fencing 2 (2)Estimate for Chain link fencing all around top of misrigunj Reservoir for Restriicting access to stray animals and anti social elements on top of Misrigunj Reservoir under CB Section Sub div no-1 O&m Div no-1snoDescription of itemUnitNosLBH/DqtyRateAmountGrid AB,BC,CD,EF,AF1Plain cement concrete - Nominal Mix (1:2:4) with 12 to 20mm HBG metal including cost and conveyance of all materials, labour charges, water charges, tools and tackles, all leads & lifts etc., complete for finished item of work as per directions of the Engineer-in-charge. (IS-456)pedastal(230x230)CumGrid AB410.230.230.30.651Grid BC330.230.230.30.52Grid CD210.230.230.30.33Grid DE210.230.230.30.33Grid EF210.230.230.30.33Grid AF640.230.230.31.023.1902Supply and fixing in position MS Angles of size ISA 50mmx50mmx6mm for poles of chain link mesh fencing and painting with two coats of synthetic enamel paint of approved quality, make, colour and shade over a coat of red oxide including cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of work .Grid AB411.873.80Grid BC331.859.40Grid CD211.837.80Grid DE211.837.80Grid EF211.837.80Grid AF641.8115.20angles 50x50x6@4.25 Kg/rmt361.801537.6576.1117015.1653Supply and fixing of chain link mesh of 8 gauge 4" x 4" size including cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of workGrid ABSqm1x1801.5120Grid BCSqm1x1641.596Grid CDSqm1x1401.560Grid DESqm1x1401.560Grid EFSqm1x1401.560Grid AFSqm1x11271.5190.5416586.5278.00163047126.8292682927Provision of Grill type gate at Locations.4Supply & Fixing of MS Grill of Suitable size using with MS Angular iron Frame of size 35 X35X 4mm thick alround and using MS 8mm Sq Safety bars @ 125 Centre to Centre on Both Horizontal & Vertical sides, with Hold Fast with Flat Patty 30mm X 4mm Thick, including cost and Conveyance of all Labour and material Charges for fixing of Grills in position, Welding rods, Power Charges & Fixing in position with required Patty of 30 MM X 4 MM size as per requirement and all, Cost & Conveyance of all materials at site & Painted with one Coat of Steel Primer, two coats of synthetic Enamel paint incl PS charges for access to Pump room and filling station MetreGrid ABSqm1x13.51.24.2Grid BCSqm1x1Grid CDSqm1x1Grid DESqm1x11.21.51.8Grid EFSqm1x10Grid AFSqm1x21.21.51.87.89927737.6287799.8

data f1Laying of Cement Concrete (1:4:8) mix using 40mm size HBG metal for foundations including cost and conveyance of all materials at all leads and lifts, ramming, consolidating, curing etc,complete. for finished item of work as per directions of the Engineer-in-charge.Unit = 1cumData Sl.No.22, Pg.20 of Bldg. itemsA. MATERIALS:Cementkg1625810Coarse aggregate 40 mmcum0.9745670.5Fine aggregate (Sand ))cum0.45750337.5Water (M-189) (including for curing)kl1.27084B. MACHINERYL.C.128.7Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Sl.No.16, pg.153 of Hire chrgshour0222.80C. LABOUR:Mason 1st classday0.140040Mazdoor (unskilled)day1.39350486.5D) Overheads & Contractors Profit on a to d0.142428.5339.99Total2768.49e) cement conveyance charges with profit16200f) Sand conveyance charges with profit0.451253.1563.895g) metal conveyance charges with profit0.9183.65165.2851.14h) area allowances on labour with profit including 14% profit & O.H charges0.2655.2149.3856Total Rate/1cum with HBG metal3647.06Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms of approved quality, including cost & conveyance of all materials, labour charges, scaffolding leads, lifts and curing complete as per the directions of the Engineer in charge for the finished item of work .1CumData Sl.No.42, Pg.31 of Bld. ItemsA. MATERIALS:Cementkg485240Bricks traditional size 23 x 11 x 7 cms 2nd class Sl.No.1, Pg.9 Bldg itemsNos51234001740.8Fine aggregate (Sand) Sl.No.27, Pg.16cum0.2750150B. LABOUR:Mason 1st classday0.2440096Mason 2nd classday0.56350196Mazdoor (unskilled)day1.89300567145.83Scaffolding charges 38.83 /1 SQM, for 1 cum = (38.83/0.23)= 168.83cum1168.83168.83C. Overheads & Contractors Profit on a to b 14%0.143158.63442.2082Basic Rate per Cum3600.8382d) Bricks conveyance charges with profitNos5120.21888112.06656e) Cement Conveyance charges with profitKg4800f) Sand conveyance charges with profitCum0.21253.1250.621.14g) area allowances on labour with profit0.21004.83229.10124COST per 1 cum4192.63For Brick Masonry without scaffoldingCost of BM with scaffolding4192.63Deduct scaffolding with profit-192.46621.14area allowances on labour with profit0.2145.83-33.24924COST per 1 cum3966.91Plain Cement concrete - Nominal Mix (1:2:4) with 12 to 20mm HBG metal including cost and conveyance of all materials, labour charges, water charges, tools and tackles, all leads & lifts etc., complete for finished item of work as per directions of the Engineer-in-charge. (IS-456)Total Rate of CC(1:3:6)3952.85a) Add difference in quantity of cement(330-220)kg = 110 KgKg1105550b) Deduct 50% of centring charges for footings1352-352c ) Overheads & Contractors Profit on a to b0.1419827.72BASIC COST per 1 cum4178.57d) Add cement conveyance charges for difference quantity of cement with profitKg11000e) Deduct area allowances on labour portion of centring including with profit0.2303-69.084Total Rate/1cum4109.49Supply and fixing in position MS Angles of size ISA 50mmx50mmx6mm for poles of chain link mesh fencing and painting with two coats of synthetic enamel paint of approved quality, make, colour and shade over a coat of red oxide including cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of work .Unit = 1 KgCost of steel (including wastage)kg1.0254546.125Fabrication charges as per # BMM-V.14, Sl.No. 850 0f BldsKg11414Fixing charges as per # BMM-V.15, Sl.No. 851 0f Bldskg133Painting charges (LS)kg111over heads and contractor profit 14%0.1464.1258.9775Basic Rate per Kg73.1d) Steel conveyance charges with profit1.0250.27570.28259251.14Area allowance on labour with profit0.2102.28Rate per KgRs.75.66Supply and fixing of chain link mesh of 8 gauge4" x 4" size including cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of workCost of material vide Sl.N0.148, Bldg Items1 Sqm1.00223.00223.00Labour for fixing in position including conveyance charges of materials and GI wireL.S.20.0020.00Overheads & Contractors Profit14%243.0034.02TotalRate/1 sqm Rs.277.02Plastering with CM (1:5), 12 mm thick to even surface walls including cost & conveyance of all materials, labour charges, leads, lifts , scaffolding and curing complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.78, Pg.42 of Bld. ItemsA. MATERIALS:Cement for CMKg43.25216SandCum0.1575750118.125B. LABOUR:Mason 1st classday0.6400240Mazdoor (unskilled)day0.96350336Mazdoor for mixing mortorday0.032507.533.5Scaffolding chargessqm103.8838.8C. Overheads & Contractors Profit on a to d 14%0.14956.425133.8995BASIC COST per 10 SQMRs.1090.32BASIC COST per 1 SQMRs.109.032Cement conveyance charges with profitKg4.3200Sand conveyance charges with profitCum0.015751253.119.7363251.14D. Area allowances on labour with profit0.261.714.0676COST for 1SqmRs.142.84

Grid BCDEFDetailed Estimate for fencing for Misrigunj Reservoir under CB section for Restricting access of stray dogs over Reservoir top under Chandulal Baradari sectioon of Sub Div no-1 of O&M Div no-1snoDescription of itemUnitNosLBH/DqtyRateAmountGrid (Span 100 Rmt)1Laying of Cement Concrete (1:4:8) mix using 40mm size HBG metal for foundations including cost and conveyance of all materials at all leads and lifts, ramming, consolidating, curing etc,complete. for finished item of work as per directions of the Engineer-in-charge. 75 mm Thkcum11000.20.0751.53647.065470.592Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms of approved quality, including cost & conveyance of all materials, labour charges, scaffolding leads, lifts and curing complete as per the directions of the Engineer in charge for the finished item of work .half Brick wall 115 mm thkPeriphery wall 230 mm Ht190.110.1150.232.38343966.919454.773Plain cement concrete - Nominal Mix (1:2:4) with 12 to 20mm HBG metal including cost and conveyance of all materials, labour charges, water charges, tools and tackles, all leads & lifts etc., complete for finished item of work as per directions of the Engineer-in-charge. (IS-456)pedastal(230x230)Cum430.230.230.230.524109.492150.04Plastering with CM (1:5), 12 mm thick to even surface walls including cost & conveyance of all materials, labour charges, leads, lifts , scaffolding and curing complete as per the directions of the Engineer in charge for the finished item of work.pedastalnos430.690.411.8680Periphery wall 300 mm Htnos190.110.2320.725332.59142.844655.65Supply and fixing in position MS Angles of size ISA 50mmx50mmx6mm for poles of chain link mesh fencing and painting with two coats of synthetic enamel paint of approved quality, make, colour and shade over a coat of red oxide including cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of work .angles 50x50x6nos431.877.4Kg.@4.5 kg per rmt348.375.626331.486Supply and fixing of chain link mesh of 8 gauge 4" x 4" size including cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of worksqm1x11001.5150adding 5% wastage extra10Total160.0285.0045600.00Supply & Fixing of MS Grill Gate of Suitable size using with MS Angular iron Frame of size 35 X35X 4mm thick alround and using MS 8mm Sq Safety bars @ 125 Centre to Centre on Both Horizontal & Vertical sides, with Hold Fast with Flat Patty 30mm X 4mm Thick, including cost and Conveyance of all Labour and material Charges for fixing of Grills in position, Welding rods, Power Charges & Fixing in position with required Patty of 30 MM X 4 MM size as per requirement and all, Cost & Conveyance of all materials at site & Painted with one Coat of Steel Primer, two coats of synthetic Enamel paint incl PS charges for access to Chlorine room , pump room and filling station Metresqm1x21.21.53.6994.53580.1997242.66

.@4.5 kg per rmt

FENCING 3snoDescription of itemUnitNosLBH/DqtyRateAmountGrid AF(Span 127 Rmt)1Laying of Cement Concrete (1:4:8) mix using 40mm size HBG metal for foundations including cost and conveyance of all materials at all leads and lifts, ramming, consolidating, curing etc,complete. for finished item of work as per directions of the Engineer-in-charge. 75 mm Thkcum11270.20.0751.93867.657367.872Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms of approved quality, including cost & conveyance of all materials, labour charges, scaffolding leads, lifts and curing complete as per the directions of the Engineer in charge for the finished item of work .half Brick wall 115 mm thkPeriphery wall 300 mm Ht11270.1150.34.38154192.6318370.01Pedastal 350x350x0.4m ht860.350.350.44.21404192.6317667.743Plain cement concrete - Nominal Mix (1:2:4) with 12 to 20mm HBG metal including cost and conveyance of all materials, labour charges, water charges, tools and tackles, all leads & lifts etc., complete for finished item of work as per directions of the Engineer-in-charge. (IS-456)pedastal(350x350)Cum860.150.150.150.294109.491192.84Plastering with CM (1:5), 12 mm thick to even surface walls including cost & conveyance of all materials, labour charges, leads, lifts , scaffolding and curing complete as per the directions of the Engineer in charge for the finished item of work.pedastalnos861.40.448.1600Periphery wall 300 mm Htnos11270.338.100086.26142.8412321.45Supply and fixing in position MS Angles of size ISA 50mmx50mmx6mm for poles of chain link mesh fencing and painting with two coats of synthetic enamel paint of approved quality, make, colour and shade over a coat of red oxide including cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of work .angles 50x50x6nos862.2189.2Kg.@4.5 kg per rmt851.475.664365.846Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).horizontal Lines127x51.5952.5Inclined lines127x12254Rmt1206.5add 5% wastage60.325Total1266.811.5014568.49Provision of Grill type gate at LocationsSupply & Fixing of MS Grill of Suitable size using with MS Angular iron Frame of size 35 X35X 4mm thick alround and using MS 8mm Sq Safety bars @ 125 Centre to Centre on Both Horizontal & Vertical sides, with Hold Fast with Flat Patty 30mm X 4mm Thick, including cost and Conveyance of all Labour and material Charges for fixing of Grills in position, Welding rods, Power Charges & Fixing in position with required Patty of 30 MM X 4 MM size as per requirement and all, Cost & Conveyance of all materials at site & Painted with one Coat of Steel Primer, two coats of synthetic Enamel paint incl PS charges for access to Pump room and filling station Metre1x21.224.8994.54773.59135854.11252.5160.96413.46103.365

.@4.5 kg per rmt

fencing 2snoDescription of itemUnitNosLBH/DqtyRateAmountGrid AB(Span 81 Rmt)1Laying of Cement Concrete (1:4:8) mix using 40mm size HBG metal for foundations including cost and conveyance of all materials at all leads and lifts, ramming, consolidating, curing etc,complete. for finished item of work as per directions of the Engineer-in-charge. 75 mm Thkcum1810.20.0751.23867.654699.192Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms of approved quality, including cost & conveyance of all materials, labour charges, scaffolding leads, lifts and curing complete as per the directions of the Engineer in charge for the finished item of work .half Brick wall 115 mm thkPeriphery wall 300 mm Ht1810.1150.32.79454192.6311716.30Pedastal 350x350x0.4m ht550.350.350.42.69504192.6311299.143Plain cement concrete - Nominal Mix (1:2:4) with 12 to 20mm HBG metal including cost and conveyance of all materials, labour charges, water charges, tools and tackles, all leads & lifts etc., complete for finished item of work as per directions of the Engineer-in-charge. (IS-456)pedastal(350x350)Cum550.150.150.150.194109.49762.84Plastering with CM (1:5), 12 mm thick to even surface walls including cost & conveyance of all materials, labour charges, leads, lifts , scaffolding and curing complete as per the directions of the Engineer in charge for the finished item of work.pedastalnos551.40.430.8000Periphery wall 300 mm Htnos1810.324.300055.10142.847870.55Supply and fixing in position MS Angles of size ISA 50mmx50mmx6mm for poles of chain link mesh fencing and painting with two coats of synthetic enamel paint of approved quality, make, colour and shade over a coat of red oxide including cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of work .angles 50x50x6nos552.2121Kg.@4.5 kg per rmt544.575.641164.26Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).horizontal Lines81x51.5607.5Inclined lines81x12162Rmt769.5add 5% wastage38.475Total808.011.509291.71Provision of Grill type gate at LocationsSupply & Fixing of MS Grill of Suitable size using with MS Angular iron Frame of size 35 X35X 4mm thick alround and using MS 8mm Sq Safety bars @ 125 Centre to Centre on Both Horizontal & Vertical sides, with Hold Fast with Flat Patty 30mm X 4mm Thick, including cost and Conveyance of all Labour and material Charges for fixing of Grills in position, Welding rods, Power Charges & Fixing in position with required Patty of 30 MM X 4 MM size as per requirement and all, Cost & Conveyance of all materials at site & Painted with one Coat of Steel Primer, two coats of synthetic Enamel paint incl PS charges for access to Pump room and filling station Metre1x00994.50.0086803.86

.@4.5 kg per rmt

data (2)DATAName of work: Civil works for Erection of 132 KV Sub Station at BORAPATLA (With Sub Station Automation Provision) In Medak Dist.Date of preparation : 12-10-2010SSR adopted : SSR 2010-11( With Revised Cement and Steel Rates of 3rd Month ( AUGUST 2010) of 1st Quarter )Sub Station WorksLEVELLING AND GRADING1Clearing thik jungle grouth (less than 50 percent open space) including bushes up to 30 cm /parthenium and other weeds including burning or disposing off the same as directed by Engineer in charge for the finished item of work.Data per 1000 SqmAs per IRR-PMW 1-2Labour:Work inspectorDay0.50237.00118.50MazdoorDay5.00196.00980.00Overheads & Contractors Profit14%1098.50153.79Basic Rate per Sqm1252.291.14Area allowances on labour including 14% towards profit & O.H charges20%1098.50250.46Total Rate/1000Sqm1502.75Rate per 1 Sqm Rs.1.501Levelling by cutting and filling by mechanical means including pre-watering of soil, excavation of soils, depositing the soils in filling areas , spreading soils, breaking clods, sectioning and consolidation with three wheel 8 to 10 MT static Road Roller @ OMC to meet requirement as per standard specification , including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per (Payment will be made based on level for finished item of work).up to 10 meters radiusUnit = cumData Sl.No.4-iii, Pg.299 of Roads & BridgesTaking output = 100 cuma)LabourMateday-Mazdoor (Unskilled)day0.52196.00101.92L.C.b) Machinery214.93Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour Sl.No.52(Hire Chgs), Pg.154hr1.671808.503020.20L.C.65.00Motor grader for grading @ 200 cum per hour Sl.No.2(Hire Chgs), of R&B taken 1/4 th qtyhour0.252600.00650.00L.C.138.00Water tanker 6 kl capacity Sl.No.8 of R&B (Hire Chgs),hour4.00345.001380.00L.C.154.125Static Road Roller 80 - 100 kN Sl.No.50(Hire Chgs), Pg.154hour1.25746.50933.13C) Water (M-189)kl24.0070.001680.00over heads and contractor profit on a to c 14%14%7765.241087.13Cost for 100 cum8852.37Basic cost /1cum88.521.14area allowance on labour with profit20%6.741.54Rate per CumRs.90.06without grader81.112Levelling by cutting and filling by mechanical means including pre-watering of soil, excavation of soils, depositing the soils in filling areas , spreading soils, breaking clods, sectioning and consolidation with three wheel 8 to 10 MT static Road Roller @ OMC to meet requirement as per standard specification , including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per (Payment will be made based on level for finished item of work).above 10m to 1000m radiusTaking output = 100 cumData Sl.No.4 (i), Pg.297 of R&B Dataa)LabourMateday-Mazdoor (Unskilled)day1.04196.00203.84L.C.b) Machinery214.93Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour Sl.No.52(Hire Chgs), Pg.154hour1.671808.503020.20L.C.450.9Tipper 5.5 cum with 10 t capacity Sl.No.54(Hire Chgs), Pg.154hour4.50629.802834.10L.C.64.35Dozer D-50 for spreading @ 200 cum per hour Sl.No.8(Hire Chgs), Pg.153hour0.501729.90864.95L.C.32.50Motor grader for grading @ 200 cum per hour Sl.No.2(Hire Chgs), of R&B taken 1/4 th qtyhour0.132600.00325.00L.C.69.00Water tanker 6 kl capacity Sl.No.8 of R&B (Hire Chgs),hour2.00345.00690.00L.C.154.125Three wheel 80-100 kN Static Roller @ 80 cum per hour Sl.No.50(Hire Chgs), Pg.154hour1.25746.50933.13c) MaterialC) Water (M-189)kl12.0070.00840.00over heads and contractor profit 14%14%9711.211359.57Cost for 100 cum11070.78Basic cost /1cum110.711.14area allowance on labour with profit20%11.902.71Rate per CumRs.113.42without motor grader107.00avg rate with 1/4 th grader101.74avg rate without grader94.063Levelling by filling with borrowed gravel by mechanical means including pre-watering of soil, excavation of soils,conveyance of soils, depositing the soils in filling areas , spreading soils, breaking clods, sectioning and consolidation with three wheel 8 to 10 MT static Road Roller @ OMC to meet requirement as per standard specification , including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per (Payment will be made based on level for finished item of work).lead as applicable9KMUnit = cumData Sl.No.4 (ii), Pg.298 of R&B DataTaking output = 10 cuma)LabourMateday-Mazdoor (Unskilled)day0.104196.0020.38L.C.b) Machinery21.49Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum/ hour Sl.No.52 (Hire Chgs), Pg.154hour0.1671808.50302.02L.C.64.8Tipper 5.5 cum with 10 t capacity (L = Actual Lead) (16 X L) Sl.No. , Pg. of R&B SSRt.km144.004.50648.00L.C.6.435Dozer D-50 for spreading @ 200 cum per hour Sl.No.8(Hire Chgs), Pg.153hour0.051729.9086.50L.C.6.50Motor grader for grading @ 200 cum per hour Sl.No.2(Hire Chgs), of R&B taken 1/4 th qtyhour0.032600.0065.00L.C.13.80Water tanker 6 kl capacity Sl.No.8 of R&B (Hire Chgs),hour0.40345.00138.00L.C.15.4125Three wheel 80-100 kN Static Roller @ 80 cum per hour Sl.No.50 (Hire Chgs), Pg.154hour0.13746.5093.31c) MaterialC) Water (M-189)kl0.2470.0016.80Compensation for cost of gravel ( As per M - 092) 25+22seig.=47cum10.0047.00470.00over heads and contractor profit 14%14%1840.01257.60Cost for 10 cum2097.61Basic cost /1cum209.761.14Area allowances on labour with profit20%14.883.39cost /1cum213.15without motor grader202.354BRe filling the lowlying areas with excavated earth ( obtained from the foundations of Control house and Switch yard structures) with a lead up to 1 KM over initial lead, depositing the soils in filling areas , spreading soils, and consolidation with three wheel 8 to 10 MT static Road Roller @ OMC to meet requirement as per standard specification , including all hire and operational charges of T&P complete for finished item of work as per the directions of the Engineer in Charge. (Payment will be made based on final levels for the finished item of work).Unit = cumConveyance charges up to a lead of 1 KM = 21.50 + 5.30 = 26.80cum1.0026.8026.8026.8Watering & Consolidation with 8 to 10 Tonne power Roller = Rate as per SSR 2008-09 item 279 of pg.26 plus 20% excess for 2010-11 SSR yearcum1.0033.6033.60over heads and contractor profit 14%14%33.604.70Basic Rate per Cum65.101.14area allowances on labour (Loadind & Unloading) with profit20%5.301.21cost /1cumRs.66.31210.414Supply and fixing of chain link mesh of 8 gauge4" x 4" size including cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of workCost of material vide Sl.N0.148, Bldg Items1 Sqm1.00223.00223.00Labour for fixing in position including conveyance charges of materials and GI wireL.S.20.0020.00Overheads & Contractors Profit14%243.0034.02TotalRate/1 sqm Rs.277.025Flush Pointing with CM (1:3) to RR Masonry including cost and conveyance of all materials, all leads and lifts complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmA. MATERIALS:Cementkg14.402.941.76Fine aggregate (Sand)cum0.032607.80B. LABOUR:Mason 2nd classday0.50237.00118.50Mazdoor (unskilled)day0.74196.00145.04C ) Overheads & Contractors Profit on a to c14%313.1043.83cost per 10 sqm356.93cost per 1 sqm35.69d) cement conveyance charges with profit1.4400.00e) Sand conveyance charges with profit0.0031253.13.761.14f) area allowances on labour on b20%26.356.01TotalRate per 1 sqm Rs.45.464(B)Dismantling of existing stone masonry up to 3 m height, including carefully stacking materials useful for re use and clearing all debris away from the site with initial lead & lift labour charges, T&P complete as per the directions of the Engineer in charge for the finished item of work.Data for 1.25 CumRBR - STCL-7 (B) pg. 285Mazdoor ( unskilled)day0.78196.00152.88MachineryTractor with trolly 3 t rate as per SoR R&B item. 11hour0.27345.0093.15246.03Rate per 1 Cum196.82C. Overheads & Contractors Profit on a to d14%196.8227.561.14D.area allowances on labour with profit20%122.3027.89Rate per 1 Cum Rs.252.264Dismantling of existing Brick masdonery including clearing away and carefully stacking materials useful for re use and all debris away from the site with lead & lift labour charges, T&P complete as per the directions of the Engineer in charge for the finished item of work.Data for 10 CumBLD-CSTN-14-9,299 , pg.109 of Bldgs DataMazdoor ( unskilled)day4.09196.00801.64801.64Rate per 1 Cum80.16C. Overheads & Contractors Profit on a to d14%80.1611.221.14D.area allowances on labour with profit20%80.1618.28Rate per 1 Cum Rs.109.669Dismantling the existing RCC by mannual means and carefully stacking the reuseful material at site and disposing the unserviceable metraial to any remote place 1000 mts distance away from site with all leads and lifts includung cost of T&P ,labour and as per the directions of the Engineer-in - charge for finished item of work.Unit = cumRBR STCL . 5 I (c), pg.283 of Roads DataTaking output = 1.25 cumlabourBlack Smithday0.400258.00103.20Mazdoor (Unskilled)day3.500196.00686.00MachinaryTractor with trolly 3 t rate as per SoR R&B item. 11Hr0.270345.0093.15Overheads & Contractors Profit14%882.35123.53Cost for 1.25 cum1005.88Cost for 1.00 cum804.701.14Area Allowance with profit20%631.36143.95Cost for 1 cum Rs.948.6510Dismantling the existing RCC by mannual means and carefully stacking the reuseful material at site and disposing the unserviceable metraial away from site with all leads and lifts includung cost of T&P ,labour and as per the directions of the Engineer-in - charge for finished item of work.Unit = cumBLD-CSTN-14-9,298 , pg.109 of Bldgs DataTaking output = 1.00 cumlabourMazdoor (Unskilled)day4.320196.00846.72Overheads & Contractors Profit14%846.72118.54Cost for 1.00 cum965.261.14Area Allowance with profit20%846.72193.05Cost for 1 cum Rs.1158.312Disposing of excess excavated earth avilable not usable after back filling obtained from foundations , switch yard structures, cable ducts etc with a lead upto1 KM complete as per the the directions of the Engineer in charge for the finished item of work.Unit = cumlead upto 1 KM1.0021.5021.50c ) Overheads & Contractors Profit on a+b+c 14%14%21.503.01Basic cost /1cum24.51Total Rate/1cum24.51BORE WELL61NoSite investigation for locating bore well point(As per prevailing market Rate)2500.00Overheads & Contractors Profit on14%2500.00350.00TotalRate per 1 No. Rs.2850.007Drilling of 165mm size Bore Well as directed by the Engineer in charge including cost of labour , hire charges for drilling equipment complete as per the directions of the Engineer in charge for the finished item of work.aUp to 60 Running meters mrtRM1.00175.00175.00Overheads & Contractors Profit14%175.0024.50TotalRate per 1 RM. Rs.199.50bFrom 61 - 90 Running meters mrtRM1.00205.00205.00Overheads & Contractors Profit14%205.0028.70TotalRate per 1 RM. Rs.233.70cFrom 91 - 120 Running meters mrtRM1.00230.00230.00Overheads & Contractors Profit14%230.0032.20TotalRate per 1 RM. Rs.262.20dFrom 121 - 150 Running meters mrtRM1.00280.00280.00Overheads & Contractors Profit14%280.0039.20TotalRate per 1 RM. Rs.319.20eFrom 150 running meters and above. MrtRM1.00340.00340.00Overheads & Contractors Profit14%340.0047.60TotalRate per 1 RM. Rs.387.608Unit-1RMSupplying & fixing of PVC heavy duty casing pipe of 180mm dia , 10kg/sqcm for the above Bore hole including cost & conveyance of all materials ,labour ,leads, and lifts complete as per the directions of the Engineer in charge for the finished item of workcost of pipe including ST &ED pg 91 of PH of SSRRM1.00858.00858.00Labour for fixingLS10.00Overheads & Contractors Profit14%868.00121.52BASIC COST per 1 RM989.52Total Rate/1RM989.529Supply and fixing of MS Bore cover duly painted suitable for 8" dia casing pipe including cost &b conveyance of all materials and fittings and leads complete as per the directions of the Engineer in charge for the finished item of work.Cost as per local market rateNo1.00200.00200.00Overheads & Contractors Profit14%200.0028.00TotalRate per 1 No. Rs.228.0010Supply and fixing of MS clamps cover suitable for1/4" dia GI pipe including cost &b conveyance of all materials and fittings and leads complete as per the directions of the Engineer in charge for the finished item of work.Cost as per SSR (2009-10) item M 123 pg.34No1.00150.00150.00Overheads & Contractors Profit14%150.0021.00TotalRate per 1 No. Rs.171.0011Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates, arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special spn: 1108Cost as per SoR item 155 Bldg. Pg.18Sqm1.002000.002000.00Overheads & Contractors Profit14%2000.00280.00TotalRate per 1 No. Rs.2280.0012RMSupplying & fixing 32 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges , leads, and lifts complete as per the directions of the Engineer in charge for the finished item of work.Supply & fixing of pipe as per Sl.No. 296, P.No.97 Sanitary Items1rm1.00269.00269.00Overheads & Contractors Profit on above14%269.0037.66BASIC COST per 1 RM306.661.14area allowances on labour including 14% profit & O.H charges Sl.No.297, Pg.9720%29.006.61Total Rate/1RM313.2713Supplying & fixing 1 1/4" (32 mm) dia HDPE pipe (12kg/Sqcm) of approved quality & make including nipples, bends, couplings etc., complete for finished item of work from bore well to delivery including cost & conveyance of all materials, specials\l fixtures and fittings labour charges, leads, and lifts complete as per the directions of the Engineer in charge for the finished item of work.cost of pipe as per pg. 290 of PH items1 rm1.0054.0054.00Labour charges for fixing 12B (PHC), Pg.2551 rm1.0019.0019.00Overheads & Contractors Profit on above14%73.0010.22BASIC COST per 1 RM83.221.14area allowances on labour20%19.004.33Total Rate/1RM87.5514Supplying & fixing of 3 core 2.5 Sqmm copper cable of best quality and as approved by the Engineer in charge for submergible motor including cost & conveyance of all materials, labour charges, leads complete as per the directions of the Engineer in charge for the finished item of work.cost of 2.5sqmm copper cable (gold medal make) Sl.No.175RM1.0076.0076.0076.00Labour charges for fixing2.00Overheads & Contractors Profit on above14%78.0010.92BASIC COST per 1 RM88.9215Supplying & fixing 3 Phase 3HP motor , 30 to 35 stage (Crompton Greaves/texmo make) of approved type, as directed by Engineer in charge, submersible for 6.5" dia bore well including cost & conveyance of all materials, labour charges, including providing electrical cable of approved quality and make to the Motor and fitted with L.T/L.K MK-1 DOL starter with panel board fitted with related fittings such as Ammeter , volt meter and including nuts & bolts and GI sheet box for panel board complete as per the directions of the Engineer in charge for the finished item of work.Cost of Motor as per the Market Rateeach119500.0019500.00cost of panel board with necessary accessoriesLS11550.001550.00Rate of D.O.L starter 415V, 3 phase, 50 Hz.as per SR item (SL.No.1034)each11450.001450.00installation charges and conveyance charges etc Rate as per the Market Rate1job12500.002500.00Overheads & Contractors Profit on above14%25000.003500.00TotalRate per 1 No. Rs.28500.00Control House16Earthwork excavation in all types of soils for control House (up to stone matrix)which can be excavated with pick axe and crow bars and do not require blasting in all conditions such as dry, wet and slushy etc. covering initial lead and lift etc and backfilling the foundations (after laying foundations) with excavated earth complete as per the the directions of the Engineer in charge for the finished item of work. .AOrdinary soilIIManual Means Data RBR-FNDN-1 (I), Pg.484Upto 3 m depthUnit = cumTaking output = 10 cuma)LabourMateday-Mazdoor (Unskilled)day3.64196.00713.44c ) Overheads & Contractors Profit on a+b+c 14%14%713.4499.88Cost for 10 cum = a+b+c+d+e+f813.32Rate per cum = (a+b+c+d+e)/1081.331.14d) area allowances on LABOUR including 14% profit & O.H charges20%71.3416.27Total for Control House Rate/1cum97.6016bEarth work excavation for Road WorksExcavation Rate per Cum as above97.60Rate/Cum for Road works97.6016cEarth work excavation for Switch Yard Works, Cable Duct, Retaining walls, flowering of plants Road culvert, Compound wall, DrainExcavation Rate per Cum as above97.60Rate/Cum for Switch Yard Works, Cable Duct, Retaining walls, flowering of plants, Road culvert, Compound wakk, Drain97.6017Hard rock (requiring blasting) The rate includes labour charges, cost of blasting materials, tools and tackles, safety measures, disposal of unuseful excavted material at all leads and lifts, complete for finished item of work as per directions of the Engineer-in-chargeUnit = cumData Sl.No.14, Pg.17 of Bldg. itemsTaking output = 10 cuma)LabourMateday-Drillerday0.50258.00129.00Blasterday0.25237.0059.25Mazdoor (Unskilled)day8.35196.001636.60b) MachineryLC509.8Air compressor 210 cfm / 250 cfm with 2 jack hammers for drilling at 15 cum per hour (7 cmm deisel = 765.80 (123.60 labour) + jack hammer 205.4 each (193.10 labour) Pg.325, (Hire Charges Sl.No.3 & 39)hour1.001176.61176.601176.6c) MaterialGelatin 80% Sl.No. M-104, Pg.33kg3.50525.001837.50Detonator Electric Sl.No.21, Pg.16Nos.14.0010.00140.00d) Excavation in restricted places 1/3 rd on labourcum0.331824.85608.28e) Overheads & Contractors Profit on a to d14%5587.23782.21Cost for 10 cum = a+b+c+d+e+f+g6369.45Basic Rate per cum = a+b+c+d+e+f+g)/10636.951.14f) area allowances on labour including 14% profit & O.H charges20%233.4753.23Rate/1cum690.1818Providing sand cushion for foundations and basement in layers not exceeding 15 Cm thick, including cost & conveyance of all materials, labour charges, leads, lifts , watering and consolidating to required density complete as per the directions of the Engineer in charge for the finished item of work( APSS No. 309&310)Unit = cumData Sl.No.16, Pg.18 of Bldg. itemsTaking output = 6 cuma)LabourMateday-Mazdoor (Unskilled)day0.31196.0060.76b) MaterialSand including seigniorage chargescum6.00110.00660.00d ) Overheads & Contractors Profit ON A TO B14%720.76100.91Basic Rate per 6 cum821.67Basic Rate per 1 cum136.95e) sand conveyance charges with profit1.001253.11253.101.14f) area allowances on labour including 14% profit & O.H charges20%10.132.31Rate/1cum1392.3619Laying of Cement Concrete (1:4:8) mix using 40mm size HBG metal for foundations including cost and conveyance of all materials at all leads and lifts, ramming, consolidating, curing etc,complete. for finished item of work as per directions of the Engineer-in-charge.Unit = 1cumData Sl.No.22, Pg.20 of Bldg. itemsA. MATERIALS:Cementkg162.005.00810.005Coarse aggregate 40 mmcum0.90745.00670.50Fine aggregate (Sand ))cum0.45750.00337.50Water (M-189) (including for curing)kl1.2070.0084.00B. MACHINERYL.C.128.70Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Sl.No.16, pg.153 of Hire chrgshour0.00222.800.00C. LABOUR:Mason 1st classday0.10400.0040.00Mazdoor (unskilled)day1.39350.00486.50D) Overheads & Contractors Profit on a to d14%2428.50339.99Total2768.49e) cement conveyance charges with profit162.0000.00f) Sand conveyance charges with profit0.451253.1563.90g) metal conveyance charges with profit0.90183.65165.291.14h) area allowances on labour with profit including 14% profit & O.H charges20%655.20149.39Total Rate/1cum with HBG metal3647.06Laying of Cement Concrete (1:4:8) mix using 50% of 40mm size and 50% of 20mm HBG metal for bed flooringRate of CC 1:4:83647.06Add difference of HBG metal193.50193.501.14Overheads & Contractors Profit0.14193.5027.09Total Rate/1cum with HBG metal3867.6520Plain Cement concrete - Nominal Mix (1:3:6) with 12 to 20mm HBG metal for encasing/embedding the structural steel supportng 'Y' angles with necessary form work including cost and conveyance of all materials, labour charges, water charges, tools and tackles, all leads & lifts etc., complete for finished item of work as per directions of the Engineer-in-charge. (IS-456)Unit-1CumData Sl.No.27, Pg.22 of Bldg. itemsA. MATERIALS:CementKg220.002.9638.00Coarse aggregate 20mm to 12 mm Sl.No. Avg of items M-053 & M-052, Pg.31,cum0.901077.50969.75Fine aggregate (Sand) Sl.No.27, Pg.16cum0.45260117.00Water (including for curing) Sl.No.M-189, Pg.37kl1.207084.00B.MACHINERYL.C.128.7Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Sl.No.16, pg.153 of Hire chrgsHr1.00222.8222.80C. LABOUR:Mason 1st classday0.10258.0025.80Mazdoor (unskilled)day1.39196.00272.44L.C.303Add for centring charges for bedblocks1.00352.00352.00d ) Overheads & Contractors Profit on a to c14%2681.79375.45BASIC COST per 1 cum3057.24e) cement conveyance charges with profit220.0000.00f) Sand conveyance charges with profit0.451253.1563.90g) metal conveyance charges with profit0.90183.65165.291.14h) area allowances on labour on b including 14% profit & O.H charges20%729.94166.43Total Rate/1cum3952.85PCC (1:3:6) for DrainsTotal Rate of CC(1:3:6)3952.85L.C.303b) Deduct centring charges for footingsCum1.00352.00-352.00Add centring charges for CC pavements vide item 306, Pg.28, of SSR 08-09 Increase by 20% for SSR 10-11Cum1.00192192.00d ) Overheads & Contractors Profit on a to c14%-160.00-22.40BASIC COST per 1 cum3770.451.14h) area allowances on labour on b including 14% profit & O.H charges20%-245.40-55.95Total Rate/1cum3714.5021Plain Cement concrete - Nominal Mix (1:2:4) with 12 to 20mm HBG metal including cost and conveyance of all materials, labour charges, water charges, tools and tackles, all leads & lifts etc., complete for finished item of work as per directions of the Engineer-in-charge. (IS-456)Total Rate of CC(1:3:6)3952.85a) Add difference in quantity of cement(330-220)kg = 110 KgKg110.005550.00L.C.303b) Deduct 50% of centring charges for footings1.00352.00-352.00c ) Overheads & Contractors Profit on a to b14%198.0027.72BASIC COST per 1 cum4178.57d) Add cement conveyance charges for difference quantity of cement with profitKg11000.001.14e) Deduct area allowances on labour portion of centring including with profit20%303.00-69.08Total Rate/1cum4109.4922Supplying, fitting and placing HYSD/TMT bar reinforcement (TISCO/ SAIL/ VSP make) in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cutting, bending, cranking, tying grill in position including cost of binding wire etc. completeUnit = MTData Sl.No.34, Pg.28 of Bld. items(a) MaterialHYSD bars including 5 per cent for overlaps and wastaget1.0533000.0034650.00Binding wire (Sl.No.3, Pg.15, Irrg Items)kg6.0052.00312.00(b) Labour for cutting, bending, shifting to site, tying and placing in positionBlacksmith / Bar benderday2.00258.00516.00Mazdoor (Unskilled)day6.40196.001254.40c) Overheads & Contractors Profit ON A TO B14%36732.405142.54Rate per MT = a+b41874.94d) Steel conveyance charges with profit1.05275.7289.491.14e) area allowances on labour including 14% profit & O.H charges20%1770.40403.65Rate/1MT42568.08bFor above 3.66 Mtrs (Fire Protection Wall)Rate per 1 MT42568.08Add for lift charges ( 10% on labour charges)10%1770.40177.041.14e) area allowances on labour including 14% profit & O.H charges20%177.0440.37For above 3.66 Mtrs Rate/1MT42785.4923Construction of RR Msaonry in CM (1:6) using hard rough granite stone and bond stones (0.16 cum) including cost and conveyance of all matreials., labour charges, water lead , Curing, all leads and lifts etc., complete for finished item of work as per directions of the Engineer-in-charge.Unit = 1cumData Sl.No.67, Pg.39 of Bldg. items ( total converted in to RR)A. MATERIALS:Cementkg79.202.9229.68Rough Stonecum0.94272255.68Bond Stones 7 Nos 0.24 x 0.24 x 0.4 = 0.16cumcum0.16720115.20Fine aggregate (Sand)cum0.3326085.80B. LABOUR:Mason 1st classday1.20258.00309.60Mazdoor (unskilled)day2.00196.00392.00C ) Overheads & Contractors Profit on a to c14%1387.96194.31BASIC COST per 1 cum1582.27D) cement conveyance charges with profit79.2000.00E) Sand conveyance charges with profit0.331253.1413.52F) metal conveyance charges with profit1.10183.65202.021.14G) area allowances on labour on b including 14% profit & O.H charges20%701.60159.96Total Rate/1cum2357.77Rate/1cum with HB stone other than granite variety(deduct cost diff with Cont. Profit)) (272- 245) * 0.94 =25.38 * 1.14 = 28.932451.1428.932328.8425.3828.9324CRS Masonry in CM (1:6) 2nd Sort in CM (1:6) using hard rough granite stone and bond stones (0.16 cum) including cost and conveyance of all matreials., labour charges, water lead , Curing, all leads and lifts etc., complete for finished item of work as per directions of the Engineer-in-charge.Unit = 1cumData Sl.No.61, Pg.37 of Bldg. itemsA. MATERIALS:Cementkg76.802.90222.72Coursed Rubble Stone ( SS-23A,pg 14, R&B + blast. Chgs+seigniorage chgs)cum0.94337.00316.78Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cumcum0.16720.00115.20Fine aggregate (Sand)cum0.32260.0083.20B. LABOUR:Mason 1st classday1.50258.00387.00Mazdoor (unskilled)day2.32196.00454.72C ) Overheads & Contractors Profit on a to c14%1579.62221.15BASIC COST per 1 cum1800.77D) cement conveyance charges with profit76.8000.00E) Sand conveyance charges with profit0.321253.1400.99F) metal conveyance charges with profit1.10183.65202.021.14G) area allowances on labour on b including 14% profit & O.H charges20%841.72191.91TotalRate/1cum2595.69For Rate/1cum with HB stone other than granite(deduct cost diff with cont. Profit) 332 - 266) * 0.94 = 62.04 * 1.14 = 70.732661.1476.082519.6125RCC M- 20 Nominal mix (Cement 350 kgs ) using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing and centering, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work( Sand 0.45 cum and Metal 0.90 cum) as directed by the Engineer in charge.Unit - 1CumIFOUNDATIONS,PLINTH, PEDESTALS (Below Plinth)Data Sl.No.30-A, Pg.23 of Bld. ItemsA. MATERIALS:20mm HBG graded metal (20mm & 12mm (2:1))cum0.901110999.00Fine Aggregratecum0.45260117.00CementKgs350.002.91015.00B. LABOUR:1st Class Masonday0.133258.0034.312nd Class Masonday0.267237.0063.28Mazdoor (Both Men and Women)day3.60196.00705.60C. MACHINERYonlyL.C.128.7Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Sl.No.16, pg.153 of Hire chrgshour1.00222.8222.80L.C.92.6Vibrator hire charges Sl.No.40, pg.154 of Hire chrgshour1.00108.6108.60Water (M-189) (including for curing)kl1.207084.00D ) Overheads & Contractors Profit on a to c 14%14%3349.59468.94COST per 1 cum3818.54e) Cement Conveyance charges with profit350.000.000.00f) Sand conveyance charges with profit0.451253.10563.90g) metal conveyance charges with profit0.90183.65165.291.14D) area allowances on labour with profit20%1024.49233.58BASIC COST of RCC(M20 Nominal Mix )per 1 cum Rs.4781.30AFootingsa) BASIC COST of RCC per 1 cum4781.30L.C.303b) Centering & scaffoldingcum1.00352.00352.00c) Overheads & Contractors Profit 14%14%352.0049.28Basic Cost per1Cum5182.581.14d) area allowances on labour with profit20%303.0069.08Total COST for foundations per 1 cum5251.66BPedestalsa)BASIC COST of RCC per 1 cum4781.30LC481b)Centering & scaffoldingcum1.00539.00539.00c) Overheads & Contractors Profit on b 14%14%539.0075.46Basic Cost per 1Cum5395.761.14d) area allowances on labour with profit20%481.00109.67Total COST for pedestals per 1 cum5505.43Rate for RCC M20 Nominal Mix for Switchyard Foundations ( Avg Rate of Footings and Pedestals)Rate per Cum5378.55CPlinth beamsa)BASIC COST of RCC per 1 cum4781.30L.C.364.5b)Centering & scaffolding (50% of SSR)cum1.00778.00778.00Overheads & Contractors Profit on b 14%14%778.00108.92Basic Cost per Cum5668.221.14area allowances on labour with profit20%364.5083.11Total COST for Plinth Beams per 1 cum5751.33DFor RCC Cover Slabs with 50% 20mm & 50% 12mm HBG metalBASIC COST of RCC with 20mm graded metal per 1 cum4781.30Deduct difference of Rate for HBG 20mm graded metal & 12 to 20mm HBG metal =1110-1077.5=32.5Cum0.9032.50-29.251077.532.532.5Add centring charges vide item 306, Pg.28 of SSR 08-09 with 20% extra for increase in rate for the year 2010-11Cum1.00192.00192.00Overheads & Contractors Profit 14%14%162.7522.791.14area allowances on labour with profit20%57.6013.13TotalRate per 1 Cum4979.97EFor RCC Road Culvert with 50% 20mm & 50% 12mm HBG metalBASIC COST of RCC with 20mm graded metal per 1 cum4781.30Deduct difference of Rate for HBG 20mm graded metal & 12 to 20mm HBG metal =1105-1072.5=32.5Cum0.9032.50-29.25296.67Add centring charges(steel) vide item SLABS above 150-up to 300 thk Pg.73 of Bldg.SSR 09-10Cum1.00730.00730.001306.6666666667Overheads & Contractors Profit 14%14%700.7598.111.14area allowances on labour with profit20%296.6767.64TotalRate per 1 Cum5647.801306.6666666667IICOLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGSData Sl.No.30-B, Pg.23 of Bld. ItemsA. MATERIALS:20mm HBG graded metal (20mm & 12mm (2:1))cum0.901110999.00Fine Aggregratecum0.45260117.00CementKgs350.002.91015.00B. LABOUR:1st Class Masonday0.17258.0043.092nd Class Masonday0.17237.0039.58Mazdoor (Both Men and Women)day4.70196.00921.20C. MACHINERYL.C.128.7Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Sl.No.16, pg.325 of Hire chrgshour1.00222.8222.80L.C.92.6Vibrator hire charges Sl.No.40, pg.325 of Hire chrgshour1.00108.6108.60Water (including for curing)kl1.207084.00d) Overheads & contractors profit on a to c14%3550.27497.04Rate per Cum4047.30e) Cement Conveyance charges with profit350.0000.00f) Sand conveyance charges with profit0.451253.1563.90g) metal conveyance charges with profit0.90183.65165.291.14e) area allowances on labour with profit20%1225.17279.34COST of RCC per 1 cum5055.82DCOLUMNS and RCC Wallsa) BASIC COST of RCC per 1 cum5055.82L.C.691b)Centering & scaffoldingcum1.00770.00770.00c)Overheads & Contractors Profit on b 14%14%770.00107.80Rate per cum5933.621.14area allowances on labour with profit20%691.00157.55Column Rate per 1 cum6091.17ELINTELSL.C.a) BASIC COST of RCC per 1 cum5055.82492b) Centering & scaffoldingcum1.001017.001017.00c)Overheads & Contractors Profit on b 14%14%1017.00142.38Rate per cum6215.201.14area allowances on labour with profit20%492.00112.18Rate per 1 cum6327.38IIIRCC SLABS, BEAMSData Sl.No.30-C, Pg.23 of Bld. ItemsA. MATERIALS:20mm HBG graded metal (20mm & 12mm (2:1))cum0.901110999.00Fine Aggregratecum0.45260117.00CementKgs350.002.91015.00B. LABOUR:1st Class Masonday0.07258.0017.292nd Class Masonday0.13237.0031.52Mazdoor (Both Men and Women)day2.50196.00490.00LCC. MACHINERY128.7Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Sl.No.16, pg.325 of Hire chrgshour0.27222.859.49L.C.92.6Vibrator hire charges Sl.No.40, pg.325 of Hire chrgshour0.27108.629.00Water (including for curing)kl1.207084.00d) Overheads & Contractors Profit on a to c 14%14%2842.29397.92Rate per Cum3240.21e) Cement Conveyance charges with profit350.000.000.00f) Sand conveyance charges with profit0.451253.10563.90g) metal conveyance charges with profit0.90183.65165.291.14D) area allowances on labour with profit20%760.11173.30BASIC COST of RCC per 1 cum4142.69FBEAMSa)BASIC COST per 1 cum4142.69L.C.580b)Centering & scaffoldingcum1.001375.001375.00Overheads & Contractors Profit on b 14%14%1375.00192.50Rate per Cum5710.191.14Area Allowance on labour with profit20%580.00132.24COST for beams per 1 cum5842.43GSLABS (upto 150mm thick)a)BASIC COST per 1 cumCum1.004142.69L.C.520.00b) Centering & scaffolding For 1Sqm=154; 1SQM = 0.125CUMfor 1Cum = 154/0.125=1232 Only L.C. for 1Sqm=65For 1Cum= 65/0.125=520cum1.001232.001232.005201232Painting with 2 coats of synthetic enamel paint over a primer for new Iron works including labour chargesOverheads & Contractors Profit on b 14%14%1232.00172.480.7LtCost of Red oxide primer354901 Lt63Rate per Cum5547.170.21NosPainter 1st class258.001No54.181.14Area Allowance on labour with profit20%520.00118.560.49NosPainter 2nd class237.001No116.13COST for slabs per 1 Cum5665.731.1LtSynthetic enamel paint Gr - II3821301 Lt143HRoad culvert SLABS (upto 300 mm thick)a)BASIC COST per 1 cumCum1.004142.69L.C.295.66b) Centering & scaffoldingFor 1Sqm=161; 1SQM = 0.230CUMfor 1Cum = 161/0.230=700 Only L.C. for 1Sqm=68For 1Cum= 68/0.230=295.66cum1.00700.00700.00700295.652173913Overheads & Contractors Profit on b 14%14%700.0098.00Rate per Cum4940.691.14Area Allowance on labour with profit530%295.661786.38COST for Road culvert slabs per 1 Cum6727.07HSUNSHADES(0.60 M X(0.075M avg thick)X1MUNIT - 1 SQM = 0.075 CUM0.045BASIC COST per 1 cumCum1.004142.69A. BASIC COST per 0.075 cum310.70L.C.76B. Centering & scaffoldingSQM1.00180.00180.00C. Overheads & Contractors Profit on b 14%14%180.0025.20Basic Rate per Sqm515.901.14D. area allowances on labour with profit20%76.0017.33COST for Sunshades per 1SQMRs.533.23IStair case1SQM0.15 CUMBASIC COST per 1 cum4142.6965Centering & scaffoldingSQM6.666154.001026.56Overheads & Contractors Profit14.00%1026.56143.721.14area allowances on labour with profit20.00%433.2998.79BASIC COST per 1 cum5411.76JRCC(M20 Nominal Mix) for Fire Protection WallaFooting & Vertical wall upto Ground levelBasic rate of RCC4781.30347.5Centring charges ( 75% footing +25% pedestal)Cum1.00398.75398.75D ) Overheads & Contractors Profit on a to c 14%14%398.7555.83Basic Cost per 1 cum5235.881.14D) area allowances on labour with profit20%347.5079.23COST per Cum5315.11bVertical wall upto 3.66m heightBasic rate of RCC5055.82870Centring charges vide item of Bldg.Cum1.00976.00976.00D ) Overheads & Contractors Profit on a to c 14%14%976.00136.64Basic Cost per 1 cum6168.461.14D) area allowances on labour with profit20%870.00198.36COST per Cum Rs.6366.82cVertical wall above 3.66m heightRate of RCC for vertical wall upto 3.66m height6366.82Add 50% extra on labour charges of scaffoldingCum50%870.00435.00Lift charges of materials @ 10% of Labour charges10%1003.87100.39D ) Overheads & Contractors Profit on a to c 14%14%535.3974.95Basic Cost per 1 cum6977.161.14D) area allowances on labour with profit20%535.39122.07COST per Cum Rs.7099.2326Filling in foundations and basement with excavated earth, as per drawing and technical specification including cost & conveyance of all materials, labour charges, leads, lifts , watering and consolidating to required density complete as per the directions of the Engineer in charge for the finished item of the work( APSS. No. 309&310)iiawith borrowed earthData Sl.No.17-C, Pg.19 of Bld. ItemsUnit = cumfor 6 cuma)LabourMateday-Mazdoor (Unskilled)day0.31196.0060.76basic rate per /1cum10.13b) cost of earth6.000.000.00d ) Overheads & Contractors Profit ON A TO B14%60.768.51Rate per 6 cum =( a+b+c+d)69.27Rate per cum =( a+b+c+d)/611.55e) earth conveyance cahrges with profit1.0000.00f) area allowances on labour including 14% profit & O.H charges20%11.542.31Rate/1cum13.8527Supply and Spreading of 20mm size Hard Broken Granite metal in switch yard (100mm thick) including suitable antiweed treatment after completion of Final levelling and grading including disposal of surplus earth and/or filling with in Switchyard area and providing suitable PCC guage block of size 100x100x100mm at 2m x2m intervals , cost & conveyance of all materials, labour charges, leads, lifts complete as per the directions of the Engineer in charge for the finished item of workCost of 20mm metal1 Cum1.001175.001175.00Cost of spreading charges 75% of SSR item 345 SSR 08-09 (Rs28.00/ 10 sqm = 28.00 Cum) 28*0.75=21 Increase by 10% for SSR 2010-11 i.e. 21*1.2=25.21 Cum1.0025.2025.20Add for PCC(1:2:4) gauge blocks of size100mmX100mmX100mm (Approx)LS22.00Final level in grading charges per 10 Sqm area1Sqm10.002.3823.81Anti-weed TreatmentLS19.00C. Overheads & Contractors Profit on b 14%14%1219.20170.69Rate/1Sqm0.00Rate per CumRs1435.70Metal conveyance charges with profit1 Cum1.00183.65183.651.14area allowance on labour charges20%25.205.75TOTALRate per Cum Rs.1625.1027AFinal levelling and grading including disposal of surplus earth and/or filling with in Switchyard area complete as approved and as per the directions of the Engineer in charge for the finished item of workTaking output = 3500 SqmLabour for transportation of earth from/upto 250m (50mm thick avg. qty)1Cum175.0021.503762.501st class Mason1No0.28258.0072.24Semi Skilled Mazdoor1No1.00237.00237.00Mazdoor(Unskilled)1No6.00196.001176.00Hand rolling charges with stone roller 2T capacity Sl. 278, Pg.26, SSR 08-09 Add 20% extra for 2010-111Cum175.005.761008.00C. Overheads & Contractors Profit on b 14%14%6255.74875.80Rate/1Sqm0.00Rate per 3500 Sqm Rs7131.54Rate per 1 Sqm Rs2.041.14area allowance on labour charges and Loading & Unloading (10.6+5.3=15.9)20%1.510.34TOTALRate per sqm Rs.2.3828Construction of cable duct in the switch yard as per drawing no.SE/T(SS)/1/99 including cost & conveyance of all materials, labour charges, leads, lifts and curing etc, complete as per the directions of the Engineer in charge for the finished item of workconsider a length of 10.00R.M.Earth work excavation1.0 Cum5.5097.60536.80(10.0x1.10x0.50 = 5.5 Cum)CC (1:4:8) with 40mm. HBG metal1.0 Cum1.103647.064011.77(10.0x1.10x0.10 = 1.1Cum)BM in CM(1:6)1.0 Cum2.073966.918211.50(10.0x(0.23+0.23)x0.45 = 2.07Cum)CC(1:2:4)1.0 Cum0.3054109.491253.39(10x(0.23+0.23)x0.05 = 0.23 Cum(10x2(0.075)x0.05 = 0.075 cumTotal: 0.305 cumPlastering in CM(1:3) 12mm thick1Sqm20.6095.931976.16(10x2(0.50+0.23+0.05+0.15+0.10) = 20.6sqmsand filling 10.0x50x0.50 = 2.50 cumCUM2.501392.363480.90R.C.C(1:2:4) for cover slabscum0.3954979.971967.0910x0.79x0.05 = 0.36 cumS&F: Steel reinforcement1Kg44.6142.571898.968mm dia. Main rods @100mm. c/c20x9x0.45x0.39 = 31.596mm dia. distribution rods @150mm. c/c20x4.0x0.74x0.22 Kg/m = 13.02 KgTotal: 44.61kgTotal for 10.0 m length of cable duct23336.57RATE per 1.0 RM of cable duct2333.6629Construction of cable duct in the switch yard for Road Crossing by providing 2 Nos.300mm dia RCC Hume pipe ( plain ended pipe)& collars required confirming to BIS 458/1988 NP2 class as per drawing including cost & conveyance of all materials, labour charges, leads, lifts and curing etc, complete as per the directions of the Engineer in charge for the finished item of work .Consider a length of 9.00R.M.Earth work excavation (9.0x 1.15x 0.90 =9.315Cum)1 cum9.31597.60909.14CC (1:3:6) with 50% 40mm metal and 50% 20mm metal1Cum4.463478.2815513.13Supplying RCC Hume pipes of 300mm. NP-2 Class, 2Nos (Pg.59)2no.x9m = 18.00R.M1rm.18.00378.356810.30Cost of RCC collars 300mm dia1 No4.0095.45381.80fixing charges for RCC Hume Pipes rate as per item no. 11a of Pg.461rm.18.00144.002592.00C. Overheads & Contractors Profit 14%14%9784.101369.77Rate/1Sqm0.00Rate per 9.00 RM Rs27576.15Rate per 1.00 RM Rs3064.021.14Area allowance on labour20%288.0065.66RATE per 1.0 RM of cable duct Rs.3129.6830Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms of approved quality, including cost & conveyance of all materials, labour charges, scaffolding leads, lifts and curing complete as per the directions of the Engineer in charge for the finished item of work .1CumData Sl.No.42, Pg.31 of Bld. ItemsA. MATERIALS:Cementkg48.005240.00Bricks traditional size 23 x 11 x 7 cms 2nd class Sl.No.1, Pg.9 Bldg itemsNos512.0034001740.80Fine aggregate (Sand) Sl.No.27, Pg.16cum0.20750150.00B. LABOUR:Mason 1st classday0.24400.0096.00Mason 2nd classday0.56350.00196.00Mazdoor (unskilled)day1.89300.00567.00168.8260869565L.C.145.83Scaffolding charges 38.83 /1 SQM, for 1 cum = (38.83/0.23)= 168.83cum1.00168.83168.83145.8260869565C. Overheads & Contractors Profit on a to b 14%14%3158.63442.21Basic Rate per Cum3600.84d) Bricks conveyance charges with profitNos512.000.22112.07e) Cement Conveyance charges with profitKg48.000.000.00f) Sand conveyance charges with profitCum0.201253.10250.621.14g) area allowances on labour with profit20%1004.83229.10COST per 1 cum4192.6330AFor Brick Masonry without scaffoldingCost of BM with scaffolding4192.63Deduct scaffolding with profit-192.471.14area allowances on labour with profit20%145.83-33.25COST per 1 cum3966.9131Plastering with CM (1:3), 12 mm thick ceiling and projections of beams at all heights including cost & conveyance of all materials, scaffloding, labour charges, leads, lifts and curing complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.76, Pg.42 of Bld. ItemsA. MATERIALS:Cement in CM (1:3)Kg72.002.90208.8072SandCum0.16260.0040.95B. LABOUR:Mason 1st classday0.60258.00154.80Mazdoor (unskilled)day0.96196.00188.16Mazdoor for mixing mortorday0.03196.005.88L.C.65.4Scaffolding charges Pg.No.77 Bldssqm10.007.7877.80C. Overheads & Contractors Profit on a to b 14%14%676.3994.69BASIC COST per 10 SQM771.08BASIC COST per 1 SQM77.11Cement conveyance chargesKg7.200.000.00Sand conveyance chargesCum0.021253.1019.741.14D.area allowances on labour with profit20%41.429.44Cost of Per 1SqmRs.106.2931APlastering with CM (1:3), 12 mm thick without scaffoldingRate of plastering in CM (1:3), 12mm thick with scaffolding106.29Deduct scaffolding chargessqm-7.78C. Deduct Overheads & Contractors Profit on scaffolding14%-7.78-1.09BASIC COST per 1 SQM97.421.14D.Deduct area allowances on scaffolding with profit20%-6.54-1.49Cost for 1SqmRs.95.9332Plastering with CM (1:3), 12 mm thick and finishing smooth to the required slope and painting two coats of Janatha Cem including cost & conveyance of all materials, labour charges, leads, lifts and curing including cost of Janatha Cem paint two coats, complete as per the directions of the Engineer in charge for the finished item of work.Unit = 1 sqmData Sl.No.76, Pg.42 of Bld. ItemsCost for 1Sqm of plastering in CM (1:3), 12mm thick without scaffolding95.93Add cost of Janathacem two coats incl over heads & Contractor's profit and Area Allowancesqm1.0019.2519.25BASIC COST per 1 SQM115.18Cost for 1SqmRs.115.1833Plastering with CM (1:3), 20 mm thick including cost & conveyance of all materials, labour charges, leads, lifts and curing complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.83, Pg.43 of Bld. ItemsA. MATERIALS:Cement for CM (1:3)Kg100.802.9292.32Sandcum0.2226057.33B. LABOUR:Mason 2nd classday0.94237.00222.78Mazdoor (unskilled)day1.60196.00313.60Mazdoor for mixing mortorday0.04196.008.23C. Overheads & Contractors Profit on a to b 14%14%894.26125.20BASIC COST per 10 SQM1019.46BASIC COST per 1 SQM101.95Cement conveyance charges with profitKg10.080.000.00Sand conveyance charges with profitCum0.021253.1027.631.14D.area allowances on labour with profit20%54.4612.42Total Cost for 1Sqm Rs.Rs.141.9934Plastering with CM (1:5), 12 mm thick to even surface walls including cost & conveyance of all materials, labour charges, leads, lifts , scaffolding and curing complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.78, Pg.42 of Bld. ItemsA. MATERIALS:Cement for CMKg43.205.00216.00SandCum0.16750.00118.13B. LABOUR:Mason 1st classday0.60400.00240.00Mazdoor (unskilled)day0.96350.00336.00Mazdoor for mixing mortorday0.03250.007.50L.C.33.5Scaffolding chargessqm10.003.8838.80C. Overheads & Contractors Profit on a to d 14%14%956.43133.90BASIC COST per 10 SQMRs.1090.32BASIC COST per 1 SQMRs.109.03Cement conveyance charges with profitKg4.320.000.00Sand conveyance charges with profitCum0.021253.1019.741.14D. Area allowances on labour with profit20%61.7014.07COST for 1SqmRs.142.8435Plastering with CM 2 coats, 20 mm thick,base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing.on the uneven surface wall including cost & conveyance of all materials, labour charges, leads, lifts, scaffolding and curing complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.84, Pg.43 of Bld. ItemsA. MATERIALS:Base Coat for CM(1:6), 16 mm thickCementKg43.002.90124.70SandCum0.18260.0046.80Top Coat for CM(1:4), 4 mm thickCementKg14.502.9042.05SandCum0.04260.0010.40B. LABOUR:Mason 1st classday0.63258.00162.54Mason 2nd classday1.47237.00348.39Mazdoor (unskilled)day3.90196.00764.40L.C.33.5Scaffolding chargessqm10.003.8838.80C. Overheads & Contractors Profit on a to d14%1538.08215.33BASIC COST per 10 SQM1753.41BASIC COST per 1 SQM175.34Cement conveyance charges with profitKg5.750.000.00Sand conveyance charges with profitCum0.021253.127.571.14D.area allowances on labour with profit20%130.8829.84COST per 1 SqmRs.232.7536Plastering to Uneven surfaces of RR /CR, Brick/PCC with CM(1:5) 20mm. thick including cost & conveyance of all materials, labour charges, leads, lifts and curing complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.82, Pg.43 of Bld. ItemsA. MATERIALS:Cement for CM (1:5)KG60.482.90175.3960.48Sandcum0.22260.0057.33B. LABOUR:Mason 2nd classday0.94237.00222.78Mazdoor (unskilled)day1.60196.00313.60Mazdoor for mixing mortorday0.04196.008.23C. Overheads & Contractors Profit on a to d14%777.33108.83BASIC COST per 10 SQM886.16BASIC COST per 1 SQM88.62Cement conveyance charges with profitKg6.050.000.00Sand conveyance charges with profitCum0.021253.127.631.14D.area allowances on labour with profit20%54.4612.42TOTALCOST per 1 SQM128.6637Flooring plastering with CM (1:3) 12mm thick and finishing smooth to the required slope and thread lining for flooring including cost & conveyance of all materials, labour charges, leads, lifts and curing complete as per the directions of the Engineer in charge for the finished item of work.Unit = 1 sqmData Sl.No.76, Pg.42 of Bld. Itemsa) Cost for 1Sqm of plastering in CM (1:3), 12mm thick without scaffolding95.93b) Add for thread lining m.rt.10 SqmLS4.50C. Overheads & Contractors Profit on (b)14%4.500.63COST per 1 SQMRs.101.0638Construction of cable duct as per drg.No: SE/T/SS/1/99 within the control house including cost and conveyance of all materials labour charges ,all leads and lifts, centering, ramming, curing complete for finished item of work as per the directions of the Engineer-in-charge.Provding CC (1:3:6) prop and using12mm size HBG metalSpl SpecificationCost of 12mm HBG metal1cum0.90980.00882.00Cost of sand1cum0.45260.00117.00cost of cement1MT220.002.90638.00L.C.1.85Water (M-189)(including for curing)KL1.2070.0084.00L.C.128.7Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Sl.No.16, pg.153 of Hire chrgsHr1.00222.8222.80LABOURMason 1st classday0.10258.0025.80Mazdoor (unskilled)day1.39196.00272.44C. Overheads & Contractors Profit on a to d14%2242.04313.89Basic Rate per 1Cum Rs2555.93e) cement conveyance charges with profit220.000.000.00f) Sand conveyance charges with profit0.451253.1563.90g) metal conveyance charges with profit0.90183.65165.291.14D.area allowances on labour with profit20%428.7997.76Rate per 1cum.Rs.3382.87Cable duct -10 RMEarth work15.43597.601506.46PCC 1:4:8 40 mm metal2.2053647.068041.77BM 1:64.9483966.9119628.27Structural Steel, angles, channels, 7mm thick chequered plate, MS jally trays1066.6675.6680703.50PCC(1:3:6) 12mm HBG Metal0.043382.87135.31PLASTERING CM(1:5)20MM THICK26.50128.663409.49Rate per 10RM.Rs.113424.79Rate per 1RM.Rs.11342.4839Supply and fixing of 40mm thick (0.457x0.457m) polished Kadapa Slabs for cup boards including cost and conveyance of all materials, all leads and lifts complete as per the directions of the Engineer in charge for the finished item of work.Cost of Cuddapah Slab vide item no:211 Sqm1.0075.0075.00Add for conveyance m.rt.L.S.5.005.00Add for fixing in position m.rt.L.S.10.0010.00Overheads & Contractors Profit14%90.0012.60Total:Rate per 1 Sqm Rs.102.6040Painting to the over roof slab with two coats of cool home powder including cost and conveyance of all materials, all leads and lifts complete as per the directions of the Engineer in charge for the finished item of work.cost of cool home powder mrtkg4.0030.00120.00labour charges LS10sqm10.0050.0050.00Overheads & Contractors Profit14%170.0023.80TotalRate/10 sqm Rs193.80Total:Rate per 1 Sqm Rs.19.3841Supply and planting of plants like flowering plants fruit bearing plants etc., including excavation of pits of size 0.6x0.6x0.6m., filling the pit with a mixture of red earth, sand, manure in the ratio of 2:1:1 including cost and conveyance of all materials with all leads and lifts including watering the plants for a period of six months, complete as per the directions of the Engineer in charge for the finished item of work.Earth work excavation1 cum0.2297.6021.47as per the main datacost of red earth1cum0.1172.507.98cost of sand1cum0.06110.006.60cattle manure mrtcum0.06350.0021.00cost of plant mrteach1.0060.0060.00labour charges for mixing and filling in the pit mrtL.S10.0010.00Labour charges for watering and maintenance etc rate as per (SSR 2008-09 plus 10%)+ 10% on this ( 6.00+0.60=6.60)= (6.6+0.66=7.26)month6.007.2643.56Overheads & Contractors Profit 14% on above14%149.1420.88Basic Rate per 1No191.491.14area allowances on labour with profit20%53.5612.21TotalRate/1 No.Rs203.704220 mm thick plain cement mortar bands in cement mortar 1 : 4 (1cement : 4 sand) upto 300 mm in width including cost & conveyance of all materials, labour charges, leads, lifts, scaffolding and curing complete as per the directions of the Engineer in charge for the finished item of work.10 SqmData Sl.No.94, Pg.47 of Bld. ItemsRaised Band :-A. Materials :-Cement8.282.9024.01Sand0.02260.005.98B. Labour :Mason llnd classday0.38237.0090.06Mazdoor (unskilled)day0.43196.0084.28Mazdoor for mixing mortorday0.20196.0039.20Add for water charges @ 1 %0.01213.542.14C. Overheads & Contractors Profit on a to b 14%14%245.6734.39Cost for 10 metres long and 10 cm wide band280.06Cost for 1 metre long and 10 cm wide band28.01Cement conveyance chargesKg0.830.000.00Sand conveyance chargesCum0.0021253.12.881.14D. Area allowances on labour with profit20%21.574.92Rate for 1metre long and 10cm wide bandRs.35.8143Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag ofcement laid over roof when it is greenincluding cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of workUnit = 10 sqmData Sl.No.148, Pg.71 of Bld. ItemsA. MATERIALS:Cement sl.No.5, Pg.15100.802.90292.32Sand Sl.No.28, Pg.160.22260.0057.33Impervious Water proof compound # BMT-H.01 Sl.No. 236, Bldskg2.0024.0048.00B. LABOURMason 1st classday0.66258.00170.28Mason 2nd classday1.54237.00364.98Mazdoor (unskiled)day3.70196.00725.20Mazdoor for mixing mortorday0.04196.008.23C. Overheads & Contractors Profit on a to b14%1666.34233.29BASIC COST per 10 SQM1899.63BASIC COST per 1 SQM189.96Cement conveyance charges with profitKg10.080.000.00Sand conveyance charges with profitCum0.021253.127.631.14D.Area allowances on labour with profit20%126.8728.93Cost Per SqmRs.246.5244Flooring with Vitrified polished floor tiles 598X598 mm of 8 to 10mm thick, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles including seigniorage charges, etc., complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.104, Pg.51 of Bld. ItemsA. MATERIALS:Vitrified polished floor tiles 600X600 of 8 to 10mm thick Sl.No.52, Pg.12, Bldg itemssqm10.50723.007591.50Cement for CM (1:8) proportion for base coatkg.21.602.9062.64Cement for slurrykg.33.002.9095.70White cement- #928 of Blds Itemskg.2.0025.0050.00sand for CM (1:8)Cum0.12260.0031.20Sand for pointing0.02260.005.20B. LABOURMason 1st classday0.96258.00247.68Mason 2nd classday2.24237.00530.88Mazdoor (unskiled)day3.30196.00646.80Add water charges 1%0.011425.3614.25C. Overheads & Contractors Profit on a to b 14%14%9275.851298.62BASIC COST per 10 SQM10574.47BASIC COST per 1 SQM1057.45D. Cement conveyance charges with profitKg5.460.000.00E. Sand conveyance charges with profit0.0141253.1017.541.14D. area allowances on labour with profit20%143.9632.82Rate per SqmRs.1107.8118Flooring with ceramic tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.104, Pg.51 of Bld. ItemsA. MATERIALS:Ceramic tiles Sl.No.37, Pg.12, Bldg itemssqm10.50374.003927.00Cement for CM (1:8) proportion for base coatkg.21.602.9062.64Cement for slurrykg.33.002.9095.70White cementkg.2.0025.0050.00sand for CM (1:8)Cum0.12260.0031.20B. LABOURMason 1st classday0.96258.00247.68Mason 2nd classday2.24237.00530.88Mazdoor (unskiled)day3.30196.00646.80Add water charges 1%0.011425.3614.25C. Overheads & Contractors Profit on a to b 14%14%5606.15784.86BASIC COST per 10 SQM6391.02BASIC COST per 1 SQM639.10D. Cement conveyance charges with profitKg5.460.000.00E. Sand conveyance charges with profit0.011253.1015.041.14D. area allowances on labour with profit20%143.9632.82Rate per SqmRs.686.9619Providing skirting to internal walls to 15 cm height/risers of steps with ceramic tiles 7.30 mm thick length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.116, Pg.57 of Bld. ItemsA. MATERIALS:Ceramic tiles 7.30 mm thick Sl.No.37, Pg.12, Bldg itemssqm10.50374.003927.00Sand for cm 1:3 base coatcum0.12260.0031.20Cement for cm 1:3 base coatkgs57.602.90167.04Cement for slurrykgs33.002.9095.70White cement for jointing & pointingkgs6.0025.00150.00B. LABOURMason 1st classday0.77258.00198.66Mazdoor (unskiled)day0.80196.00156.80Add water charges 1%0.01355.463.55C. Overheads & Contractors Profit on a to b 14%14%4729.95662.19BASIC COST per 10 SQM5392.15BASIC COST per 1 SQM539.22D. Cement conveyance charges with profit9.060.000.00E. Sand conveyance charges with profit0.011253.1015.041.14F. area allowances on labour with profit20%35.908.19Rate per 1Sqm562.4445Providing skirting to internal walls to 15 cm height/risers of steps with Vitrified polished floor tiles 600X600 of 8 to 10mm thick length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water including seigniorage charges, etc., complete as per the directions of the Engineer in charge for the finished item of work.Unit = 10 sqmData Sl.No.116, Pg.57 of Bld. ItemsA. MATERIALS:Vitrified polished floor tiles 598X598 mm of 8 to 10mm thick Sl.No.52, Pg.12, Bldg itemssqm10.50723.007591.50Sand for cm 1:3 base coatcum0.12260.0031.20Cement for cm 1:3 base coatkgs34.562.90100.22Cement for slurrykgs33.002.9095.7067.56White cement for jointing & pointingkgs2.0025.0050.00B. LABOURMason 1st classday0.96258.00247.68Mason 2nd classday2.24237.00530.88Mazdoor (unskiled)day3.30196.00646.80Add water charges 1%0.011425.3614.25C. Overheads & Contractors Profit on a to b 14%14%9308.241303.15BASIC COST per 10 SQM10611.39BASIC COST per 1 SQM1061.14D. Cement conveyance charges with profit6.760.000.00E. Sand conveyance charges with profit0.011253.1015.041.14F. area allowances on labour with profit20%143.9632.82Rate per 1Sqm Rs.1109.0046White washing two coats with whiting / Suryacem of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materialsUnit: 10 sqmData Sl.No.162, Pg.79 of Bld. ItemsA. MATERIALS :Suryacem Sl.No.378, Pg.24, Bldg itemscum/kg2.0014.0028.00Gum, conjee water, or prickly pear juice including necessary fire wood (10%)L.S2.80B. LABOURBrick Layers / Painter I class Sl.No. 35, Pg.10, Bldg itemsday0.063258.0016.25Brick Layers / Painter II Class Sl.No. 37, Pg.11, Bldg itemsday0.147237.0034.84Mazdoor (unskilled)day0.320196.0062.72Sundries including brushes, ladders, etc.,1.00%1.45C. Overheads & Contractors Profit on a to b 14%14%146.0620.45Total cost for 10 sqm166.51Total cost for 1 sqm Rs.16.651.14D) area allowances on labour with profit20%11.382.59Rate per 1 Sqm19.25bAbove 3.66 mtsUp to 3.66 Mtrs Rate19.25lift charges 10 % on labour10%11.381.14LC5.03Scaffolding Charges Page 77 of Bldgs. ItemsSqm1.005.565.561.14D) area allowances on labour with profit20%6.171.41Rate per Above 3.66 mts 1 SqmRs.27.3547White washing three coats with with whiting / Suryacem of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materialsUnit: 10 sqmData Sl.No.163, Pg.79 of Bld. ItemsA. MATERIALS :Suryacem Sl.No.378, Pg.24, Bldg itemscum / kg2.80014.0039.20Gum, conjee water, or prickly pear juice including necessary fire wood (10%)L.S3.92B. LABOURBrick Layers / Painter I class Sl.No. 35, Pg.10, Bldg itemsday0.090258.0023.22Brick Layers / Painter II Class Sl.No. 37, Pg.11, Bldg itemsday0.210237.0049.77Mazdoor (unskilled)day0.430196.0084.28Sundries including brushes, ladders, etc.,1.00%2.00C. Overheads & Contractors Profit on a to b 14%14%202.3928.34Total cost for 10 sqm230.73Total cost for 1 sqm23.071.14D) area allowances on labour with profit20%15.733.59Total Rate per 1 SqmRs.26.6648Painting to new walls with 2 coats of ready mixed oil bound wahsable distemper (acrylic based) of approved brand and shade over a base coat of appropriate primer of approved brand,making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including scafolding, cost and conveyance of all materials to work site and all operational, incidental, labour charges etc.complete for finished item of work as per SS 911 for internal wallsunit = 10 sqmData Sl.No.168, Pg.80 of Bld. ItemsPRIMARY COAT:a)Cost of Primer Sl.No.353, Pg.23Lts0.5060.0030.00Painter I classNos0.08258.0020.64Pianter II classNos0.19237.0045.03b)Cost of washable Oil Bound Distemper Sl.No.372, Pg.24Lts1.7060.00102.001st class painterNos0.36258.0092.88II class painterNos0.84237.00199.08c)Sundries including scafolding, brushes, ladders, etc.1 % on labour.0.01357.633.58d) Overheads & Contractors Profit on a to c 14%14%493.2169.05BASIC COST per 10 SQM562.26BASIC COST per 1 SQM56.231.14e) area allowances on labour with profit20%35.768.15Rate per 1 SqmRs.64.3849Painting to External new walls with 2 coats of plastic emulsion Exterior type of approved brand ( Asian, Berger, Nippon ) and shade over a base coat of appropriate primer of grade I quality approved brand,making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc.complete for finished item of work as per SS 912 for External wallsunit = 10 sqmData Sl.No.168 & 187 of Bld. ItemsPRIMARY COAT:Cost of Primer Grade I #352, Pg. 23 of Bldgs. ItemsLts0.50100.0050.00Painter I st classNos0.08258.0020.64Pianter Iind classNos0.19237.0045.03plastic emulsion exterior type(# 373, Pg 24 of Bldgs. Items)Lts0.90180.00162.001st class painterNos0.36258.0092.88II class painterNos0.84237.00199.08Sundries including brushes, ladders, etc.1 % on above0.01569.635.70Overheads & Contractors Profit on above total14.00%575.3380.55BASIC COST per 10 SQM655.87BASIC COST per 1 SQM65.591.14area allowances on labour with profit20.00%35.768.15Total per 1SQM73.7450Providing and fixing in true horizontal level 600 mm x 600 mm 15 mm thick Arm strong false ceiling system manufactured by M/s Arm strong world Industries using hot dipped Galvanised Steel section exposed surface with pre-coated capping, main Tee of size 24 x 32 mm at every 1200 mm c/c maximum and rotary stiched cross tee of size 24 x 27 mm at evry 600 mm c/c and sub-cross tee of size 24 mm x 25 mm at 1200 mm c/c and wall angle of size 19 x 19 mm fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick pre-straightened GI Wire laying fine fissured butt edge ceiling tiles of 15 mm thick mineral fiber Board manufactured by M/s Arm Strong World Industries Ltd., having RH 99% and for finished of size 600 x 600 mm including Cost &conveyance of all materials and labour charges such as cutting , fixing of standing of frame work exposing roof making complete as per the directions of the Engineer in charge for the finished item of work.UNIT 1 sqmBLD-CSTN-8-33 pg 75A) Material requirement15 mm - Armstrong Mineral Fiber sheet 600 x 600 ( as per item 572 of Bldgs SR)sqm1.00450.00450.00Hot dipped GI Angle - Precoated - Grid (554 Bldgs)19 mm x 19 mmRM0.4035.0014.00Polyster painted GI - T Section - 1200 mm(1) 24 x 32 mm and (2) 24 x 25 mm (sub-cross Tee)(# 556 & 555 Bldgs)RM1.6041.5066.40Polyster painted GI - T Section - 300 mm24 mm x 27 mmRM1.6040.0064.00GI Rod - prestraightened - 2.0 mm dia0.00Connecting Rod (570 Bldgs. Items)RM1.288.0010.246 mm Nylon Rawl Plug (562 Bldgs Items)Nos1.282.503.20B) LABOUR CHARGESPER UNIT 1 sqm1st Class Carpenterday0.40258.00103.202nd Class Carpenterday0.40237.0094.801st Class Painterday0.08258.0020.642nd Class Painterday0.08237.0018.96Power Saw Cutter - Hand Operated - Operatorday0.04258.0010.32Power Drill - Hand Operated - Operatorday0.04258.0010.32Unskilled Mazdoorday0.24196.0047.04C) MachineryPower Saw Cutter - Hand Operated - Hire charges(# 930 og Bldgs)Hrs0.32105.0033.60Power Drill - Hand Operated - Hire Charges(# 931 of Bldgs)Hrs0.3297.0031.04Scaffolding charges1%977.769.78f)Overheads & Contractors Profit on a to c 14%14%987.54138.26BASIC COST per 1 sqmRs.1125.791.14g) area allowances on labour with profit20%305.2869.60Rate per 1 Sqm Rs.1195.4051Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade II making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including scafolding, cost and conveyance of all materials to work site and all operational, incidental, labour charges etc.complete for finished item of work as per SS 912 for internal wallsUnit: 10 sqmData Sl.No.172, Pg.81 of Bld. Itemsa)MaterialCost of Cement Primer - Gr 2 Sl.No.353, Pg.23 #Bldskg1.0060.0060.00b) LabourIst class painterday0.21258.0054.182nd class painterday0.49237.00116.13c) Materialc)Cost of water proof cement Paint of approved quality Sl.No.375, Pg.24 # Bldskg3.5035.00122.50d) Labour1st class painterday0.15258.0038.702nd class painterday0.35237.0082.95Mazdoor (unskilled)day1.50196.00294.00e)Sundries including scafolding, brushes, ladders, etc.1 %0.01768.467.68f)Overheads & Contractors Profit on a to c 14%14%776.14108.66BASIC COST per 10 SQM884.80BASIC COST per 1 SQM88.481.14g) area allowances on labour with profit20%58.6013.36Rate per 1 SqmRs.101.8452Painting two coats with rubber based acid resistant paint of approved make and quality over a coat of primer to the walls, flooring and ceiling of the battery room including cost & conveyance of all materials, scaffloding, labour charges, leads, lifts etc, complete as per the directions of the Engineer in charge for the finished item of workUnit: 10 sqmData Sl.No., Pg. of Bld. ItemsTwo Coats - New plastered surface :Unit: 10 sqmA. MATERIALS & LABOURRed Oxide primer Sl.No. 354, Pg.23 # Blds1.0090.0090.00LABOUR1st class painter0.08258.0020.642nd class painter0.19237.0045.03rubber based acid resistant paint (LMR)kg2.20300.00660.00LABOUR1st class painterday0.36258.0092.882nd class painter0.84237.00199.08B. Sundries including brushes, soap, putty etc., 1%0.011107.6311.08D.Overheads & Contractors Profit on a to d14%1118.71156.62BASIC COST per 10 SQM1275.33BASIC COST per 1 SQM127.531.14Area allowances on labour with profit20%35.768.15Rate/1 sqm incuding priming coat135.6953RCM facia 50 MM thick in CM (1:3) for drop walls, fins with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara sponge finishing, including cost & conveyance of all materials to site, seigniorage charges, sales & other taxes on all materials, operational & incidental, cost and conveyance of cement, wire mesh, water to work site, centering, scaffolding and form work, lift charges etc., complete for finished items of work but excluding cost of steel & its fabrication charges, for finished item of work. (APSS No.403 & 903)Unit - 10 sqmData Sl.No.86, Pg.44 of Bld. ItemsA) MATERIALSRabbit wire mesh (1.0 M panna for 0.6 M drop) Sl.No.154 # Bldssqm13.3012.00159.60Cement for Mortar 1:3 for 25 mm thick (0.25 Cum)Cement in CM 1:3Kg120.002.90348.00SandCum0.26260.0068.25Dry Cement for making Lumpskg50.002.90145.0012 mm Plastering 2 coats in 1:4 & 1:2 cm both sides 21.8 SqmCement in CM (1:4)Kg86.332.90250.3686.328Sand in CM(1:4)Kg0.25260.0065.47Cement in CM (1:2)Kg62.782.90182.0662.784Sand in CM(1:2)kg0.09260.0023.81Excluding HYSD Steel/ Mild steel & Binding wireB) LABOUR CHARGES1st Class Masonday8.00258.002064.00Miller Operator (1st Class )day1.00258.00258.00Mazdoor (unskilled)day10.00196.001960.00c) MachineryL.C.128.7Machine Mixing Mortar with Miller - Hire charges Sl.No.16Hrs2.00222.80445.60D. Overheads & Contractors Profit on a to C 14%14%5970.14835.826805.96BASIC COST per 1 SQM680.60D. Cement conveyance charges with profit26.910.000.00E. Sand conveyance charges with profit0.061253.1075.921.14f). Area allowances on labour with profit20%441.07100.56Rate per 1 SqmRs.857.0854Providing and fixing Thermocole False ceiling in true horizontal level 600 mm x 600 mm using 19 mm thick Thermocole sheet anodised Aluminium Tee sections of size 24.50 mm x 24.0 mm x 2.4 mm in grid with cross tee of size 24 x 24.5 mm at every 600 mm c/c and anodised aluminium wall angle of size 24 x 24 mm fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick GI Wire for finished of size 600 x 600 mm including Cost &conveyance of all materials and labour charges such as cutting , fixing of standing of frame work exposing roof making complete for finished item of workUNIT 1 sqmData Sl.No.157, Pg.76 of Bld. ItemsA) Material requirement19 mm Thermocole sheet 600 x 600 (BMT-M.38 # Blds)sqm1.0040.0040.00Alumninium Angle : 24 mm x 24 mm (BMT-M.15 # Blds)RM0.4023.009.20Anodised Aluminium T Section : 24 x 24.5 x 2.4 mm (BMT-M.16 # Blds)RM3.2030.0096.00GI Rod - prestraightened - 2.0 mm dia Connecting Rod (BMT-M.27 # Blds)Nos1.288.0010.24Rawl Plugs ( (ELEC-8.1.9) Sl.No.1247 # Blds Elec. Items)Nos1.280.160.20B) LABOUR CHARGES1st Class Carpenterday0.36258.0092.882nd Class Carpenterday0.36237.0085.32Power Saw Cutter - Hand Operated - Operator (1st Class )day0.02258.005.16Power Drill - Hand Operated - Operator (1st Class )day0.04258.0010.32Unskilled Mazdoorday0.20196.0039.20C) MachineryPower Saw Cutter - Hand Operated - Hire charges (Blds # BMC-X.02) Sl.No.930Hrs0.16105.0016.80Power Drill - Hand Operated - Hire Charges (Blds # BMC-X.03) Sl.No.931Hrs0.3297.0031.04Scaffolding charges 1%0.01436.364.36D. Overheads & Contractors Profit on a to C 14%14%440.7361.70BASIC COST per 1 SQM502.431.14E. Area allowances on labour with profit20%232.8853.10Rate per 1 SqmRs.555.5355Supply and fixing Aluminium Anodised Two Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 20694 of size 62 x 29.5 mm x 1.30thick and bottom horizontal - two track frame of 20703 of size 62 x 29.5 mm x1.20 mm thick, Shutter frame top, bottom and verticals of 20529 of size 50 mm x 20 mm x 1.50 mm thick and Weather interlocking frame of 20531 of size 50 x 20 x 1.50 mm thick with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of workUNIT 1 sqmData Sl.No.286, Pg.105 of Bld. Items and Spl.spec.Aluminium Sliding Window (Two Track) (Size 1.20x1.35 =1.62 Sqm)A) MATERIAL REQUIREMENTAluminium sectionsTop & Sides = 62x29.5x1.30 @ 0.695 Kg/m1x2x1.29 + 1.20 = 3.78 x 0.695 = 2.627 KgsBottom = 62 x29.5x1.20 @ 0.726Kg/m1x1.136 = 1.20 x 0.726 = 0.871 KgsShut