AnalysisCPWD DELHI ANALYSIS OF RATES -2012 (WITH FORMULAS)Notes :01. This entire work is done by me alone and every item is compared with DSR-2012 and DAR-201202. At the end of each item the DSR-2012 rate is shown, so that it is easy to compare both the rates.03. DSR rate in 'Green' means it is tallied with Analysed rate.04. DSR rate in 'Red' means it is not tallied with Analysed rate but the analysed rate is tallied with that of DAR-2012.05. Where sub analysis is involved the analysed rate will not tally exactly to that of DAR-2012 because, in DAR every rate is rounded-off. But in this analysis, I have not rounded-off to nearest 5 np. But both the rates are very close.06. Where ever there is an error in DAR (only a few items this time) it is mentioned in the item it self.07. Please let me know, if I am violating any copy right, so that I can delete the post from internet.If any one want to share some thing about this analysis with me, they are welcome! Please do mail me on rambabujalli@gmail.com. Even a small comment will boost my enthusiasm to work more.Sincerely yours

Rambabu Jalli,SDE(Civil), BSNL,Hyderabad.ANALYSIS OF RATES BASED ON DAR-2012Sub-Data Analysis - without water charges and without CP & OHItem Code : 16.052.XSub-Analysis - X For item 16.52Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountSub Analysis - XDetails of cost for 1 cum of lime Flyash mortar1:2:3 (lime:2 flyash:3 coarse sand).MATERIALS:0773Unslaked limequint1.52300.00456.001980Flyashcum0.487.753.720982Coarse sandcum0.721120.00806.402208Carriage of Unslaked limecum0.2487.6021.022262Carriage of Flyashcum0.4887.6042.052203Carriage of Coarse sandcum0.7287.6063.07Labour for slaking the lime making, lime putty, grinding, measuring, carrying, depositing and mixing.0114BeldarDay0.90247.00222.300101BhishtiDay0.45260.00117.009999Running and upkeep of mortar mileL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum1791.80Rate per One Cum :Rs 1791.80Item Code : 3.19Mortar in lime , surkhi ( 50% red and 50% light yellow) and marble dust 1:1.5:0.5Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIAL:(0.475 cum of lime putty = 3.01 q of unslaked lime)1182SurkhiCum0.7125700.00498.750773Unslaked limequint3.01300.00903.000784Marble dust/ powdercum0.241000.00240.00LABOUR :For slaking lime, making lime putty, grinding and carrying0114BeldarDay0.90247.00222.300101BhistiDay0.45260.00117.009999Cost of running and upkeeping of mortar millL.S.10.351.4915.429999SundriesL.S.5.201.497.75Cost for 1.00 Cum2004.22Rate per One Cum :Rs 2004.22Item Code : 3.10Cement mortar 1:5 (1 cement : 5 coarse sand)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS(0.214cum. of cement = 0.31 tonne)0367Cementtonne0.315000.001550.002209Carriage of Cementtonne0.3177.8724.140982Coarse sandcum1.071120.001198.402203Carriage of Coarse sandcum1.0787.6093.73LABOURFor measuring, carrying, depositing and mixing-0114BeldarDay0.75247.00185.250101BhistiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum3129.96Rate per One Cum :Rs 3129.96Item Code : 3.7Cement mortar 1:2 (1 cement : 2 coarse)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS(0.476 cum. of cement = 0.68 tonne)0367Cementtonne0.685000.003400.002209Carriage of Cementtonne0.6877.8752.950982Coarse sandcum0.951120.001064.002203Carriage of Coarse sandcum0.9587.6083.22LABOURFor measuring, carrying, depositing and mixing-0114BeldarDay0.75247.00185.250101BhistiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum4863.86Rate per One Cum :Rs 4863.86Item Code : 18.041.01-ACost of sand filling for 10m pipe as Fig 'A" marked under item no.18.41.1Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS:6501Fine sandcum1.00500.00500.002335Carriage of fine sandcum1.0087.6087.60LABOUR:0114BeldarDay0.09247.0022.230115CoolieDay0.11247.0027.17Cost for 1.00 Cum637.00Rate per One Cum :Rs 637.00Item Code : 1681-PYPlants and Labour required for sub anlaysis 16.81Y for item 16.81Details of Cost for : 1.00 jobCodeDescriptionUnitQuantityRateAmount1215Welding by electric plantcm165.001.50247.50Cutting, assembling and erection charges0102Blacksmith 1st classDay0.115301.0034.620103Blacksmith 2nd classDay0.115273.0031.400100BandhaniDay0.11260.0028.600114BeldarDay0.83247.00205.019999SundriesL.S.12.101.4918.03Labour for riveting / bolting / cutting etc.0116Fitter (grade 1)Day0.41301.00123.410103Blacksmith 2nd classDay0.54273.00147.420100BandhaniDay0.70260.00182.000114BeldarDay0.54247.00133.380139Skilled BeldarDay0.81260.00210.609999SundriesL.S.12.101.4918.03Cost for 1.00 job1380.00Rate per One Job :Rs 1380.00Item Code : 1681-PCost materials in sub-analysis of 16.81X for item 16.81Details of Cost for : 1.00 No.CodeDescriptionUnitQuantityRateAmountMATERIALS:M.S. Sheet 1.63mm thick = 1x2.50x2.00 = 5.00 sqm @ 12.80 kg/sqm = 64.00 kgwastage @ 5%= 3.20 kgTotal = 67.20 kg1013Mild steel sheets for tanksquint0.6724600.003091.20MS Angle - 40 x 40 x 6 mmOut frame=2x(2.50+2.00)=9.00 mVertical extra = 2x0.300 = 0.60 mHorizontal = 1x2.50 =2.50 mBracing = 1x3.20 = 3.20 mBracing at bottom = 2x0.50 = 1.00 mTotal = 16.30 m @ 3.50 kg/m = 57.05 kg +wastage @ 5% = 2.85 kgTotal = 59.90 kg1007Structural steel such as tees, angles channels and R.S. joistsquint0.5994250.002545.75M.S. Channel =2x0.50 =1.00 m @ 5.70 kg/m = 5.70 kg+wastage @ 5% = 0.29 kgTotal = 5.99 kg1007Structural steel such as tees, angles channels and R.S. joistsquint0.05994250.00254.58M.S. Flat 30x5 mmHorizontal = 3x2.50 = 7.50 mVertical = 2x2.00 = 4.00 mTotal = 11.50 m @1.20 kg/m = 13.80 kg +wastage @ 5% = 0.69 kgTotal = 14.49 kg1008Flats up to 10 mm in thicknessquint0.14494200.00608.582205Carraige of Steeltonne0.14877.8711.52Cost for 1.00 No.6511.63Rate per Each :Rs 6511.63Item Code : 16.052.YSub-Analysis - Y for Item 16.52Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountSub Analysis - YDetails of cost for 1 cum. of cement concreteMATERIALS:Lime Flyash mortar16.052.XSub-Analysis - X For item 16.52Cum0.401791.80716.720295Stone aggregate 20mm nominal sizecum0.641050.00672.000297Stone aggregate 10mm nominal sizecum0.211050.00220.502202Carriage of stone aggregatecum0.8587.6074.46Labour:0114BeldarDay0.65247.00160.550115CoolieDay0.60247.00148.200101BhishtiDay0.27260.0070.200123Mason 1st classDay0.05301.0015.050124Mason 2nd classDay0.05273.0013.650128MateDay0.04260.0010.409999Hire and running charges of mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.149999Hire charges of steel moulds, table vibrators,L.S.53.821.4980.19rammers, bolts, nuts and washers etc.Cost for 1.00 Cum2242.16Rate per One Cum :Rs 2242.16Item Code : 1643-BANNEXURE-B for item No. 16.43_x000D_STEEL FORM WORK:Details of Cost for : 8.50 CumCodeDescriptionUnitQuantityRateAmountPart-1 Cost of materials :Assuming that pavement 30m long 22.5m wide and 0.30m deep having panel size 6.15x4.6lx0.30m or 8.50cum laid in a day of 8 hrs. Hence form work to be provided for 2 days.Material for 61.5m long 46.10m wide pavement22x30.75 = 676.502x46.10 = 92.20Total = 768.70m.768.70 @ 83.10 kg/ m = 25.44 M.T.Assuming that channel will become unserviceable after use for 5000 slab (100 times) and salvage value of steel shall fetch20% of its basic cost.1007Steel 254.44 qx4/5x 1/5000 = 0.0407104 qquint0.04074250.00172.982205Carriage of steel 25.44x4/5x1/5000=tonne0.0040777.870.320.00407104 tonnePart-II Labour for assembling, errection, dismetelling and cleaning the shuttering.Assuming that 255 labour for steel shuttering shall be required as compared to timber shuttering. Contact area of 50 slabs of steel shuttering.Long channel = 11x20x0.30 = 66.00= 2x45.10x0.30 = 27.06Total= 93.060103Blacksmith 2nd classDay2.86273.00780.780114Beldar =Day2.86247.00706.42Carriage of steel for extra lead of runway0114Beldar =Day5.73247.001415.31Cost for 8.50 Cum3075.81Rate per One Cum :Rs 361.86Item Code : 14.072YCost of materials for scaffolding in item no. 14.72X for main item 14.72Details of Cost for : 1.00 No.CodeDescriptionUnitQuantityRateAmount7397Base JackNos14.00180.002520.00(7x2 = 14 Nos)40mm dia MS tube :Vertical standards 2.5m length =7x2x9x2.5 =315mBracing ledger 1.50m length = 7x2x9x2.5= 513m (?)Side support 6m length =3x2x6 =36mHorizontal support 3.00m length=18x3x3.00m = 162mTotal = 1026m @ 3.67 kg/m =3765.42kg4009Mild steel tubes hot finished welded typekilog3765.4248.00180740.167387Spigot for standard jointingKg123.9845.005579.107x2x9 =126 Nos126 Nos x 0.40m length =50.4 m @ 2.46kg/m=123.98 kg1034Bolts and nuts up to 300 mm in lengthquint0.3785400.002041.202x7x2x9 = 252 Nos @ 0.15 kg/each =37.80 kgor Say 0.378 qtlClamps / Couplers for clamps for fixing M.S tube with scaffolding = (2x3x2 +2x18x3) = 120 Nos7346Double couplereach120.0055.006600.00Challies 3 Nos x 18 line = 54 NosTwo level plate challies =2x18 line =36 nos=90 Nos7398ChalliesNos90.00800.0072000.00Cup Locks for :Vertical Standards - 5x7x2x9 = 630 Nos2x18x19 = 694 NosTotal = 1314 Nos7399Cup locksNos1314.0075.0098550.00Cost for 1.00 No.368030.46Rate per Each :Rs 368030.46Item Code : 3.6Cement mortar 1:6 (1 cement : 6 fine sand)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS(0.178 cum. of cement = 0.25 tonne)0367Cementtonne0.255000.001250.002209Carriage of Cementtonne0.2577.8719.470983Fine sandcum1.07640.00684.802261Carriage of fine sandcum1.0787.6093.73LABOURFor measuring, carrying, depositing and mixing-0114BeldarDay0.75247.00185.250101BhistiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum2311.69Rate per One Cum :Rs 2311.69Item Code : 3.3Cement mortar 1:3 (1 cement : 3 fine sand)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS(0.375 cum. of cement = 0.51 tonne)0367Cementtonne0.515000.002550.002209Carriage of Cementtonne0.5177.8739.710983Fine sandcum1.07640.00684.802261Carriage of fine sandcum1.0787.6093.73LABOURFor measuring, carrying, depositing and mixing-0114BeldarDay0.75247.00185.250101BhistiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum3631.93Rate per One Cum :Rs 3631.93Item Code : 3.4Cement mortar 1:4 (1 cement : 4 fine sand)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS(0.268 cum. of cement = 0.38 tonne)0367Cementtonne0.385000.001900.002209Carriage of Cementtonne0.3877.8729.590983Fine sandcum1.07640.00684.802261Carriage of fine sandcum1.0787.6093.73LABOURFor measuring, carrying, depositing and mixing-0114BeldarDay0.75247.00185.250101BhistiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum2971.81Rate per One Cum :Rs 2971.81Item Code : 3.2Cement mortar 1:2 (1Cement : 2 fine sand)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmount(0.475 cum. of cement = 0.68 tonne)0367Cementtonne0.685000.003400.002209Carriage of cementtonne0.6877.8752.950983Fine sandcum0.95640.00608.002261Carriage of fine sandcum0.9587.6083.22(For measuring, carrying, depositing and mixing)0114BeldarDay0.75247.00185.250101BhisthiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum4407.86Rate per One Cum :Rs 4407.86Item Code : 3.16White Cement Mortar 1:3 (1 white cement : 3 marble dust)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :(0.357 cum. of white cement = 0.51 tonne)0368White cementtonne0.5112000.006120.002209Carriage of cementtonne0.5177.8739.710114BeldarDay0.75247.00185.250784Marble dustcum1.071000.001070.000101BhisthiDay0.07260.0018.202268Carriage of Marble dustcum1.0787.6093.739999Hire and running charges of mechanical mixerL.S.40.431.4960.24For measuring, carrying, depositing and mixingLABOUR :Cost for 1.00 Cum7587.13Rate per One Cum :Rs 7587.13Item Code : 3.12Cement Mortar 1:2 (1 cement : 2 stone dust)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0367Cementtonne0.685000.003400.00(0.475 cum. of cement = 0.68 tonne)2209Carriage of cementtonne0.6877.8752.950101BhisthiDay0.07260.0018.201159Stone dustcum0.95925.00878.759999Hire and running charges of mechanical mixerL.S.26.911.4940.102267Carraige of Stone dustcum0.9587.6083.229999SundriesL.S.13.521.4920.14For measuring, carrying, depositing and mixing0114BeldarDay0.75247.00185.25LABOUR :Cost for 1.00 Cum4678.61Rate per One Cum :Rs 4678.61Item Code : 3.11Cement mortar 1:6 (1 cement : 6 coarse sand).Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS(0.178 cum. of cement = 0.25 tonne)0367Cementtonne0.255000.001250.002209Carriage of Cementtonne0.2577.8719.470982Coarse sandcum1.071120.001198.402203Carriage of Coarse sandcum1.0787.6093.73LABOURFor measuring, carrying, depositing and mixing-0114BeldarDay0.75247.00185.250101BhistiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum2825.29Rate per One Cum :Rs 2825.29Item Code : 05.009.12-ACost of centring and shuttering materials for using once in item 5.9.12 - well steiningDetails of Cost for : 1.00 timesCodeDescriptionUnitQuantityRateAmountSurface areaOutside area =22/7x4.40x1.00 - 13.82sqm.= 26.39 sqm.Assuming that the timber will become unserviceable after being used 8 timesPlanks 38 mm (Seconti class kail wood)26.39x0.038= 1.00cum.Wastage 20% = 0.20cum.= 1.20cum. or 1200 cudm.1198Second class kail wood in plankscum0.1525000.003750.002nd class kail wood battensInside = 2x25x0.50x0.075x0.038 = 0.0712cum.Outside = 2x28x0.50x0.075x0.038 = 0.0798cum.= 0.1510cum.Wastage 5% = 0.0076 cum.= 0.1586cum. or 158.60 cudm1197Second class kail wood in scantlingcum0.0000225000.000.50Safeda bailies 125mm dia.Inside: 25x1.00 = 25.00mOutside: 28x1.00 = 28.00m= 53.00m0302Safeda ballies 125 mm diametermetre6.62537.00245.13Cost for 1.00 times3995.63Rate per One Time :Rs 3995.63Item Code : 3.9Cement mortar 1:4 (1 cement : 4 coarse sand).Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS(0.214 cum. of cement = 0.31 tonne)0367Cementtonne0.385000.001900.002209Carriage of Cementtonne0.3877.8729.590982Coarse sandcum1.071120.001198.402203Carriage of Coarse sandcum1.0787.6093.73LABOURFor measuring, carrying, depositing and mixing-0114BeldarDay0.75247.00185.250101BhistiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum3485.41Rate per One Cum :Rs 3485.41Item Code : 3.8Cement mortar 1:3 (1 cement : 3 coarse sand)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS(0.357 cum. of cement = 0.51 tonne)0367Cementtonne0.515000.002550.002209Carriage of Cementtonne0.5177.8739.710982Coarse sandcum1.071120.001198.402203Carriage of Coarse sandcum1.0787.6093.73LABOURFor measuring, carrying, depositing and mixing-0114BeldarDay0.75247.00185.250101BhistiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum4145.53Rate per One Cum :Rs 4145.53Item Code : 3.18Mud mortarDetails of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountDetail of cost for one cumMATERIALS0811Mud (dry)cum1.0850.0054.00LABOUR0114BeldarDay0.63247.00155.610101BhistiDay0.315260.0081.909999SundriesL.S.6.451.499.61Cost for 1.00 Cum301.12Rate per One Cum :Rs 301.12Item Code : 3.15White cement mortar 1:2 (1 white cement : 2 marbleDetails of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS(0.475 cum. of white cement = 0.68 tonne)0368White Cementtonne0.6812000.008160.002209Carriage of White Cementtonne0.6877.8752.950784Marble dustcum0.951000.00950.002268Carriage of Marble dustcum0.9587.6083.22LABOURFor measuring, carrying, depositing and mixing-0114BeldarDay0.75247.00185.250101BhistiDay0.07260.0018.209999Hire and running charges of mechanical mixerL.S.26.911.4940.109999SundriesL.S.13.521.4920.14Cost for 1.00 Cum9509.86Rate per One Cum :Rs 9509.86Item Code : 1681-YSub-analysis item for fabication charges in item no. 16.81Details of Cost for : 2.50 mCodeDescriptionUnitQuantityRateAmount1681-PYPlants and Labour required for sub anlaysis 16.81Y for item 16.81job1.001380.001380.001681-PYPlants and Labour required for sub anlaysis 16.81Y for item 16.81job0.101380.00138.00Cost for 2.50 m1518.00Rate per One Metre :Rs 607.20Item Code : 1681-SCost of material for using once in item code 1681-X (sub analysis for 16.81)Details of Cost for : 40.00 timesCodeDescriptionUnitQuantityRateAmount1681-PCost materials in sub-analysis of 16.81X for item 16.81m1.006511.636511.631681-PCost materials in sub-analysis of 16.81X for item 16.81m0.106511.63651.161681-PCost materials in sub-analysis of 16.81X for item 16.81m-0.506511.63-3255.82Cost for 40.00 times3906.97Rate per One Time :Rs 97.67Item Code : 14.72XCost of scaffolding materials for using once in the item code 14.72Details of Cost for : 40.00 NosCodeDescriptionUnitQuantityRateAmount14.072YCost of materials for scaffolding in item no. 14.72X for main item 14.72Nos1.00368030.46368030.4614.072YCost of materials for scaffolding in item no. 14.72X for main item 14.72Nos0.10368030.4636803.0514.072YCost of materials for scaffolding in item no. 14.72X for main item 14.72Nos-0.25368030.46-92007.62Cost for 40.00 Nos312825.89Rate per Each :Rs 7820.65Item Code : 1681-XSub analysis item for material component of Item No. 16.81Details of Cost for : 2.50 mCodeDescriptionUnitQuantityRateAmountMATERIALS:1681-SCost of material for using once in item code 1681-X (sub analysis for 16.81)times1.0097.6797.67Cost for 2.50 m97.67Rate per One Metre :Rs 39.07Analysis for SCHEDULE MAIN ITEMS : With water charges (1%) and with CP & OH (15%)Item Code: 2.1.1E/W in surface excavation .. All kinds of soilDetails of Cost for : 100.00 SqmCodeDescriptionUnitQuantityRateAmountLABOUR:0114BeldarDay7.20247.001778.400115CoolieDay6.00247.001482.00Total:3260.40Add water charges @ 1% on3260.4032.603293.00Add C.P & OH @15% on3293.00493.95Cost for 100.00 Sqm3786.95Rate per 100 Sqm:Rs 3786.95Rate as per DSR-12:Rs 3786.95Item Code: 2.2.1E/W in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, .. .., lead upto 50 m and lift upto 1.5 m : All kinds of soilDetails of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountLABOUR :Roller charges (one roller does 1850 sqm. of consolidation per day)0114BeldarDay5.90247.001457.300115CoolieDay3.60247.00889.200101BhisthiDay0.40260.00104.000113ChowkidarDay0.008247.001.980003Hire charges of road rollerDay0.0081500.0012.001235Diesellitre0.14441.295.952342Carriage of dieselquint0.00148.760.019999SundriesL.S.2.731.494.07Total:2474.51Add water charges @ 1% on2474.5124.752499.26Add C.P & OH @15% on2499.26374.89Cost for 10.00 Cum2874.15Rate per One Cum:Rs 287.42Rate as per DSR-12:Rs 287.40Item Code: 2.3.1Banking excavated earth . All kinds of soilsDetails of Cost for : 10 cumCodeDescriptionUnitQuantityRateAmountLABOUR :0114BeldarDay2.20247.00543.400115CoolieDay3.60247.00889.200101BhisthiDay0.40260.00104.00Roller Charges :(one roller does 1850 sqm of consolidation per day )0003Hire charges of road rollerDay0.0081500.0012.000113ChowkidarDay0.008247.001.981235Diesellitre0.14441.295.952342Carriage of dieselquint0.00148.760.019999SundriesL.S.2.731.494.07Total:1560.61Add water charges @ 1% on1560.6115.611576.22Add C.P & OH @15% on1576.22236.43Cost for 10cum1812.65Rate per One Cum :Rs 181.27Rate as per DSR-12:Rs 181.25Item Code: 2.4Deduct for not rolling with power roller.Details of Cost for : -10.00 CumCodeDescriptionUnitQuantityRateAmountLABOUR-0113ChokidarDay0.008247.001.980003Roller charges & Hire ChargesDay0.0081500.0012.001235Diesellitre0.14441.295.952342Carriage of dieselquint0.00148.760.019999SundriesL.S.1.821.492.71Total:22.65Add water charges @ 1% on22.650.2322.88Add C.P & OH @15% on22.883.43Cost for -10.00 Cum26.31Rate per One Cum:-Rs 2.63Rate as per DSR-12:-Rs 2.65Item Code: 2.5Deduct for not watering the excavated earth for banking.Details of Cost for : -10.00 CumCodeDescriptionUnitQuantityRateAmountLABOUR-0101BhishtiDay0.40260.00104.00Total:104.00Add water charges @ 1% on104.001.04105.04Add C.P & OH @15% on105.0415.76Cost for -10.00 Cum120.80Rate per One Cum:-Rs 12.08Rate as per DSR-12:-Rs 12.10Item Code: 2.6.1E/W in excavation over areas (exceeding 30cm in depth. 1.5m in width 10sqm on plan) - All kinds of soilDetails of Cost for : 10.00 NosCodeDescriptionUnitQuantityRateAmountAverage output of Hydraulic Excavator per hour = 30cum.MACHINERY :0020Hydraulic Excavator (3D) with driver and fuelDay0.041257500.00309.380018Hire and running charges of loader.Day0.041255000.00206.250128MateDay0.40260.00104.000115CoolieDay2.00247.00494.00(beldar / coolie)Total:1113.63Add water charges @ 1% on1113.6311.141124.77Add C.P & OH @15% on1124.77168.72Cost for 10.00 Nos1293.49Rate per Each:Rs 129.35Rate as per DSR-12:Rs 129.35Item Code: 2.7.1E/W in excavation over areas (exceeding 30cm in depth. 1.5m in width 10sqm on plan) - Ordinary rockDetails of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMACHINERY0020Hydraulic Excavator (3D) with driver and fuel.Day0.06257500.00468.750017Hire and running charges of tipperDay0.06251700.00106.250132ExcavatorsDay0.705247.00174.140133BreakersDay1.59247.00392.730134Hole drillerDay0.355247.0087.690114BeldarDay0.50247.00123.500115CoolieDay1.35247.00333.459999SundriesL.S.10.791.4916.08Total:1702.59Add water charges @ 1% on1702.5917.031719.62Add C.P & OH @15% on1719.62257.94Cost for 10.00 Cum1977.56Rate per One Cum:Rs 197.76Rate as per DSR-12:Rs 197.75Item Code: 2.7.2E/W in over areas (exceeding 30 cm in depth, 1.5m in width , 10sqm on plan) - Hard rock (requiring blasting)Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMACHINERY0020Hydraulic Excavator (3D) with driver and fuel.Day0.1257500.00937.500017Hire and running charges of tipperDay0.1251700.00212.500132Rock ExcavatorDay1.06247.00261.820133Rock BreakerDay2.825247.00697.780134Rock Hole DrillerDay0.885247.00218.600114BeldarDay0.45247.00111.150115CoolieDay1.35247.00333.450325Blasting powderkilog3.9335.00137.550326Blasting fuse (fuse wire)each4.0015.0060.009999SundriesL.S.16.121.4924.02Total:2994.37Add water charges @ 1% on2994.3729.943024.31Add C.P & OH @15% on3024.31453.65Cost for 10.00 Cum3477.96Rate per One Cum:Rs 347.80Rate as per DSR-12:Rs 345.20Item Code: 2.7.3E/W in over areas (exceeding 30cm depth, 1.5m in width , 10sqm on plan) - Hard rock (blasting prohibited)Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMACHINERY:0020Hydraulic Excavator (3D) with driver and fuelDay0.1257500.00937.500017Hire and running charges of tipperDay0.1251700.00212.500132ExcavatorsDay2.47247.00610.090133BreakersDay6.00247.001482.000135Stone ChisellersDay1.06260.00275.600103Black smith 2nd classDay0.175273.0047.780114BeldarDay0.75247.00185.250115CoolieDay1.80247.00444.609999SundriesL.S.16.121.4924.02Total:4219.34Add water charges @ 1% on4219.3442.194261.53Add C.P & OH @15% on4261.53639.23Cost for 10.00 Cum4900.76Rate per One Cum:Rs 490.08Rate as per DSR-12:Rs 490.10Item Code: 2.8.1E/W excavation in foundation trenches .. .. All kinds of soil.Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMACHINERY:0020Hydraulic Excavator (3D) with driver and fuelDay0.041257500.00309.380018Hire and running charges of loader.Day0.041255000.00206.250128MateDay0.40260.00104.000115CoolieDay2.05247.00506.35Total:1125.98Add water charges @ 1% on1125.9811.261137.24Add C.P & OH @15% on1137.24170.59Cost for 10.00 Cum1307.83Rate per One Cum:Rs 130.78Rate as per DSR-12:Rs 130.80Item Code: 2.9.1E/W excavation in foundation trenches .. .. Ordinary rokDetails of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMACHINERY:0020Hydraulic Excavator (3D) with driver and fuelDay0.06257500.00468.750017Hire and running charges of tipperDay0.06251700.00106.25LABOUR:0132ExcavatorsDay0.885247.00218.600134Hole drillersDay1.765247.00435.960134Hole drillersDay0.53247.00130.910114BeldarDay0.50247.00123.500115CoolieDay1.30247.00321.109999SundriesL.S.13.521.4920.14Total:1825.21Add water charges @ 1% on1825.2118.251843.46Add C.P & OH @15% on1843.46276.52Cost for 10.00 Cum2119.98Rate per One Cum:Rs 212.00Rate as per DSR-12:Rs 212.00Item Code: 2.9.2E/W excavation in foundation trenches .. .. Hard rock (requiring blasting)Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMACHINERY :0020Hydraulic Excavator (3D) with driver and fuelDay0.1257500.00937.500017Hire and running charges of tipperDay0.1251700.00212.50LABOUR:0132ExcavatorsDay1.24247.00306.280133BreakersDay3.00247.00741.000134Hole drillersDay1.06247.00261.820114BeldarDay0.50247.00123.500115CoolieDay1.30247.00321.100325Blasting powderkilog6.4235.00224.700326Blasting fuseeach7.0015.00105.009999SundriesL.S.18.851.4928.09Total:3261.49Add water charges @ 1% on3261.4932.613294.10Add C.P & OH @15% on3294.10494.12Cost for 10.00 Cum3788.22Rate per One Cum:Rs 378.82Rate as per DSR-12:Rs 378.80Item Code: 2.9.3E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited)Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMACHINERY0020Hydraulic Excavator (3D) with driver and fuel.Day0.1257500.00937.500017Hire and running charges of tipperDay0.1251700.00212.50LABOUR-0132ExcavatorsDay2.65247.00654.550133BreakersDay6.175247.001525.230135ChisellersDay1.06260.00275.600103Black smith II classDay0.175273.0047.780114BeldarDay0.75247.00185.250115CoolieDay1.50247.00370.509999SundriesL.S.17.941.4926.73Total:4235.64Add water charges @ 1% on4235.6442.364278.00Add C.P & OH @15% on4278.00641.70Cost for 10.00 Cum4919.70Rate per One Cum:Rs 491.97Rate as per DSR-12:Rs 491.95Item Code: 2.10.1.1Excavating trenches for pipes, cables, etc - All kinds of soil - Pipes, cables etc, not exceeding 80 mm dia.Details of Cost for : 180.00 mCodeDescriptionUnitQuantityRateAmountSlope assumed 1 in 200.Earth work and filling-Minimum depth of trench 60cm.Average depth = (0.6+1.50)/2 = 1.05Width for this depth 0.45 cm180x0.45xl.05 = 85.05 cum02.008.01E/W excavation in foundation trenches .. .. All kinds of soil.Cum85.05130.7811122.84A02.025Filling available excavated earth (excluding rock) .. ..Cum85.0583.807127.19BTotal:18250.03Add water charges @ 1% except on [A]+[B] i.e on0.000.0018250.03Add C.P & OH @15% except on [A]+[B] i.e on0.000.00Cost for 180.00 m18250.03Rate per One Metre:Rs 101.39Rate as per DSR-12:Rs 101.40Item Code:Excavating trenches for pipes, cables, etc - All kinds of soil - Pipes, cables etc, exceeding 80 mm dia upto 300mmDetails of Cost for : 110.00 mCodeDescriptionUnitQuantityRateAmountSlope assumed 1 in 200.Earth work and filling-Minimum depth of trench = 0.75+0.20 = 0.95mAverage depth = (1.50+0.95)/2 = 1.225MWidth = 0.40 + 0.20 = 0.60 m110x0.60x1.225 = 80.85 cum5% for collars = 4.04 cumTotal = 84.89 cum02.008.01E/W excavation in foundation trenches .. .. All kinds of soil.Cum84.89130.7811101.91A02.025Filling available excavated earth (excluding rock) .. ..Cum84.8983.807113.78BTotal:18215.69Add water charges @ 1% except on [A]+[B] i.e on0.000.0018215.69Add C.P & OH @15% except on [A]+[B] i.e on0.000.00Cost for 110.00 m18215.69Rate per One Metre:Rs 165.60Rate as per DSR-12:Rs 165.60Item Code: 2.10.1.3Excavating trenches All kinds of soil Pipes 300 to 600 mm.Details of Cost for : 60.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 60m length of a pipe of an average dia. say 450mm.Slope assumed 1 in 200.Earth work and filling-Minimum depth of trench 0.75+0.45= 1.20mAverage depth = (1.50+1.20)/2 =1.35Width = 0.40 + 0.45 = 0.85 m60x0.85xl.35 = 68.85 cum5% for collars = 3.44 cumTotal = 72.29 cum02.008.01E/W excavation in foundation trenches .. .. All kinds of soil.72.29130.789454.09A02.025Filling available excavated earth (excluding rock) .. ..72.2983.806057.90BTotal:15511.99Add water charges @ 1% except on [A]+[B] i.e on0.000.0015511.99Add C.P & OH @15% except on [A]+[B] i.e on0.000.00Cost for 60.00 m15511.99Rate per One Metre:Rs 258.53Rate as per DSR-12:Rs 258.55Item Code: 2.13.1.1Excavating trenches for pipes, cables, etc - Ordinary rock - Pipes, cables etc, not exceeding 80 mm dia.Details of Cost for : 180.00 mCodeDescriptionUnitQuantityRateAmountSlope assumed 1 in 200Excavation-Quantity same as in item No.2.10.1.102.009.01E/W excavation in foundation trenches .. .. Ordinary rok85.05212.0018030.60ARefilling, ramming and watering02.025Filling available excavated earth (excluding rock) .. ..85.0583.807127.19BExtra labour for ramming of rock0114Beldar (A)Day2.00247.00494.00Total:25651.79Add water charges @ 1% except on [A]+[B] i.e on494.004.9425656.73Add C.P & OH @15% except on [A]+[B] i.e on498.9474.84Cost for 180.00 m25731.57Rate per One Metre:Rs 142.95Rate as per DSR-12:Rs 142.95Item Code: 2.13.1.2Excavating trenches for pipes, cables, etc - Ordinary rock - Pipes, cables etc, exceeding 80mm dia not exceeding 300mmDetails of Cost for : 80.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 80 m length of pipe of an average dia. Say 200mm.Slope assumed 1 in 200Excavation-Minimum depth of trench.0.75+0.15+0.20 = 1.10mAverage depth = ( 1.10 + 1.50)/2 = 1.30mMinimum width of trench = 0.90m80x0.90x1.30 = 93.60 cum.02.009.01E/W excavation in foundation trenches .. .. Ordinary rokCum93.60212.0019843.20ARefilling, ramming and watering02.025Filling available excavated earth (excluding rock) .. ..Cum93.6083.807843.68BExtra labour for ramming of rock0114BeldarDay2.20247.00543.40Total:28230.28Add water charges @ 1% except on [A]+[B] i.e on543.405.4328235.71Add C.P & OH @15% except on [A]+[B] i.e on548.8382.32Cost for 80.00 m28318.03Rate per One Metre:Rs 353.98Rate as per DSR-12:Rs 353.95Item Code: 2.13.1.3Excavating trenches Ordinary rocks : Pipes 300 to 600 mm.Details of Cost for : 30.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 30 m. length of a pipe of an average dia. say 450mm.Slope assumed 1 in 200.Excavation-Minimum depth of trench 0.75+0.15+0.15= 1.35m.Average depth = (1.35+ 1.50)/2 = 1.425 m.Width of trench = 0.90 m.30x0.90x1.425 =30.475 cum.5% for collors = 1.924 cum40.399 cum02.009.01E/W excavation in foundation trenches .. .. Ordinary rok40.399212.008564.59ARefilling, ramming and watering02.025Filling available excavated earth (excluding rock) .. ..40.39983.803385.44B0114BeldarDay0.94247.00232.18Total:12182.21Add water charges @ 1% except on [A]+[B] i.e on232.182.3212184.53Add C.P & OH @15% except on [A]+[B] i.e on234.5035.18Cost for 30.00 m12219.71Rate per One Metre:Rs 407.32Rate as per DSR-12:Rs 407.30Item Code: 2.13.2.1Excavating trenches Hard rock (requi blasting) : Pipes, upto 80 mm dia.Details of Cost for : 180.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 180 m length of a pipe of a average dia. say 40mm.Slope assumed 1 in 200Excavation-Quantity same as in item No.2.10.1.102.009.02E/W excavation in foundation trenches .. .. Hard rock (requiring blasting)85.05378.8232218.64ARefilling, ramming and watering02.025Filling available excavated earth (excluding rock) .. ..85.0583.807127.19BExtra labour for ramming of rock0114BeldarDay2.50247.00617.50Total:39963.33Add water charges @ 1% except on [A]+[B] i.e on617.506.1839969.51Add C.P & OH @15% except on [A]+[B] i.e on623.6893.55Cost for 180.00 m40063.06Rate per One Metre:Rs 222.57Rate as per DSR-12:Rs 222.55Item Code: 2.13.2.2Excavating trenches Hard rock (requi blasting) : Pipes 80 mm to 300 mm dia.Details of Cost for : 80.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 80 m length of a pipe of an average dia. say 200mm.Slope assumed 1 in 200Excavation-Quantity same as in item No.2.13.1.202.009.02E/W excavation in foundation trenches .. .. Hard rock (requiring blasting)93.60378.8235457.55ARefilling, ramming and watering02.025Filling available excavated earth (excluding rock) .. ..93.6083.807843.68BExtra labour for ramming of rock0114BeldarDay2.75247.00679.25Total:43980.48Add water charges @ 1% except on [A]+[B] i.e on679.256.7943987.27Add C.P & OH @15% except on [A]+[B] i.e on686.04102.91Cost for 80.00 m44090.18Rate per One Metre:Rs 551.13Rate as per DSR-12:Rs 549.80Item Code: 2.13.2.3Excavating trenches Hard rock (requi blasting) : Pipes 300 to 600 mm.Details of Cost for : 30.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 30 m length of a pipe of an average dia. Say 450mm.Slope assumed 1 in 200Excavation-Quantity same as in item No.2.13.1.302.009.02E/W excavation in foundation trenches .. .. Hard rock (requiring blasting)40.399378.8215303.95ARefilling, ramming and watering02.025Filling available excavated earth (excluding rock) .. ..40.39983.803385.44BExtra labour for ramming of rock0114BeldarDay1.17247.00288.99Total:18978.38Add water charges @ 1% except on [A]+[B] i.e on288.992.8918981.27Add C.P & OH @15% except on [A]+[B] i.e on291.8843.78Cost for 30.00 m19025.05Rate per One Metre:Rs 634.17Rate as per DSR-12:Rs 634.15Item Code: 2.13.3.1Excavating trenches Hard rock (blasting prohi) : Pipes upto 80 mm dia.Details of Cost for : 180.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 180 m length of a pipe of a average dia. say 40mm.Slope assumed 1 in 200Excavation-Quantity same as in item No.2.10.1.102.009.03E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited)85.05491.9741842.05ARefilling, ramming and watering02.025Filling available excavated earth (excluding rock) .. ..85.0583.807127.19BExtra labour for ramming of rock0114BeldarDay2.50247.00617.50Total:49586.74Add water charges @ 1% except on [A]+[B] i.e on617.506.1849592.92Add C.P & OH @15% except on [A]+[B] i.e on623.6893.55Cost for 180.00 m49686.47Rate per One Metre:Rs 276.04Rate as per DSR-12:Rs 276.05Item Code: 2.13.3.2Excavating trenches Hard rock (blasting prohi) : Pipes 80 mm to 300 mm dia.Details of Cost for : 80.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 80 m length of a pipe of an average dia. say 200mm.Slope assumed 1 in 200Excavation-Quantity same as in item No.2.13.1.202.009.03E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited)93.60491.9746048.39ARefilling, ramming and watering02.025Filling available excavated earth (excluding rock) .. ..93.6083.807843.68BExtra labour for ramming of rock0114BeldarDay2.75247.00679.25Total:54571.32Add water charges @ 1% except on [A]+[B] i.e on679.256.7954578.11Add C.P & OH @15% except on [A]+[B] i.e on686.04102.91Cost for 80.00 m54681.02Rate per One Metre:Rs 683.51Rate as per DSR-12:Rs 683.50Item Code: 2.13.3.3Excavating trenches Hard rock (blasting prohi) : Pipes 300 to 600 mm.Details of Cost for : 30.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 30 m length of a pipe of an average dia. say 450mm.Slope assumed 1 in 200Excavation-Quantity same as in item No. 2.13.1.302.009.03E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited)40.399491.9719875.10ARefilling, ramming and watering02.025Filling available excavated earth (excluding rock) .. ..40.39983.803385.44BExtra labour for ramming of rock0114BeldarDay1.17247.00288.99Total:23549.53Add water charges @ 1% except on [A]+[B] i.e on288.992.8923552.42Add C.P & OH @15% except on [A]+[B] i.e on291.8843.78Cost for 30.00 m23596.20Rate per One Metre:Rs 786.54Rate as per DSR-12:Rs 786.50Item Code: 2.16.1Close timbering in trenches :- Depth not exceeding 1.5 mtr.Details of Cost for : 90.00 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for a trench 30m long and 1.5m deep area 2x30x1.5=90 sqm-MATER1ALSThe Material can be used four times on the same work and after use of material credit is given @ 75% of cost1198Poling boards of 2nd class Kail wood planks:cum0.2137525000.005343.7590x0.038 = 3.42 cum = 3420 dmQty taken for cost of using once after deducting for credit = 3420xx = 213.75 dm1197Wallings l00mmx 100mm of 2nd class kailcum0.07525000.001875.00wood in scantling: 4x30x0.10x0.10 = 1.20cum= 1200 dmQty taken for cost of using once after deducting for credit = 1200xx = 75 dm0302Safeda Balli struts (12.5mm dia and 1.5m long): 2x17x1.50 = 51mmetre3.187537.00117.94Qty taken for cost of using once after deducting for credit = 51 xx = 3.1875 mCARRIAGEPoling boards = 3.42 cumWalling =1.20 cum.Balli struts: 3.14/4x(0.125) x51 = 0.63 cum2204Total of carriage = 5.25x = 1.3125 cum.cum1.3125100.11131.390112Carpenter llnd classDay0.50273.00136.500114BeldarDay1.00247.00247.009999SundriesL.S.26.911.4940.10Total:7891.68Add water charges @ 1% on7891.6878.927970.60Add C.P & OH @15% on7970.601195.59Cost for 90.00 Sqm9166.19Rate per One Sqm:Rs 101.85Rate as per DSR-12:Rs 101.85Item Code: 2.16.2Close timbering in trenches :- Depth from 1.5 to 3 mtr.Details of Cost for : 90.00 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for a trench 30m long and 1.5m deep area 2x30x 1.50=90.00 sqm-MATERIALSThe Material can be used four times on the same work and after use of material credit is given @ 75% of cost1198Poling boards of 2nd class Kail wood planks:cum0.2137525000.005343.7590x0.038 = 3.42 cum = 3420 dmQty taken for cost of using once afterdeducting for credit = 3420xx = 213.75 cudm1197Walings 100 mmx 100mm of 2nd class kailcum0.07525000.001875.00wood in scantling: 4x30x0.10x0.10 = 1.20cum= 1200 cudmQty taken for cost of using once after deducting for credit = 1200xx = 75 dm0302Safeda Balli struts (12.5mm dia and 1.50mmetre3.187537.00117.94long): 2x17x1.50 = 51mQty taken for cost of using once afterdeducting for credit = 51 CARRIAGEPoling boards = 3.42 cumWalling =1.20 cum.Balli struts: 3.14/4x(0.125)^3 x51 =0.63 cum2204Total of carriage = 5.25x/4 = 1.3125 cum.cum1.3125100.11131.390112Carpenter Ilnd classDay0.75273.00204.750114BeldarDay2.00247.00494.009999SundriesL.S.40.431.4960.24Total:8227.07Add water charges @ 1% on8227.0782.278309.34Add C.P & OH @15% on8309.341246.40Cost for 90.00 Sqm9555.74Rate per One Sqm:Rs 106.17Rate as per DSR-12:Rs 106.20Item Code: 2.16.3Close timbering in trenches :- Depth from 3 to 4.5 mtr.Details of Cost for : 90.00 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for a trench 30m long and 1.50m deep area 2x30x 1.5=90 sqm-MATERIALSThe Material can be used four times on the same work and after use of material credit is given @ 75% of cost1198Poling boards of 2nd class Kail wood planks :cum0.2137525000.005343.7590x0.038 = 3.42 cum = 340 cudmQty taken for cost of using once after deducting for credit = 3420xx = 213.75 cudm1197Wallings 100mmx 100mm of 2nd class kailcum0.07525000.001875.00wood in scantling: 4x30x0.10x0.10 = I.20cum= 1200 cudmQty taken for cost of using once afterdeducting for credit = 1200xx = 75 cudm0302Safeda Balli struts (12.5mm dia and 1.5m long): 2x17x1.5 = 51mmetre3.187537.00117.94Qty taken for cost of using once afterdeducting for credit = 51xx = 3.1875 mCARRIAGEPoling boards = 3.42 cumWalling - = 1.20 cum.Balli struts: 3.14/4x(0.125)^3 x51 =0.63 cum2204Total of carriage = 5.25x = 1.3125 cum.cum1.3125100.11131.39LABOUR0112CarpenferTmd classDay1.50273.00409.500114BeldarDay4.00247.00988.009999SundriesL.S.80.731.49120.29Total:8985.87Add water charges @ 1% on8985.8789.869075.73Add C.P & OH @15% on9075.731361.36Cost for 90.00 Sqm10437.09Rate per One Sqm:Rs 115.97Rate as per DSR-12:Rs 115.95Item Code: 2.17.1Close timbering in case of shafts,wells,cesspits,manholes Depth not exceeding 1.5 mtr.Details of Cost for : 6.60 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for a manhole 1.2m x 1.0m x1.5m- Surface area: 2x(1.2+1.0)x1.5 = 6.6sqmMATERIALSThe Material can be used four times on the same work and after use of material credit is given @ 75% of cost1198Poling boards of 2nd class Kail wood planks:cum0.0156825000.00392.006.60x0.038 = 0.251 cum = 251 cudmQty taken for cost of using once afterdeducting for credit = 251 x x = 15.6875 cudm1197Walling of 2nd class kail wood scantlingcum0.0051225000.00128.002x2x1.124x0.10x0.10 =0.045 cum2x2x0.924x0.10x0.10 = 0.037 cum.Total Kail wood = 0.082 cum. = 82dmQty taken for cost of using once afterdeducting for credit = 82xx = 5.125 cudm0302Safeda Balli struts (125mm dia and 1.50m long)metre0.411837.0015.242x2x0.924 = 3.6962x2x0.724 = 2.896Total of balli = 6.592mQty taken for cost of using once afterdeducting for credit = 6.592xx = 0.1035 m2204CARRIAGEcum0.1035100.1110.36Poling boards = 0.251 cumWalling =0.082 cum.Balli struts 3.14/4x(0.125)^2 x6.59 = 0.081 cum.Total of carriage = 0.414 cum = 0.1035 cum.LABOUR:0112Carpenter Ilnd classDay0.06273.0016.380114BeldarDay0.12247.0029.649999SundriesL.S.2.731.494.07Total:595.69Add water charges @ 1% on595.695.96601.65Add C.P & OH @15% on601.6590.25Cost for 6.60 Sqm691.90Rate per One Sqm:Rs 104.83Rate as per DSR-12:Rs 104.90Item Code: 2.17.2Close timbering in case of shafts,wells,cesspits,manholes Depth exceeding 1.5 m to 3 m.Details of Cost for : 6.60 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for a manhole 1.2m x 1.0m x1.5m- Surface area: 2x(1.20+1.0)x1.50 = 6.6 sqmMATERIALSThe Material can be used four times on the same work and after use of material credit is given @ 75% of cost1198Poling boards of 2nd class Kail wood planks:cum0.0156925000.00392.256.6x0.038 = 0.251 cum = 251 cudmQty taken for cost of using once afterdeducting for credit = 251 x x = 15.6875 cudm1197Walling of 2nd class kail wood scantlingcum0.0051325000.00128.252x2x1.124x0.10x0.10 = 0.045 cum2x2x0.924x0.10x0.10 = 0.037 cum.Total Kail wood = 0.082 cum. = 82 cudmQty taken for cost of using once afterdeducting for credit = 82xx = 5.125 cudm0302Safeda Balli struts (125mm dia and 1.5m long)metre0.411837.0015.242x2x0.924 = 3.6962x2x0.724 = 2.896Total of balli = 6.592mQty taken for cost of using once after-deducting for credit = 6.592xx = 0.1035 m2204CARRIAGEcum0.1035100.1110.36Poling boards = 0.251 cumWalling = 0.082 cum.Balli struts 3.14/4x(0.125)^2 x6.59 = 0.081 cum.Total of carriage = 0.414 cum x = 0.1035 cumLABOUR:0112Carpenter Ilnd classDay0.12273.0032.760114BeldarDay0.25247.0061.759999SundriesL.S.5.461.498.14Total:648.75Add water charges @ 1% on648.756.49655.24Add C.P & OH @15% on655.2498.29Cost for 6.60 Sqm753.53Rate per One Sqm:Rs 114.17Rate as per DSR-12:Rs 114.15Item Code: 2.17.3Close timbering in case of shafts,wells,cesspits,manholes Depth exceeding 3 m to 4.5 m.Details of Cost for : 6.60 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for a manhole 1.2m x 1.0m x 1.5m- Surface area: 2x( 1.2+1.0)x 1.5 = 6.6sqmMATERIALSThe Material can be used four times on the same work and after use of material credit is given @ 75% of cost1198Poling boards of 2nd class Kail wood planks:cum0.0156925000.00392.256.6x0.038 = 0.251 cum = 251 cudmQty taken for cost of using once afterdeducting for credit = 251xx = 15.6875 cudm1197Walling of 2nd class kail wood scantlingcum0.0051225000.00128.002x2x1.124x0.10x0.10 = 0.045 cum2x2x0.924x0.10x0.10 = 0.037 cum.Total Kail wood = 0.082 cum. = 82 cudmQty taken for cost of using once afterdeducting for credit = 82xx = 5.125 cudm0302Safeda Balli struts (12.5mm dia and 1.50m long)metre0.411837.0015.242x2x0.924 = 3.6962x2x0.724 = 2.896Total of balli = 6.592mQty taken for cost of using once after-deducting for credit = 6.592xx = 0.1035 m2204CARRIAGEcum0.1035100.1110.36Poling boards = 0.251 cumWalling = 0.082 cum.Balli struts 3.14/4x(0.125)^2 x6.59 = 0.081 cum.Total of carriage = 0.414 cum x = 0.1035 cumLABOUR:0112Carpenter Ilnd classDay0.19273.0051.870114BeldarDay0.38247.0093.869999SundriesL.S.8.061.4912.01Total:703.59Add water charges @ 1% on703.597.04710.63Add C.P & OH @15% on710.63106.59Cost for 6.60 Sqm817.22Rate per One Sqm:Rs 123.82Rate as per DSR-12:Rs 123.85Item Code: 2.18.1Close timbering over areas :- Depth not exceeding 1.5 mtr.Details of Cost for : 45.00 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for an area 30m long and 1.50m deep-Area -30x1.50m = 45 sqm.MATERIALSThe Material can be used four times on the same work and after use of material credit is given @ 75% of cost1198Poling boards of 2nd class Kail wood plankscum0.1068825000.002672.00250x38mm : 45x0.038 = 1.71 cum = 1.710 cudmQty taken for cost of using once after deducting for credit = 1710xx = 106.875 cudm1197Walling of Ilnd class kail wood in scantlingcum0.0187525000.00468.75100x100mm : 30x0.10x0.10 = 0.30cum = 300 cudmQty taken for cost of using once after deducting for credit = 300xx = 18.75 cudm0302Raking struts Safeda balleis 12mm dia : 17 xmetre1.5937.0058.831.50 =25.5mQty taken for cost of using once after deducting for credit = 25.5xx = 1.59 m2204CARRIAGEcum0.581100.1158.16Poling boards = 1.71 cumWalling = 0.30cum:Rakingstruts3.14/4x(0.125)2 = 0.313cumTotal of carriage = 2.323 cum x = 0.581 cumLABOUR:0112Carpenter Ilnd classDay0.25273.0068.250114BeldarDay0.50247.00123.509999SundriesL.S.31.461.4946.88Total:3496.37Add water charges @ 1% on3496.3734.963531.33Add C.P & OH @15% on3531.33529.70Cost for 45.00 Sqm4061.03Rate per One Sqm:Rs 90.25Rate as per DSR-12:Rs 90.25Item Code: 2.18.2Close timbering over areas :- Depth from 1.5 to 3 mtr.Details of Cost for : 45.00 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for an area 30m long and 1.5m deep-Area -30x 1,5m = 45 sqm.MATERIALSThe Material can be used four times on the same work and after use of material credit is given @ 75% of cost1198Poling boards of 2nd class Kail wood plankscum0.1068825000.002672.00250x38mm : 45x0.038 = 1.71 cum =1710 cudmQty taken for cost of using once after deducting for credit = 1710xx = 106.875 cudm1197Walling of Ilnd class kail wood in scantlingcum0.0187525000.00468.75100x100mm : 30x0.10x0.10 = 0.30cum = 300 cudmQty taken for cost of using once after deducting for credit = 300xx = 18.75 cudm0302Raking struts Safeda balleis 12mm dia : 17 x 1.5 = 25.5mmetre1.5937.0058.83Qty taken for cost of using once after deducting for credit = 25.5xx = 1.59 m2204CARRIAGEcum0.581100.1158.16Poling boards = 1.71 cumWalling = 0.30 cumRaking struts 3.14/4x(0.125)^2 = 0.313 cumTotal of carriage = 2.323 cum x = 0.581 cumLABOUR:0112Carpenter Ilnd classDay0.50273.00136.500114BeldarDay1.00247.00247.009999SundriesL.S.34.061.4950.75Total:3691.99Add water charges @ 1% on3691.9936.923728.91Add C.P & OH @15% on3728.91559.34Cost for 45.00 Sqm4288.25Rate per One Sqm:Rs 95.29Rate as per DSR-12:Rs 95.30Item Code: 2.18.3Close timbering over areas :- Depth from 3 to 4.5 mtr.Details of Cost for : 45.00 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for an area 30m long and 1.5m deep-Area -30x 1.5m = 45 sqm.MATERIALSThe Material can be used four times on the same work and after use of material credit is given @ 75% of cost1198Poling boards of 2nd class Kail wood plankscum0.1068825000.002672.00250x38mm : 45x0.038 = 1.71 cum = 1710 cudmQty taken for cost of using once after deducting for credit = 1710xx = 106.875 cudm1197Walling of Ilnd class kail wood in scantlingcum0.0187525000.00468.75100x100mm : 30x0.10x0.10 = 0.30cum =300 cudmQty taken for cost of using once after0302deducting for credit = 300xx = 18.75 cudmmetre1.5937.0058.83Raking struts Safeda balleis 12mm dia : 17 x 1.50 = 25.5mQty taken for cost of using once after deducting for credit = 25.5xx = 1.59 m2204CARRIAGEcum0.581100.1158.16Poling boards = 1.71 cumWalling =0.30 cum.Raking struts 3.14/4x(0.125)^2 = 0.313 cumTotal of carriage = 2.323 cum x = 0.581 cumLABOUR:0112Carpenter Ilnd classDay0.75273.00204.750114BeldarDay1.50247.00370.509999SundriesL.S.47.581.4970.89Total:3903.88Add water charges @ 1% on3903.8839.043942.92Add C.P & OH @15% on3942.92591.44Cost for 45.00 Sqm4534.36Rate per One Sqm:Rs 100.76Rate as per DSR-12:Rs 100.75Item Code: 2.19Extra for planking, strutting and packing materials for cavities (in close timbering):Details of Cost for : 90.00 SqmCodeDescriptionUnitQuantityRateAmount1198Polling Boards of Second class kail wood in planks90x0.038 = 3.42cumLess @ 1/8 of qtycum2.992525000.0074812.501197Walling 100mmx100mm : 4x30m x0.1mx 0.1m = 1.20 cumLess @ 1/8 of Qty as timber is supposecum1.0525000.0026250.000302Safeda ballies 125 mm diameter and 1.5m long) : 2x17x1.5=51mLess @ 1/8 of Qty as timmetre44.6337.001651.312204CARRIAGEPolling boards = 3.42cumWaling = 1.20 cumBalli struts 3.14x4x(0cum2.675100.11267.79Total:102981.60Add water charges @ 1% on102981.601029.82104011.42Add C.P & OH @15% on104011.4215601.71Cost for 90.00 Sqm119613.13Rate per One Sqm:Rs 1329.03Rate as per DSR-12:Rs 1329.05Item Code: 2.20.1Open timbering in trenches including strutting and shoring complete. - Depth not exceeding 1.5 mDetails of Cost for : 90.00 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:The material can be used for four times on the same work and after use of material credit is given @ 75% of costPoling board of1198Second class kail wood in plankscum0.0712525000.001781.251.50mx0.25mx0.038m2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudmQty taken for cost of using once after deducting credit1140x0.25x0.25=71.25 cudm or 0.07125 cum1197Second class kail wood in scantlingcum0.07525000.001875.00Walling 100mmx100m : 4x30mx0.10mx0.10m =1.20cum or 1200 cudmQty taken for cost of using once after deducting credit=1200 x 0.25 x 0.25 = 75 cudm or 0.075 cum0302Struts of Safeda ballies 125 mm diametermetre3.1837.00117.662x17x1.50m=51mQty taken for cost of using once after deducting credit51x0.25x0.25 = 3.18mCARRIAGE :Poling board : 1.14 cumWalling : 1.20 cumBallies struts - 3.14/4x(0.125)^2 : 0.63 cumTotal of carriage = 2.97 x 1 / 4 = 0.74 cum2204Carraige of Timbercum0.74100.1174.08LABOUR:0112Carpenter 2nd classDay0.25273.0068.250114BeldarDay0.50247.00123.509999SundriesL.S.19.761.4929.44Total:4069.18Add water charges @ 1% on4069.1840.694109.87Add C.P & OH @15% on4109.87616.48Cost for 90.00 Sqm4726.35Rate per One Sqm:Rs 52.52Rate as per DSR-12:Rs 52.50Item Code: 2.20.2Open timbering in trenches including strutting and shoring complete. - Depth exceeding 1.5 m but not exceeding 3 mDetails of Cost for : 90.00 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:The material can be used for four times on the same work and after use of material credit is given @ 75% of costPoling board of1198Second class kail wood in plankscum0.0712525000.001781.251.50mx0.25mx0.038m2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudmQty taken for cost of using once after deducting credit1140x0.25x0.25=71.25 cudm or 0.07125 cum1197Second class kail wood in scantlingcum0.07525000.001875.00Walling 100mmx100m : 4x30mx0.10mx0.10m =1.20cum or 1200 cudmQty taken for cost of using once after deducting credit=1200 x 0.25 x 0.25 = 75 cudm or 0.075 cum0302Struts of Safeda ballies 125 mm diametermetre3.1837.00117.662x17x1.50m=51mQty taken for cost of using once after deducting credit51x0.25x0.25 = 3.18mCARRIAGE :Poling board : 1.14 cumWalling : 1.20 cumBallies struts - 3.14/4x(0.125)^2 : 0.63 cumTotal of carriage = 2.97 x 1 / 4 = 0.74 cum2204Carraige of Timbercum0.74100.1174.08LABOUR:0112Carpenter 2nd classDay0.50273.00136.500114BeldarDay1.00247.00247.009999SundriesL.S.33.151.4949.39Total:4280.88Add water charges @ 1% on4280.8842.814323.69Add C.P & OH @15% on4323.69648.55Cost for 90.00 Sqm4972.24Rate per One Sqm:Rs 55.25Rate as per DSR-12:Rs 55.25Item Code: 2.20.3Open timbering in trenches including strutting and shoring complete. - Depth exceeding 3 m but not exceeding 4.5 mDetails of Cost for : 90.00 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:The material can be used for four times on the same work and after use of material credit is given @ 75% of costPoling board of1198Second class kail wood in plankscum0.0712525000.001781.251.50mx0.25mx0.038m2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudmQty taken for cost of using once after deducting credit1140x0.25x0.25=71.25 cudm or 0.07125 cum1197Second class kail wood in scantlingcum0.07525000.001875.00Walling 100mmx100m : 4x30mx0.10mx0.10m =1.20cum or 1200 cudmQty taken for cost of using once after deducting credit=1200 x 0.25 x 0.25 = 75 cudm or 0.075 cum0302Struts of Safeda ballies 125 mm diametermetre3.1837.00117.662x17x1.50m=51mQty taken for cost of using once after deducting credit51x0.25x0.25 = 3.18mCARRIAGE :Poling board : 1.14 cumWalling : 1.20 cumBallies struts - 3.14/4x(0.125)^2 : 0.63 cumTotal of carriage = 2.97 x 1 / 4 = 0.74 cum2204Carraige of Timbercum0.74100.1174.08LABOUR:0112Carpenter 2nd classDay1.00273.00273.000114BeldarDay1.75247.00432.259999SundriesL.S.46.671.4969.54Total:4622.78Add water charges @ 1% on4622.7846.234669.01Add C.P & OH @15% on4669.01700.35Cost for 90.00 Sqm5369.36Rate per One Sqm:Rs 59.66Rate as per DSR-12:Rs 59.65Item Code: 2.21.1Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete. - Depth not exceeding 1.5 mDetails of Cost for : 6.60 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:The material can be used for four times on the same work and after use of material credit is given @ 75% of costPoling board of1198Second class kail wood in plankscum0.0053825000.00134.50250mm wide and 38mm thick6x0.25x1.50mx0.038m = 0.086 cum or 86 cudmQty taken for cost of using once after deducting credit86x0.25x0.25=5.3755 cudm or 0.0053755 cum1197Second class kail wood in scantlingcum0.00325000.0075.00Walling 100mmx100m :4x1.20mx0.10mx0.10m = 0.048cum or 48 cudmQty taken for cost of using once after deducting credit=48 x 0.25 x 0.25 = 3 cudm or 0.003 cum0302Safeda ballies 125 mm diametermetre0.4037.0014.80(4x1.0=4.0m) +(2x1.2=2.4) = 6.4mQty taken for cost of using once after deducting credit6.4x0.25x0.25 = 0.40mCARRIAGE :Poling board : 0.086 cumWalling : 0.048 cumBallies struts - 3.14/4x(0.125)^2x6.4=0.079 cumTotal of carriage = 0.213 x 1 / 4 = 0.053 cum2204Carraige of Timbercum0.053100.115.31LABOUR:0112Carpenter 2nd classDay0.03273.008.190114BeldarDay0.06247.0014.829999SundriesL.S.1.821.492.71Total:255.33Add water charges @ 1% on255.332.55257.88Add C.P & OH @15% on257.8838.68Cost for 6.60 Sqm296.56Rate per One Sqm:Rs 44.93Rate as per DSR-12:Rs 44.90Item Code: 2.21.2Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete. - Depth exceeding 1.5 m but not exceeding 3 mDetails of Cost for : 6.60 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:The material can be used for four times on the same work and after use of material credit is given @ 75% of costPoling board of1198Second class kail wood in plankscum0.0053825000.00134.50250mm wide and 38mm thick6x0.25x1.50mx0.038m = 0.086 cum or 86 cudmQty taken for cost of using once after deducting credit86x0.25x0.25=5.3755 cudm or 0.0053755 cum1197Second class kail wood in scantlingcum0.00325000.0075.00Walling 100mmx100m :4x1.20mx0.10mx0.10m = 0.048cum or 48 cudmQty taken for cost of using once after deducting credit=48 x 0.25 x 0.25 = 3 cudm or 0.003 cum0302Safeda ballies 125 mm diametermetre0.4037.0014.80(4x1.0=4.0m) +(2x1.2=2.4) = 6.4mQty taken for cost of using once after deducting credit6.4x0.25x0.25 = 0.40mCARRIAGE :Poling board : 0.086 cumWalling : 0.048 cumBallies struts - 3.14/4x(0.125)^2x6.4=0.079 cumTotal of carriage = 0.213 x 1 / 4 = 0.053 cum2204Carraige of Timbercum0.053100.115.31LABOUR:0112Carpenter 2nd classDay0.06273.0016.380114BeldarDay0.12247.0029.649999SundriesL.S.2.731.494.07Total:279.70Add water charges @ 1% on279.702.80282.50Add C.P & OH @15% on282.5042.38Cost for 6.60 Sqm324.88Rate per One Sqm:Rs 49.22Rate as per DSR-12:Rs 49.20Item Code: 2.21.3Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete. - Depth exceeding 3 m but not exceeding 4.5 mDetails of Cost for : 6.60 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:The material can be used for four times on the same work and after use of material credit is given @ 75% of costPoling board of1198Second class kail wood in plankscum0.0053825000.00134.50250mm wide and 38mm thick6x0.25x1.50mx0.038m = 0.086 cum or 86 cudmQty taken for cost of using once after deducting credit86x0.25x0.25=5.3755 cudm or 0.0053755 cum1197Second class kail wood in scantlingcum0.00325000.0075.00Walling 100mmx100m :4x1.20mx0.10mx0.10m = 0.048cum or 48 cudmQty taken for cost of using once after deducting credit=48 x 0.25 x 0.25 = 3 cudm or 0.003 cum0302Safeda ballies 125 mm diametermetre0.4037.0014.80(4x1.0=4.0m) +(2x1.2=2.4) = 6.4mQty taken for cost of using once after deducting credit6.4x0.25x0.25 = 0.40mCARRIAGE :Poling board : 0.086 cumWalling : 0.048 cumBallies struts - 3.14/4x(0.125)^2x6.4=0.079 cumTotal of carriage = 0.213 x 1 / 4 = 0.053 cum2204Carraige of Timbercum0.053100.115.31LABOUR:0112Carpenter 2nd classDay0.10273.0027.300114BeldarDay0.20247.0049.409999SundriesL.S.3.641.495.42Total:311.73Add water charges @ 1% on311.733.12314.85Add C.P & OH @15% on314.8547.23Cost for 6.60 Sqm362.08Rate per One Sqm:Rs 54.86Rate as per DSR-12:Rs 54.85Item Code: 2.22.1Open timbering over areas including strutting, shoring etc. complete.. - Depth not exceeding 1.5 mDetails of Cost for : 45.00 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:The material can be used for four times on the same work and after use of material credit is given @ 75% of costPoling board of1198Second class kail wood in plankscum0.0356325000.00890.75250mm wide and 38mm thick40x1.50x0.25xx0.038 = 0.57 cum or 570 cudmQty taken for cost of using once after deducting credit570x0.25x0.25=35.625 cudm or 0.035265 cum0302Safeda ballies 125 mm diametermetre3.7537.00138.7540x1.50 = 60mQty taken for cost of using once after deducting credit60x0.25x0.25 = 3.75mCARRIAGE :Poling board : 0.57 cumBallies struts - 40x 3.14/4x(0.125)^2=0.40 cumTotal of carriage = 1.31 x 1 / 4 = 0.3275 cum2204Carraige of Timbercum0.3275100.1132.79LABOUR:0112Carpenter 2nd classDay0.12273.0032.760114BeldarDay0.25247.0061.759999SundriesL.S.19.761.4929.44Total:1186.24Add water charges @ 1% on1186.2411.861198.10Add C.P & OH @15% on1198.10179.72Cost for 45.00 Sqm1377.82Rate per One Sqm:Rs 30.62Rate as per DSR-12:Rs 30.60Item Code: 2.22.2Open timbering over areas including strutting, shoring etc. complete.. - Depth exceeding 1.5 m but not exceeding 3 mDetails of Cost for : 45.00 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:The material can be used for four times on the same work and after use of material credit is given @ 75% of costPoling board of1198Second class kail wood in plankscum0.0356325000.00890.75250mm wide and 38mm thick40x1.50x0.25xx0.038 = 0.57 cum or 570 cudmQty taken for cost of using once after deducting credit570x0.25x0.25=35.625 cudm or 0.035265 cum0302Safeda ballies 125 mm diametermetre3.7537.00138.7540x1.50 = 60mQty taken for cost of using once after deducting credit60x0.25x0.25 = 3.75mCARRIAGE :Poling board : 0.57 cumBallies struts - 40x 3.14/4x(0.125)^2=0.40 cumTotal of carriage = 1.31 x 1 / 4 = 0.3275 cum2204Carraige of Timbercum0.3275100.1132.79LABOUR:0112Carpenter 2nd classDay0.25273.0068.250114BeldarDay0.50247.00123.509999SundriesL.S.33.151.4949.39Total:1303.43Add water charges @ 1% on1303.4313.031316.46Add C.P & OH @15% on1316.46197.47Cost for 45.00 Sqm1513.93Rate per One Sqm:Rs 33.64Rate as per DSR-12:Rs 33.65Item Code: 2.22.3Open timbering over areas including strutting, shoring etc. complete.. -Depth exceeding 3 m but not exceeding 4.5 mDetails of Cost for : 45.00 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:The material can be used for four times on the same work and after use of material credit is given @ 75% of costPoling board of1198Second class kail wood in plankscum0.0356325000.00890.75250mm wide and 38mm thick40x1.50x0.25xx0.038 = 0.57 cum or 570 cudmQty taken for cost of using once after deducting credit570x0.25x0.25=35.625 cudm or 0.035265 cum0302Safeda ballies 125 mm diametermetre3.7537.00138.7540x1.50 = 60mQty taken for cost of using once after deducting credit60x0.25x0.25 = 3.75mCARRIAGE :Poling board : 0.57 cumBallies struts - 40x 3.14/4x(0.125)^2=0.40 cumTotal of carriage = 1.31 x 1 / 4 = 0.3275 cum2204Carraige of Timbercum0.3275100.1132.79LABOUR:0112Carpenter 2nd classDay0.50273.00136.500114BeldarDay0.88247.00217.369999SundriesL.S.47.581.4970.89Total:1487.04Add water charges @ 1% on1487.0414.871501.91Add C.P & OH @15% on1501.91225.29Cost for 45.00 Sqm1727.20Rate per One Sqm:Rs 38.38Rate as per DSR-12:Rs 38.40Item Code: 2.23Extra for planking and strutting in open timbering if required to be left permanently in position.Details of Cost for : 90.00 SqmCodeDescriptionUnitQuantityRateAmountMATERIALS:Poling board of1198Second class kail wood in plankscum0.997525000.0024937.501.50mx0.25mx0.038m2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudmLess @ 1/8 of Qty as timber is supposed to be used once before1140 - 142.50 = 997.50 cudm or 0.9975 cumWalling 100mmx100mm :1197Second class kail wood in scantlingcum1.0525000.0026250.004x30mx0.10mx0.10m =1.20cum or 1200 cudmLess @ 1/8 of Qty as timber is supposed to be used once before=1200 - 150 = 1050 cudm or 1.05 cum0302Struts of Safeda ballies 125 mm diametermetre44.6337.001651.312x17x1.50m=51mLess @ 1/8 of Qty as timber is supposed to be used once before=51 - 6.37 = 44.63mCARRIAGE :Poling board : 1.14 cumWalling : 1.20 cumBallies struts - 3.14/4x(0.125)^2 : 0.63 cumTotal of carriage = 2.97Taking half = 2.97 / 2 = 1.485 cum2204Carraige of Timbercum1.485100.11148.66LABOUR:Total:52987.47Add water charges @ 1% on52987.47529.8753517.34Add C.P & OH @15% on53517.348027.60Cost for 90.00 Sqm61544.94Rate per One Sqm:Rs 683.83Rate as per DSR-12:Rs 683.85Item Code: 2.25Filling available excavated earth (excluding rock) .. ..Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountLABOUR:0128MateDay0.20260.0052.000115CoolieDay2.50247.00617.500101BhisthiDay0.20260.0052.00Total:721.50Add water charges @ 1% on721.507.22728.72Add C.P & OH @15% on728.72109.31Cost for 10.00 Cum838.03Rate per One Cum:Rs 83.80Rate as per DSR-12:Rs 83.80Item Code: 2.26.1Extra for every additional lift of 1.5 m or part thereof in: All kinds of soil.Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountLABOUR:0128MateDay0.10260.0026.000114BeldarDay1.10247.00271.70Total:297.70Add water charges @ 1% on297.702.98300.68Add C.P & OH @15% on300.6845.10Cost for 10.00 Cum345.78Rate per One Cum:Rs 34.58Rate as per DSR-12:Rs 34.60Item Code: 2.26.2Extra for every additional lift of 1.5 m or part thereof in: Ordinary / hard rockDetails of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountLABOUR:0128MateDay0.20260.0052.000114BeldarDay1.95247.00481.65Total:533.65Add water charges @ 1% on533.655.34538.99Add C.P & OH @15% on538.9980.85Cost for 10.00 Cum619.84Rate per One Cum:Rs 61.98Rate as per DSR-12:Rs 62.00Item Code: 2.27S/F in plinth with river sand under floors .. ..Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS:6501Jamuna sandcum10.00500.005000.002335Carriage of Jamuna sandcum10.0087.60876.00LABOUR:0114BeldarDay0.89247.00219.830115CoolieDay1.07247.00264.290101BhishtiDay0.35260.0091.00Total:6451.12Add water charges @ 1% on6451.1264.516515.63Add C.P & OH @15% on6515.63977.34Cost for 10.00 Cum7492.97Rate per One Cum:Rs 749.30Rate as per DSR-12:Rs 749.30Item Code: 2.28.1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift upto 1.5m All kinds of soil.Details of Cost for : 100.00 SqmCodeDescriptionUnitQuantityRateAmountLABOUR:0114BeldarDay1.97247.00486.590115CoolieDay1.29247.00318.63Total:805.22Add water charges @ 1% on805.228.05813.27Add C.P & OH @15% on813.27121.99Cost for 100.00 Sqm935.26Rate per 100 Sqm:Rs 935.26Rate as per DSR-12:Rs 935.25Item Code: 2.29.1Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. - All kinds of soilDetails of Cost for : 100.00 SqmCodeDescriptionUnitQuantityRateAmountLABOUR:0114BeldarDay2.75247.00679.250101BhistiDay0.50260.00130.00Total:809.25Add water charges @ 1% on809.258.09817.34Add C.P & OH @15% on817.34122.60Cost for 100.00 Sqm939.94Rate per 100 Sqm:Rs 939.94Rate as per DSR-12:Rs 939.95Item Code: 2.30.1Excavating holes more than 0.10 cum & upto 0.5 cum then returning the soil as required in layers -All kinds of soil.Details of Cost for : 10.00 NosCodeDescriptionUnitQuantityRateAmountDetails of cost for 10 holesEarth work 10 x 0.30 (Avge) = 3.00cumRate as per Item 2.8.102.008.01E/W excavation in foundation trenches .. .. All kinds of soil.Cum3.00130.78392.34A9999Extra labour for rammingL.S.13.521.4920.14Total:412.48Add water charges @ 1% except on [A] i.e on20.140.20412.68Add C.P & OH @15% except on [A] i.e on20.343.05Cost for 10.00 Nos415.73Rate per Each:Rs 41.57Rate as per DSR-12:Rs 41.60Item Code: 2.30.2Excavating holes more than 0.10 cum & upto 0.5 cum then returning the soil as required in layers Ordinary RockDetails of Cost for : 10.00 NosCodeDescriptionUnitQuantityRateAmountDetails of cost for 10 holesEarth work 10 x 0.30 (Avge) = 3.00cumRate as per Item 2.8.102.009.01E/W excavation in foundation trenches .. .. Ordinary rokCum3.00212.00636.00A9999Extra labour for rammingL.S.13.521.4920.14Total:656.14Add water charges @ 1% except on [A] i.e on20.140.20656.34Add C.P & OH @15% except on [A] i.e on20.343.05Cost for 10.00 Nos659.39Rate per Each:Rs 65.94Rate as per DSR-12:Rs 65.85Item Code: 2.30.3Excavating holes more than 0.10 cum & upto 0.5 cum then returning the soil as required in layers - Hard rock (Requiring blasting)Details of Cost for : 10.00 NosCodeDescriptionUnitQuantityRateAmountDetails of cost for 10 holesEarth work 10 x 0.30 (Avge) = 3.00cumRate as per Item 2.8.102.009.02E/W excavation in foundation trenches .. .. Hard rock (requiring blasting)Cum3.00378.821136.46A9999Extra labour for rammingL.S.13.521.4920.14Total:1156.60Add water charges @ 1% except on [A] i.e on20.140.201156.80Add C.P & OH @15% except on [A] i.e on20.343.05Cost for 10.00 Nos1159.85Rate per Each:Rs 115.99Rate as per DSR-12:Rs 116.00Item Code: 2.30.4Excavating holes more than 0.10 cum & upto 0.5 cum then returning the soil as required in layers - Hard rock blasting prohibitedDetails of Cost for : 10.00 NosCodeDescriptionUnitQuantityRateAmountDetails of cost for 10 holesEarth work 10 x 0.30 (Avge) = 3.00cumRate as per Item 2.8.102.009.03E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited)Cum3.00491.971475.91A9999Extra labour for rammingL.S.13.521.4920.14Total:1496.05Add water charges @ 1% except on [A] i.e on20.140.201496.25Add C.P & OH @15% except on [A] i.e on20.343.05Cost for 10.00 Nos1499.30Rate per Each:Rs 149.93Rate as per DSR-12:Rs 149.90Item Code: 2.31Clearing jungle including uprooting of rank vegetation...girth upto 30cm measured ..removal of rubbish..Details of Cost for : 100.00 SqmCodeDescriptionUnitQuantityRateAmount0114BeldarDay1.08247.00266.760115CoolieDay0.60247.00148.20Total:414.96Add water charges @ 1% on414.964.15419.11Add C.P & OH @15% on419.1162.87Cost for 100.00 Sqm481.98Rate per 100 Sqm:Rs 481.98Rate as per DSR-12:Rs 482.00Item Code: 2.32Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.Details of Cost for : 100.00 SqmCodeDescriptionUnitQuantityRateAmountLABOUR:0114BeldarDay0.60247.00148.200115CoolieDay0.25247.0061.759999SundriesL.S.1.821.492.71Total:212.66Add water charges @ 1% on212.662.13214.79Add C.P & OH @15% on214.7932.22Cost for 100.00 Sqm247.01Rate per 100 Sqm:Rs 247.01Rate as per DSR-12:Rs 247.00Item Code: 2.33.1Felling of trees of the girth (measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material Beyond 30 cm girth up to and including .Details of Cost for : 1.00 No.CodeDescriptionUnitQuantityRateAmountDetails of cost of tree of 15cm.in. dia. Ht. = av. 3mquantity of wood-3.14/4x0.15x0.15x3 = 0.053 cum.Add 20% for branches = 0.011 cum.Total = 0.064 cum.Labour for cutting in trees removingthe roots from the soil and then fillingin Pit and depresions.0114BeldarDay0.33247.0081.510115CoolieDay0.17247.0041.999999SundriesL.S.2.731.494.07Total:127.57Add water charges @ 1% on127.571.28128.85Add C.P & OH @15% on128.8519.33Cost for 1.00 No.148.18Rate per Each:Rs 148.18Rate as per DSR-12:Rs 148.20Item Code: 2.33.2Felling of trees of the girth (measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material Beyond 60 cm girth upto and including ..Details of Cost for : 1.00 No.CodeDescriptionUnitQuantityRateAmountDetails of cost of a tree- of av. girth = 90cm of av. dia. = 0.3m and length = 5m(22x0.3x0.3x5)/7x4 = 0.35 cum20% branches = 0.07 cumTotal = 0.42 cumLabour for cutting the trees and removing in roots from the soil filling in pit and the depresions0114BeldarDay1.50247.00370.500115CoolieDay0.75247.00185.259999SundriesL.S.5.461.498.14Total:563.89Add water charges @ 1% on563.895.64569.53Add C.P & OH @15% on569.5385.43Cost for 1.00 No.654.96Rate per Each:Rs 654.96Rate as per DSR-12:Rs 654.95Item Code: 2.33.3Felling of trees of the girth (measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material Beyond 120 cm girth upto and including 2Details of Cost for : 1.00 No.CodeDescriptionUnitQuantityRateAmountDetails of cost for a tree- avg. girth = 180cm and avg. length = 7m(22x0.6x0.6x7)/7x4 = 1.98 cum.+ 20% branches = 0.40 cum.Total = 2.38 cum.Labour for cutting the trees and removing in roots from the soil filling in pit and the depresions0114BeldarDay7.00247.001729.000115CoolieDay3.50247.00864.509999SundriesL.S.8.061.4912.01Total:2605.51Add water charges @ 1% on2605.5126.062631.57Add C.P & OH @15% on2631.57394.74Cost for 1.00 No.3026.31Rate per Each:Rs 3026.31Rate as per DSR-12:Rs 3026.30Item Code: 2.33.4Felling trees of the girth - Above 240 cm girthDetails of Cost for : 1.00 No.CodeDescriptionUnitQuantityRateAmountDetails of cost for a tree of average girth 300cm, average dia 1.00m and length 10mLABOUR :Quantity of wood -(22 x 1 x 1 x 10)/7 x 4 = 7.86 cum20% branches = 1.57 cumTotal = 9.43 cumLabour for cutting for cutting the tree and removing in roots from the soil filling in pit and the depressions0114BeldarDay14.00247.003458.000115CoolieDay7.00247.001729.009999SundriesL.S.26.911.4940.10Total:5227.10Add water charges @ 1% on5227.1052.275279.37Add C.P & OH @15% on5279.37791.91Cost for 1.00 No.6071.28Rate per Each:Rs 6071.28Rate as per DSR-12:Rs 6071.30Item Code: 2.34.1Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%Details of Cost for : 100.00 LtrCodeDescriptionUnitQuantityRateAmount7022Chlorpyriphos 20% E.C. / Lindane 20% E.C.litre100.00160.0016000.002342Carraige of Solvent (Chlorpyriphos)quint1.008.768.76Total:16008.76Add water charges @ 1% on16008.76160.0916168.85Add C.P & OH @15% on16168.852425.33Cost for 100.00 Ltr18594.18Rate per One Litre:Rs 185.94Rate as per DSR-12:Rs 185.95Item Code: 2.35.1.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment - Along external wall - With Chlorpyriphos/ Lindane E.C. 20% with 1% concentrationDetails of Cost for : 10.00 mCodeDescriptionUnitQuantityRateAmountChlorpyriphos 1% EC=10.0x0.30x7.5 =22.50 litresChlorpyriphos 20% EC required = 22.50 / 20 = 1.125 ltres (To be supplied at free of cost)0114BeldarDay0.33247.0081.51(For excavating channel ) rodding in chemical spraying the emulsion and refilling the same9999Sundries and rent for sprayer etc.,L.S.13.521.4920.14Total:101.65Add water charges @ 1% on101.651.02102.67Add C.P & OH @15% on102.6715.40Cost for 10.00 m118.07Rate per One Metre:Rs 11.81Rate as per DSR-12:Rs 11.80Item Code: 2.35.2.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment - Along the external wall below concrete or masonry - With Chlorpyriphos/ Lindane E.C. 20% with 1% concentrationDetails of Cost for : 10.00 mCodeDescriptionUnitQuantityRateAmountChlorpyriphos 1% EC=10.0x2.25 =22.50 litresChlorpyriphos 20% EC required = 22.50 / 20 = 1.125 ltres (To be supplied at free of cost)0114BeldarDay0.40247.0098.80(for drilling holes and injecting chemical)9999Sundries and rent for sprayer, cost of mortart and making good the holes etc.,L.S.35.881.4953.46Total:152.26Add water charges @ 1% on152.261.52153.78Add C.P & OH @15% on153.7823.07Cost for 10.00 m176.85Rate per One Metre:Rs 17.69Rate as per DSR-12:Rs 17.70Item Code: 2.35.3.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment - Treatment of soil under existing floors - With Chlorpyriphos/ Lindane E.C. 20% with 1% concentrationDetails of Cost for : 9.00 SqmCodeDescriptionUnitQuantityRateAmountDetails of cost for 9sqm (3.00m x 3.00 m) , No. of holes - 100 nos.Chlorpyriphos 1% EC=100x1 =100 litresChlorpyriphos 20% EC required = 100 / 20 = 5 ltres (To be supplied at free of cost)LABOUR:0114BeldarDay2.00247.00494.00(For MAKING HOLES and spraying)0124Mason (brick layer) 2nd classDay0.50273.00136.509999Sundries and rent for sprayer and cost of mortar etc.,L.S.35.881.4953.46Total:683.96Add water charges @ 1% on683.966.84690.80Add C.P & OH @15% on690.80103.62Cost for 9.00 Sqm794.42Rate per One Sqm:Rs 88.27Rate as per DSR-12:Rs 88.25Item Code: 2.35.4.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment - Treatment of existing masonry - With Chlorpyriphos/ Lindane E.C. 20% with 1% concentrationDetails of Cost for : 10.00 mCodeDescriptionUnitQuantityRateAmountNo. of holes 10/0.3 +1 = 34.33 say 34 holesChlorpyriphos 1% EC=34x1 = 34 litresChlorpyriphos 20% EC required = 34 / 20 = 1.70 ltres (To be supplied at free of cost)LABOUR:0114BeldarDay0.30247.0074.10(For MAKING HOLES at 45 degrees and spraying the emulsion)0124Mason (brick layer) 2nd classDay0.05273.0013.659999Sundries and rent of pump etc.,L.S.17.941.4926.73Total:114.48Add water charges @ 1% on114.481.14115.62Add C.P & OH @15% on115.6217.34Cost for 10.00 m132.96Rate per One Metre:Rs 13.30Rate as per DSR-12:Rs 13.30Item Code: 2.35.5Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment - Treatment at points of contact of wood work by chemical_x000D_emulsion Chlorpyriphos/ Lindane (in oil or kerosene based_x000D_solution)Details of Cost for : 10.00 mCodeDescriptionUnitQuantityRateAmountNo. of holes 10/0.15 +1 = 67.67 say 68 holesChlordane 1% EC required=68x0.5 = 34 litresChlorpyriphos 20% EC required = 34 / 20 = 1.70 ltres (To be supplied at free of cost)KEROSENE OIL REQUIRED = 34 - 1.7 = 32.30 LITRES0771Kerosene oillitre32.3030.00969.000112Carpenter 2nd classDay0.20273.0054.60(For making holes and plugging the same)0114BeldarDay0.20247.0049.40(For injecting the chemical)9999Sundries and rent of pump etc.,L.S.17.941.4926.73Total:1099.73Add water charges @ 1% on1099.7311.001110.73Add C.P & OH @15% on1110.73166.61Cost for 10.00 m1277.34Rate per One Metre:Rs 127.73Rate as per DSR-12:Rs 127.75Item Code: 2.36Deduct not levelled and nealty dressed.Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountLABOUR-0128MateDay-0.08260.00-20.800115Beldar/CoolieDay-0.80247.00-197.60Total:-218.40Add water charges @ 1% on-218.40-2.18-220.58Add C.P & OH @15% on-220.58-33.09Cost for 10.00 Cum-253.67Rate per One Cum:-Rs 25.37Rate as per DSR-12:-Rs 25.35Item Code: 2.37Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any leadDetails of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountRef : Based on DAR item No. : 1.1.1 A ii) Labour and carriage1980Fly ashcum1.007.757.752262Carraige of Fly ashcum1.0087.6087.60Total:95.35Add water charges @ 1% on95.350.9596.30Add C.P & OH @15% on96.3014.45Cost for 1.00 Cum110.75Rate per One Cum:Rs 110.75Rate as per DSR-12:Rs 110.75Item Code: 2.38Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm),Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountRef : Based on DAR Item No. 2.25LABOUR :0128MateDay0.20260.0052.000115CoolieDay2.50247.00617.500101BhistiDay0.20260.0052.00Total:721.50Add water charges @ 1% on721.507.22728.72Add C.P & OH @15% on728.72109.31Cost for 10.00 Cum838.03Rate per One Cum:Rs 83.80Rate as per DSR-12:Rs 83.80Item Code: 4.1.1P/L CC excluding centering - All work up to plinth level: _x000D_1:1:2 - Coarse sand, 20mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS:0295Stone aggregate 20mmcum0.641050.00672.000297Stone aggregate 10mmcum0.211050.00220.502202Carriage of 20mm aggregatecum0.8587.6074.460982Coarse sandcum0.4251120.00476.002203Carriage of coarse sandcum0.42587.6037.230367Cementtonne0.615000.003050.00(Qty of cement : 0.425 cum)2209Carriage of cementtonne0.6177.8747.50LABOUR:0155Mason (avge)Day0.10287.0028.700114BeldarDay1.63247.00402.610101BhisthiDay0.70260.00182.000002Hire running charges of concrete mixerDay0.07800.0056.000012Vibrator (Hire charges)Day0.07300.0021.009999SundriesL.S.14.301.4921.31Total:5289.31Add water charges @ 1% on5289.3152.895342.20Add C.P & OH @15% on5342.20801.33Cost for 1.00 Cum6143.53Rate per One Cum:Rs 6143.53Rate as per DSR-12:Rs 6143.55Item Code: 4.1.2P/L CC excluding centering - All work up to plinth level: 1:1:3 - Coarse sand, 20mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0295Stone aggregate 20mmcum0.571050.00598.500297Stone aggregate 10mmcum0.281050.00294.002202Carriage of aggregatecum0.8587.6074.460982Coarse sandcum0.4251120.00476.002203Carriage of coarse sandcum0.42587.6037.230367Cement (0.2833 cum)tonne0.405000.002000.002209Carriage of cementtonne0.4077.8731.15LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.14.301.4921.31Total:4222.96Add water charges @ 1% on4222.9642.234265.19Add C.P & OH @15% on4265.19639.78Cost for 1.00 Cum4904.97Rate per One Cum:Rs 4904.97Rate as per DSR-12:Rs 4904.95Item Code: 4.1.3P/L CC excluding centering - All work up to plinth level: 1:2:4 - Coarse sand, 20mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS:0295Stone aggregate 20mmcum0.671050.00703.500297Stone aggregate 10 mmcum0.221050.00231.002202Carriage of aggregatecum0.8987.6077.960982Coarse sandcum0.4451120.00498.402203Carriage of coarse sandcum0.44587.6038.980367Cement (0.2833 cum)tonne0.325000.001600.002209Carriage of cementtonne0.3277.8724.92LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.14.301.4921.31Total:3886.38Add water charges @ 1% on3886.3838.863925.24Add C.P & OH @15% on3925.24588.79Cost for 1.00 Cum4514.03Rate per One Cum:Rs 4514.03Rate as per DSR-12:Rs 4514.05Item Code: 4.1.4P/L CC excluding centering - All work up to plinth level: 1:2:4 - Coarse sand, 40mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0293Stone aggregate 40mm (one size) (0.56-7.5% for voids) i.e. 0.04 = 0.52 cum)cum0.52950.00494.000295Stone aggregate 20mm (one size)cum0.221050.00231.000297Stone aggregate 10mm (one size)cum0.111050.00115.502206Carriage of aggregate 40mmcum0.5295.2249.512202Carriage of aggregate below 40mm size cumcum0.3387.6028.910982Coarse sandcum0.4451120.00498.402203Carriage of coarse sandcum0.44587.6038.980367Cement (0.2225 cum)tonne0.325000.001600.002209Carriage of cementtonne0.3277.8724.92LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.13.521.4920.14Total:3791.67Add water charges @ 1% on3791.6737.923829.59Add C.P & OH @15% on3829.59574.44Cost for 1.00 Cum4404.03Rate per One Cum:Rs 4404.03Rate as per DSR-12:Rs 4404.05Item Code: 4.1.5P/L CC excluding centering - All work up to plinth level: 1:3:6 - Coarse sand, 20mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0295Stone aggregate 20mmcum0.701050.00735.000297Stone aggregate 10 mmcum0.241050.00252.002202Carriage of aggregatecum0.9487.6082.340982Coarse sandcum0.471120.00526.402203Carriage of coarse sandcum0.4787.6041.170367Cement (0.15674 cum)tonne0.225000.001100.002209Carriage of cementtonne0.2277.8717.13LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.13.521.4920.14Total:3464.49Add water charges @ 1% on3464.4934.643499.13Add C.P & OH @15% on3499.13524.87Cost for 1.00 Cum4024.00Rate per One Cum:Rs 4024.00Rate as per DSR-12:Rs 4024.00Item Code: 4.1.6P/L CC excluding centering - All work up to plinth level: 1:3:6 - Coarse sand, 40mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0293Stone aggregate 40mm (one size) (0.70cum0.65950.00617.50cum-7.5% for voids i.e. 0.05 = 0.65 cum0295Stone aggregate 20mmcum0.241050.00252.002206Carriage of aggregate 40mmcum0.6595.2261.892202Carriage of aggregate 20mmcum0.2487.6021.020982Coarse sandcum0.471120.00526.402203Carriage of coarse sandcum0.4787.6041.170367Cement (0.15674 cum)tonne0.225000.001100.002209Carriage of cementtonne0.2277.8717.13LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.13.521.4920.14Total:3347.56Add water charges @ 1% on3347.5633.483381.04Add C.P & OH @15% on3381.04507.16Cost for 1.00 Cum3888.20Rate per One Cum:Rs 3888.20Rate as per DSR-12:Rs 3888.20Item Code: 4.1.7P/L CC excluding centering - All work up to plinth level: 1:3:6 - Fine sand, 40mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0293Stone aggregate 40mm (one size) (0.70 cum-7.5% for voids i.e. 0.05 = 0.65 cumcum0.65950.00617.500295Stone aggregate 20 mm (one size)cum0.241050.00252.002206Carriage of aggregate 40mmcum0.6595.2261.892202Carriage of aggregate 20mmcum0.2487.6021.020983Fine sandcum0.47640.00300.802261Carriage of fine sandcum0.4787.6041.170367Cement (0.15674 cum)tonne0.225000.001100.002209Carriage of cementtonne0.2277.8717.13LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.13.521.4920.14Total:3121.96Add water charges @ 1% on3121.9631.223153.18Add C.P & OH @15% on3153.18472.98Cost for 1.00 Cum3626.16Rate per One Cum:Rs 3626.16Rate as per DSR-12:Rs 3626.15Item Code: 4.1.8P/L CC excluding centering - All work up to plinth level: 1:4:8 - Coarse sand, 40mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0293Stone aggregate 40mm (one size) (0.70 cum-7.5% for voids i.e. 0.05 = 0.65 cumcum0.65950.00617.500295Stone aggregate 20 mmcum0.241050.00252.002206Carriage of aggregate 40mmcum0.6595.2261.892202Carriage of aggregate 20mmcum0.2487.6021.020982Corase sandcum0.471120.00526.402261Carriage of coarse sandcum0.4787.6041.170367Cement (0.1175 cum)tonne0.175000.00850.002209Carriage of cementtonne0.1777.8713.24LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.13.521.4920.14Total:3093.67Add water charges @ 1% on3093.6730.943124.61Add C.P & OH @15% on3124.61468.69Cost for 1.00 Cum3593.30Rate per One Cum:Rs 3593.30Rate as per DSR-12:Rs 3593.30Item Code: 4.1.9P/L in position CC all work upto plinth 1:4:8, 40 mm stone agg with fine sandDetails of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0293Stone aggregate 40mm (one size) (0.70 cum-7.5% for voids i.e. 0.05 = 0.65 cumcum0.65950.00617.500295Stone aggregate 20 mm (One size)cum0.241050.00252.002206Carriage of aggregate 40mmcum0.6595.2261.892202Carriage of aggregate 20mmcum0.2487.6021.020983Fine sandcum0.47640.00300.802261Carriage of fine sandcum0.4787.6041.170367Cement (0.1175 cum)tonne0.175000.00850.002209Carriage of cementtonne0.1777.8713.24LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.13.521.4920.14Total:2868.07Add water charges @ 1% on2868.0728.682896.75Add C.P & OH @15% on2896.75434.51Cost for 1.00 Cum3331.26Rate per One Cum:Rs 3331.26Rate as per DSR-12:Rs 3331.25Item Code: 4.1.10P/L CC excluding centering - All work up to plinth level: 1:5:10 - Coarse sand, 40mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0293Stone aggregate 40mm (one size) (0.70 cum-7.5% for voids i.e. 0.05 = 0.65 cumcum0.65950.00617.500295Stone aggregate 20 mm (One size)cum0.241050.00252.002206Carriage of aggregate 40mmcum0.6595.2261.892202Carriage of aggregate 20mmcum0.2487.6021.020982Coarse sandcum0.471120.00526.402203Carraige of Coarse sandcum0.4787.6041.170367Cement (0.2225 cum)tonne0.135000.00650.002209Carriage of cementtonne0.1377.8710.12LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.13.521.4920.14Total:2890.55Add water charges @ 1% on2890.5528.912919.46Add C.P & OH @15% on2919.46437.92Cost for 1.00 Cum3357.38Rate per One Cum:Rs 3357.38Rate as per DSR-12:Rs 3357.40Item Code: 4.1.11P/L CC excluding centering - All work up to plinth level: 1:5:10 - Fine sand, 40mmstone aggregate.. ..Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0293Stone aggregate 40mm (one size) (0.70cum0.65950.00617.50cum-7.5% for voids i.e. 0.05 = 0.65 cum0295Stone aggregate 20 mm (One size)cum0.241050.00252.002206Carriage of aggregate 40mmcum0.6595.2261.892202Carriage of aggregate 20mmcum0.2487.6021.020983Fine sandcum0.47640.00300.802261Carriage of fine sandcum0.4787.6041.170367Cement (0.2225 cum)tonne0.135000.00650.002209Carriage of cementtonne0.1377.8710.12LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.8.971.4913.37Total:2658.18Add water charges @ 1% on2658.1826.582684.76Add C.P & OH @15% on2684.76402.71Cost for 1.00 Cum3087.47Rate per One Cum:Rs 3087.47Rate as per DSR-12:Rs 3087.45Item Code: 4.1.12P/L in position CC all work upto plinth 1:2:3.5:9, fly ash, cs, 40 mm stone aggregateDetails of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS:0293Stone aggregate 40mm (one size) (0.70 cum-7.5% for voids i.e. 0.05-0.65 cum)cum0.65950.00617.500295Stone aggregate 20 mm (one size)cum0.241050.00252.002206Carriage of aggregate 40 mmcum0.6595.2261.892202Carriage of agregate 20 mmcum0.2487.6021.020982Coarse sandcum0.371120.00414.402203Carriage of coarse sandcum0.3787.6032.411980Fly ashcum0.217.751.632262Carriage of fly ashcum0.2187.6018.400367Cementtonne0.175000.00850.002209Carriage of cementtonne0.1777.8713.24LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.14.301.4921.31Total:2994.11Add water charges @ 1% on2994.1129.943024.05Add C.P & OH @15% on3024.05453.61Cost for 1.00 Cum3477.66Rate per One Cum:Rs 3477.66Rate as per DSR-12:Rs 3477.65Item Code: 4.1.13P/L in position CC all work upto plinth 1:2.5:4:11, fly ash, cs, 40 mm stone aggregateDetails of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS :0293Stone aggregate 40mm (one size) (0.70 cum-7.5% for voids i.e. 0.05 - 0.65 cum)cum0.65950.00617.500295Stone aggregate 20 mm (one size)cum0.241050.00252.002206Carriage of aggregate 40mmcum0.6595.2261.892202Carriage of aggregate 20mmcum0.2487.6021.020982Coarse sandcum0.341120.00380.802203Carriage of coarse sandcum0.3487.6029.781980Fly ashcum0.217.751.632262Carriage of fly ashcum0.2187.6018.400367Cementtonne0.135000.00650.002209Carriage of cementtonne0.1377.8710.12LABOUR:0155MasonDay0.10287.0028.700114BeldarDay1.63247.00402.610101BhishtiDay0.70260.00182.000002MixerDay0.07800.0056.000012VibratorDay0.07300.0021.009999SundriesL.S.14.301.4921.31Total:2754.76Add water charges @ 1% on2754.7627.552782.31Add C.P & OH @15% on2782.31417.35Cost for 1.00 Cum3199.66Rate per One Cum:Rs 3199.66Rate as per DSR-12:Rs 3199.65Item Code: 4.2.1P/L CC walls, columns, string courses, coping, bed blocks, window sills etc. up to floor five level excluding centering, shuttering finishing : 1:1:2 (Coarse sand - stone aggregate 20mm)Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS:0295Stone aggregate 20mmcum0.641050.00672.000297Stone aggregate 10 mmcum0.211050.00220.502202Carriage of aggregate 20mm and 10 mmcum0.8587.6074.460982Coarse sandcum0.4251120.00476.002203Carriage of coarse sandcum0.42587.6037.230367Cement (0.425 cum)tonne0.615000.003050.002209Carriage of cementtonne0.6177.8747.50Labour:0114BeldarDay0.90247.00222.300115CoolieDay0.78247.00192.660101BhishtiDay0.70260.00182.000123Mason 1st classDay0.06301.0018.060124Mason Ilnd classDay0.06273.0016.380002MixerDay