, internal walls, beams, column, fins etc., and apply two coats acryllic distemper of approved make and shade over one coat of wall primer painting including necessary sand papering, fully putty work, scaffolding etc., complete.Sqm.31.351.0030.009.2Applying three coats of water proof cement base paint of approved make and colour (snowcem or equivalent). The surface should be thoroughly cleaned and wetted before painting. The painting and curing should be done as per the manufacturer's specification.Sqm.27.401.0020.009.3Providing two or more coats of synthetic enamel paint of approved make and shade over one coat of primer for doors, windows, gates, railings, grills, and structural steel work at all levels to give a uniform finish as approved.9.3.1Wooden SurfacesSqm.59.601.0020.329.3.2steel SurfacesSqm.64.301.0036.609.4Providing three or more coats of white washing to walls, ceiling, etc.in all areas as called for, applied with brushes and brought to approved uniform finish.Sqm.7.801.0015.009.5Prepare the surface of ceiling, internal walls, beams, column, fins etc., and apply two coats of Plastic Emulsion Paint of approved make and shade over one coat of wall primer painting including necessary sand papering, fully putty work, scaffolding etc., complete.Sqm.53.901.0030.00

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Mis10. MISCELLANEOUS WORKSSl.NoDescription of itemUnitRecemonded Rate ( Rs )SkilledUnskilledOutput Per Day (8 Hours)10.1Joinery Fixing10.1.1Door Frame FixingNo90.001.001.004.0010.1.2Single Panel Window Frame FixingNo60.001.001.004.0010.1.6Door Shutter FixingSqm75.001.001.0014.0010.1.7Window Shutter FixingSqm100.0010.1.8Grill Fixing for windowsSqm15.001.001.009.1510.1.9Lock Fixing for DoorsNo120.001.001.005.0010.1.15Fixing of Door BushNo5.001.0015.0010.1.16Fixing of Curtain RodNo10.001.0020.0010.1.17Fixing of Door StopperNo5.001.0020.0010.1.18Fixing of Door HandleNo1.0018.0010.1.19Fixing of wooden beading on shuttersRmt1.001.0075.0010.4Hacking WorksWith Tools10.4.1Column HackingSqm4.301.0050.0010.4.2Ceiling HackingSqm4.301.0030.0010.4.3Beam HackingSqm4.301.0030.00Without Tools10.4.4Column HackingSqm3.3010.4.5Ceiling HackingSqm3.3010.4.6Beam HackingSqm3.30

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