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 16.52 Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountSub Analysis - X Details of cost for 1 cum of lime Flyash mortar 1:2:3 (lime:2 flyash:3 coarse sand). MATERIALS: 0773 Unslaked lime quint1.52300.00456.001980 Flyash cum 0.487.753.720982 Coarse sand cum 0.721120.00806.402208 Carriage of Unslaked lime cum 0.2487.6021.022262 Carriage of Flyash cum 0.4887.6042.052203 Carriage of Coarse sand cum 0.7287.6063.07Labour for slaking the lime making, lime putty, grinding, measuring, carrying, depositing and mixing. 0114 Beldar Day 0.90247.00222.300101 Bhishti Day 0.45260.00117.009999 Running and upkeep of mortar mile L.S. 26.911.4940.109999Sundries L.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 1:1.5:0.5 Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIAL: (0.475 cum of lime putty = 3.01 q of unslaked lime) 1182 Surkhi Cum 0.7125700.00498.750773 Unslaked lime quint3.01300.00903.000784 Marble dust/ powder cum 0.241000.00240.00LABOUR : For slaking lime, making lime putty, grinding and carrying 0114 Beldar Day 0.90247.00222.300101 Bhisti Day 0.45260.00117.009999 Cost of running and upkeeping of mortar mill L.S. 10.351.4915.429999 Sundries L.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) 0367 Cement tonne0.315000.001550.002209 Carriage of Cement tonne0.3177.8724.140982 Coarse sand cum 1.071120.001198.402203 Carriage of Coarse sand cum 1.0787.6093.73LABOUR For measuring, carrying, depositing and mixing- 0114 Beldar Day 0.75247.00185.250101 Bhisti Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.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) 0367 Cement tonne0.685000.003400.002209 Carriage of Cement tonne0.6877.8752.950982 Coarse sand cum 0.951120.001064.002203 Carriage of Coarse sand cum 0.9587.6083.22LABOUR For measuring, carrying, depositing and mixing- 0114 Beldar Day 0.75247.00185.250101 Bhisti Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.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.18.41.1 Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS: 6501 Fine sand cum 1.00500.00500.002335 Carriage of fine sand cum 1.0087.6087.60LABOUR: 0114 Beldar Day 0.09247.0022.230115 Coolie Day 0.11247.0027.17Cost for 1.00 Cum637.00Rate per One Cum :Rs 637.00Item Code : 1681-PYPlants and Labour required for sub anlaysis 16.81Y for item 16.81 Details of Cost for : 1.00 jobCodeDescriptionUnitQuantityRateAmount1215 Welding by electric plant cm 165.001.50247.50Cutting, assembling and erection charges 0102 Blacksmith 1st class Day 0.115301.0034.620103 Blacksmith 2nd class Day 0.115273.0031.400100 Bandhani Day 0.11260.0028.600114 Beldar Day 0.83247.00205.019999 Sundries L.S. 12.101.4918.03Labour for riveting / bolting / cutting etc. 0116 Fitter (grade 1) Day 0.41301.00123.410103 Blacksmith 2nd class Day 0.54273.00147.420100 Bandhani Day 0.70260.00182.000114 Beldar Day 0.54247.00133.380139 Skilled Beldar Day 0.81260.00210.609999 Sundries L.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 16.81 Details 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 kg wastage @ 5%= 3.20 kg Total = 67.20 kg 1013 Mild steel sheets for tanks quint0.6724600.003091.20MS Angle - 40 x 40 x 6 mm Out frame=2x(2.50+2.00)=9.00 m Vertical extra = 2x0.300 = 0.60 m Horizontal = 1x2.50 =2.50 m Bracing = 1x3.20 = 3.20 m Bracing at bottom = 2x0.50 = 1.00 m Total = 16.30 m @ 3.50 kg/m = 57.05 kg + wastage @ 5% = 2.85 kg Total = 59.90 kg 1007 Structural steel such as tees, angles channels and R.S. joists quint0.5994250.002545.75M.S. Channel = 2x0.50 =1.00 m @ 5.70 kg/m = 5.70 kg+ wastage @ 5% = 0.29 kg Total = 5.99 kg 1007 Structural steel such as tees, angles channels and R.S. joists quint0.05994250.00254.58M.S. Flat 30x5 mm Horizontal = 3x2.50 = 7.50 m Vertical = 2x2.00 = 4.00 m Total = 11.50 m @1.20 kg/m = 13.80 kg + wastage @ 5% = 0.69 kg Total = 14.49 kg 1008 Flats up to 10 mm in thickness quint0.14494200.00608.582205 Carraige of Steel tonne0.14877.8711.52Cost for 1.00 No.6511.63Rate per Each :Rs 6511.63Item Code : 16.052.YSub-Analysis - Y for Item 16.52 Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountSub Analysis - Y Details of cost for 1 cum. of cement concrete MATERIALS: Lime Flyash mortar 16.052.X Sub-Analysis - X For item 16.52 Cum 0.401791.80716.720295 Stone aggregate 20mm nominal size cum 0.641050.00672.000297 Stone aggregate 10mm nominal size cum 0.211050.00220.502202 Carriage of stone aggregate cum 0.8587.6074.46Labour: 0114 Beldar Day 0.65247.00160.550115 Coolie Day 0.60247.00148.200101 Bhishti Day 0.27260.0070.200123 Mason 1st class Day 0.05301.0015.050124 Mason 2nd class Day 0.05273.0013.650128 Mate Day 0.04260.0010.409999 Hire and running charges of mixer L.S. 26.911.4940.109999 Sundries L.S. 13.521.4920.149999 Hire 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. 16.43STEEL 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 pavement 22x30.75 = 676.50 2x46.10 = 92.20 Total = 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 fetch 20% of its basic cost. 1007 Steel 254.44 qx4/5x 1/5000 = 0.0407104 q quint0.04074250.00172.982205 Carriage of steel 25.44x4/5x1/5000= tonne0.0040777.870.320.00407104 tonne Part-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 = 27.06 Total= 93.06 0103 Blacksmith 2nd class Day 2.86273.00780.780114 Beldar = Day 2.86247.00706.42Carriage of steel for extra lead of runway 0114 Beldar = Day 5.73247.001415.31Cost 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 14.72 Details of Cost for : 1.00 No.CodeDescriptionUnitQuantityRateAmount7397 Base Jack Nos 14.00180.002520.00(7x2 = 14 Nos) 40mm dia MS tube : Vertical standards 2.5m length =7x2x9x2.5 =315m Bracing ledger 1.50m length = 7x2x9x2.5= 513m (?) Side support 6m length =3x2x6 =36m Horizontal support 3.00m length =18x3x3.00m = 162m Total = 1026m @ 3.67 kg/m =3765.42kg 4009 Mild steel tubes hot finished welded type kilog3765.4248.00180740.167387 Spigot for standard jointing Kg 123.9845.005579.107x2x9 =126 Nos 126 Nos x 0.40m length =50.4 m @ 2.46kg/m =123.98 kg 1034 Bolts and nuts up to 300 mm in length quint0.3785400.002041.202x7x2x9 = 252 Nos @ 0.15 kg/each =37.80 kg or Say 0.378 qtl Clamps / Couplers for clamps for fixing M.S tube with scaffolding = (2x3x2 +2x18x3) = 120 Nos 7346 Double coupler each 120.0055.006600.00Challies 3 Nos x 18 line = 54 Nos Two level plate challies =2x18 line =36 nos =90 Nos 7398 Challies Nos 90.00800.0072000.00Cup Locks for : Vertical Standards - 5x7x2x9 = 630 Nos 2x18x19 = 694 Nos Total = 1314 Nos 7399 Cup locks Nos 1314.0075.0098550.00Cost 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) 0367 Cement tonne0.255000.001250.002209 Carriage of Cement tonne0.2577.8719.470983 Fine sand cum 1.07640.00684.802261 Carriage of fine sand cum 1.0787.6093.73LABOUR For measuring, carrying, depositing and mixing- 0114 Beldar Day 0.75247.00185.250101 Bhisti Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.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) 0367 Cement tonne0.515000.002550.002209 Carriage of Cement tonne0.5177.8739.710983 Fine sand cum 1.07640.00684.802261 Carriage of fine sand cum 1.0787.6093.73LABOUR For measuring, carrying, depositing and mixing- 0114 Beldar Day 0.75247.00185.250101 Bhisti Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.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) 0367 Cement tonne0.385000.001900.002209 Carriage of Cement tonne0.3877.8729.590983 Fine sand cum 1.07640.00684.802261 Carriage of fine sand cum 1.0787.6093.73LABOUR For measuring, carrying, depositing and mixing- 0114 Beldar Day 0.75247.00185.250101 Bhisti Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.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) 0367 Cement tonne0.685000.003400.002209 Carriage of cement tonne0.6877.8752.950983 Fine sand cum 0.95640.00608.002261 Carriage of fine sand cum 0.9587.6083.22(For measuring, carrying, depositing and mixing) 0114 Beldar Day 0.75247.00185.250101 Bhisthi Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.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) 0368 White cement tonne0.5112000.006120.002209 Carriage of cement tonne0.5177.8739.710114 Beldar Day 0.75247.00185.250784 Marble dust cum 1.071000.001070.000101 Bhisthi Day 0.07260.0018.202268 Carriage of Marble dust cum 1.0787.6093.739999 Hire and running charges of mechanical mixer L.S. 40.431.4960.24For measuring, carrying, depositing and mixing LABOUR : 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 : 0367 Cement tonne0.685000.003400.00(0.475 cum. of cement = 0.68 tonne) 2209 Carriage of cement tonne0.6877.8752.950101 Bhisthi Day 0.07260.0018.201159 Stone dust cum 0.95925.00878.759999 Hire and running charges of mechanical mixer L.S. 26.911.4940.102267 Carraige of Stone dust cum 0.9587.6083.229999 Sundries L.S. 13.521.4920.14For measuring, carrying, depositing and mixing 0114 Beldar Day 0.75247.00185.25LABOUR : 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) 0367 Cement tonne0.255000.001250.002209 Carriage of Cement tonne0.2577.8719.470982 Coarse sand cum 1.071120.001198.402203 Carriage of Coarse sand cum 1.0787.6093.73LABOUR For measuring, carrying, depositing and mixing- 0114 Beldar Day 0.75247.00185.250101 Bhisti Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.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 steining Details of Cost for : 1.00 timesCodeDescriptionUnitQuantityRateAmountSurface area Outside area =22/7x4.40x1.00 - 13.82sqm. = 26.39 sqm. Assuming that the timber will become unserviceable after being used 8 times Planks 38 mm (Seconti class kail wood) 26.39x0.038= 1.00cum. Wastage 20% = 0.20cum. = 1.20cum. or 1200 cudm. 1198 Second class kail wood in planks cum 0.1525000.003750.002nd class kail wood battens Inside = 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 cudm 1197 Second class kail wood in scantling cum 0.0000225000.000.50Safeda bailies 125mm dia. Inside: 25x1.00 = 25.00m Outside: 28x1.00 = 28.00m = 53.00m 0302 Safeda ballies 125 mm diameter metre6.62537.00245.13Cost 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) 0367 Cement tonne0.385000.001900.002209 Carriage of Cement tonne0.3877.8729.590982 Coarse sand cum 1.071120.001198.402203 Carriage of Coarse sand cum 1.0787.6093.73LABOUR For measuring, carrying, depositing and mixing- 0114 Beldar Day 0.75247.00185.250101 Bhisti Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.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) 0367 Cement tonne0.515000.002550.002209 Carriage of Cement tonne0.5177.8739.710982 Coarse sand cum 1.071120.001198.402203 Carriage of Coarse sand cum 1.0787.6093.73LABOUR For measuring, carrying, depositing and mixing- 0114 Beldar Day 0.75247.00185.250101 Bhisti Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.S. 13.521.4920.14Cost for 1.00 Cum4145.53Rate per One Cum :Rs 4145.53Item Code : 3.18Mud mortar Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountDetail of cost for one cum MATERIALS 0811 Mud (dry) cum 1.0850.0054.00LABOUR 0114 Beldar Day 0.63247.00155.610101 Bhisti Day 0.315260.0081.909999 Sundries L.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 marble Details of Cost for : 1.00 CumCodeDescriptionUnitQuantityRateAmountMATERIALS (0.475 cum. of white cement = 0.68 tonne) 0368 White Cement tonne0.6812000.008160.002209 Carriage of White Cement tonne0.6877.8752.950784 Marble dust cum 0.951000.00950.002268 Carriage of Marble dust cum 0.9587.6083.22LABOUR For measuring, carrying, depositing and mixing- 0114 Beldar Day 0.75247.00185.250101 Bhisti Day 0.07260.0018.209999 Hire and running charges of mechanical mixer L.S. 26.911.4940.109999 Sundries L.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. 16.81 Details of Cost for : 2.50 mCodeDescriptionUnitQuantityRateAmount1681-PY Plants and Labour required for sub anlaysis 16.81Y for item 16.81 job 1.001380.001380.001681-PY Plants and Labour required for sub anlaysis 16.81Y for item 16.81 job 0.101380.00138.00Cost 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-P Cost materials in sub-analysis of 16.81X for item 16.81 m 1.006511.636511.631681-P Cost materials in sub-analysis of 16.81X for item 16.81 m 0.106511.63651.161681-P Cost materials in sub-analysis of 16.81X for item 16.81 m -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 14.72 Details of Cost for : 40.00 NosCodeDescriptionUnitQuantityRateAmount14.072Y Cost of materials for scaffolding in item no. 14.72X for main item 14.72 Nos 1.00368030.46368030.4614.072Y Cost of materials for scaffolding in item no. 14.72X for main item 14.72 Nos 0.10368030.4636803.0514.072Y Cost of materials for scaffolding in item no. 14.72X for main item 14.72 Nos -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. 16.81 Details of Cost for : 2.50 mCodeDescriptionUnitQuantityRateAmountMATERIALS: 1681-S Cost 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 soil Details of Cost for : 100.00 SqmCodeDescriptionUnitQuantityRateAmountLABOUR: 0114 Beldar Day 7.20247.001778.400115 Coolie Day 6.00247.001482.00Total:3260.40Add water charges @ 1% on 3260.4032.603293.00Add C.P & OH @15% on 3293.00493.95Cost 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 soil Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountLABOUR : Roller charges (one roller does 1850 sqm. of consolidation per day) 0114 Beldar Day 5.90247.001457.300115 Coolie Day 3.60247.00889.200101 Bhisthi Day 0.40260.00104.000113 Chowkidar Day 0.008247.001.980003 Hire charges of road roller Day 0.0081500.0012.001235 Diesel litre0.14441.295.952342 Carriage of diesel quint0.00148.760.019999 Sundries L.S. 2.731.494.07Total:2474.51Add water charges @ 1% on 2474.5124.752499.26Add C.P & OH @15% on 2499.26374.89Cost 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 :0114 Beldar Day 2.20247.00543.400115 Coolie Day 3.60247.00889.200101 Bhisthi Day 0.40260.00104.00Roller Charges :(one roller does 1850 sqm of consolidation per day )0003 Hire charges of road roller Day 0.0081500.0012.000113 Chowkidar Day 0.008247.001.981235 Diesel litre0.14441.295.952342 Carriage of diesel quint0.00148.760.019999 Sundries L.S. 2.731.494.07Total:1560.61Add water charges @ 1% on 1560.6115.611576.22Add C.P & OH @15% on 1576.22236.43Cost 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- 0113 Chokidar Day 0.008247.001.980003 Roller charges & Hire Charges Day 0.0081500.0012.001235 Diesel litre0.14441.295.952342 Carriage of diesel quint0.00148.760.019999 Sundries L.S. 1.821.492.71Total:22.65Add water charges @ 1% on 22.650.2322.88Add C.P & OH @15% on 22.883.43Cost 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- 0101 Bhishti Day 0.40260.00104.00Total:104.00Add water charges @ 1% on 104.001.04105.04Add C.P & OH @15% on 105.0415.76Cost 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 soil Details of Cost for : 10.00 NosCodeDescriptionUnitQuantityRateAmountAverage output of Hydraulic Excavator per hour = 30cum. MACHINERY : 0020 Hydraulic Excavator (3D) with driver and fuel Day 0.041257500.00309.380018 Hire and running charges of loader. Day 0.041255000.00206.250128 Mate Day 0.40260.00104.000115 Coolie Day 2.00247.00494.00(beldar / coolie) Total:1113.63Add water charges @ 1% on 1113.6311.141124.77Add C.P & OH @15% on 1124.77168.72Cost 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 rock Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMACHINERY 0020 Hydraulic Excavator (3D) with driver and fuel. Day 0.06257500.00468.750017 Hire and running charges of tipper Day 0.06251700.00106.250132 Excavators Day 0.705247.00174.140133 Breakers Day 1.59247.00392.730134 Hole driller Day 0.355247.0087.690114 Beldar Day 0.50247.00123.500115 Coolie Day 1.35247.00333.459999 Sundries L.S. 10.791.4916.08Total:1702.59Add water charges @ 1% on 1702.5917.031719.62Add C.P & OH @15% on 1719.62257.94Cost 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 CumCodeDescriptionUnitQuantityRateAmountMACHINERY 0020 Hydraulic Excavator (3D) with driver and fuel. Day 0.1257500.00937.500017 Hire and running charges of tipper Day 0.1251700.00212.500132 Rock Excavator Day 1.06247.00261.820133 Rock Breaker Day 2.825247.00697.780134 Rock Hole Driller Day 0.885247.00218.600114 Beldar Day 0.45247.00111.150115 Coolie Day 1.35247.00333.450325 Blasting powder kilog3.9335.00137.550326 Blasting fuse (fuse wire) each 4.0015.0060.009999 Sundries L.S. 16.121.4924.02Total:2994.37Add water charges @ 1% on 2994.3729.943024.31Add C.P & OH @15% on 3024.31453.65Cost 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: 0020 Hydraulic Excavator (3D) with driver and fuel Day 0.1257500.00937.500017 Hire and running charges of tipper Day 0.1251700.00212.500132 Excavators Day 2.47247.00610.090133 Breakers Day 6.00247.001482.000135 Stone Chisellers Day 1.06260.00275.600103 Black smith 2nd class Day 0.175273.0047.780114 Beldar Day 0.75247.00185.250115 Coolie Day 1.80247.00444.609999 Sundries L.S. 16.121.4924.02Total:4219.34Add water charges @ 1% on 4219.3442.194261.53Add C.P & OH @15% on 4261.53639.23Cost 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: 0020 Hydraulic Excavator (3D) with driver and fuel Day 0.041257500.00309.380018 Hire and running charges of loader. Day 0.041255000.00206.250128 Mate Day 0.40260.00104.000115 Coolie Day 2.05247.00506.35Total:1125.98Add water charges @ 1% on 1125.9811.261137.24Add C.P & OH @15% on 1137.24170.59Cost 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 rok Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountMACHINERY: 0020 Hydraulic Excavator (3D) with driver and fuel Day 0.06257500.00468.750017 Hire and running charges of tipper Day 0.06251700.00106.25LABOUR: 0132 Excavators Day 0.885247.00218.600134 Hole drillers Day 1.765247.00435.960134 Hole drillers Day 0.53247.00130.910114 Beldar Day 0.50247.00123.500115 Coolie Day 1.30247.00321.109999 Sundries L.S. 13.521.4920.14Total:1825.21Add water charges @ 1% on 1825.2118.251843.46Add C.P & OH @15% on 1843.46276.52Cost 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 : 0020 Hydraulic Excavator (3D) with driver and fuel Day 0.1257500.00937.500017 Hire and running charges of tipper Day 0.1251700.00212.50LABOUR: 0132 Excavators Day 1.24247.00306.280133 Breakers Day 3.00247.00741.000134 Hole drillers Day 1.06247.00261.820114 Beldar Day 0.50247.00123.500115 Coolie Day 1.30247.00321.100325 Blasting powder kilog6.4235.00224.700326 Blasting fuse each 7.0015.00105.009999 Sundries L.S. 18.851.4928.09Total:3261.49Add water charges @ 1% on 3261.4932.613294.10Add C.P & OH @15% on 3294.10494.12Cost 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 CumCodeDescriptionUnitQuantityRateAmountMACHINERY 0020 Hydraulic Excavator (3D) with driver and fuel. Day 0.1257500.00937.500017 Hire and running charges of tipper Day 0.1251700.00212.50LABOUR- 0132 Excavators Day 2.65247.00654.550133 Breakers Day 6.175247.001525.230135 Chisellers Day 1.06260.00275.600103 Black smith II class Day 0.175273.0047.780114 Beldar Day 0.75247.00185.250115 Coolie Day 1.50247.00370.509999 Sundries L.S. 17.941.4926.73Total:4235.64Add water charges @ 1% on 4235.6442.364278.00Add C.P & OH @15% on 4278.00641.70Cost 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 = 1.05 Width for this depth 0.45 cm 180x0.45xl.05 = 85.05 cum 02.008.01 E/W excavation in foundation trenches .. .. All kinds of soil. Cum 85.05130.7811122.84A 02.025 Filling available excavated earth (excluding rock) .. .. Cum 85.0583.807127.19B Total:18250.03Add water charges @ 1% except on [A]+[B] i.e on 0.000.0018250.03Add C.P & OH @15% except on [A]+[B] i.e on 0.000.00Cost 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 300mm Details of Cost for : 110.00 mCodeDescriptionUnitQuantityRateAmountSlope assumed 1 in 200. Earth work and filling- Minimum depth of trench = 0.75+0.20 = 0.95m Average depth = (1.50+0.95)/2 = 1.225M Width = 0.40 + 0.20 = 0.60 m 110x0.60x1.225 = 80.85 cum 5% for collars = 4.04 cum Total = 84.89 cum 02.008.01 E/W excavation in foundation trenches .. .. All kinds of soil. Cum 84.89130.7811101.91A 02.025 Filling available excavated earth (excluding rock) .. .. Cum 84.8983.807113.78B Total:18215.69Add water charges @ 1% except on [A]+[B] i.e on 0.000.0018215.69Add C.P & OH @15% except on [A]+[B] i.e on 0.000.00Cost 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= 1.20m Average depth = (1.50+1.20)/2 =1.35 Width = 0.40 + 0.45 = 0.85 m 60x0.85xl.35 = 68.85 cum 5% for collars = 3.44 cum Total = 72.29 cum 02.008.01 E/W excavation in foundation trenches .. .. All kinds of soil. 72.29130.789454.09A 02.025 Filling available excavated earth (excluding rock) .. .. 72.2983.806057.90B Total:15511.99Add water charges @ 1% except on [A]+[B] i.e on 0.000.0015511.99Add C.P & OH @15% except on [A]+[B] i.e on 0.000.00Cost 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 200 Excavation- Quantity same as in item No.2.10.1.1 02.009.01 E/W excavation in foundation trenches .. .. Ordinary rok 85.05212.0018030.60A Refilling, ramming and watering 02.025 Filling available excavated earth (excluding rock) .. .. 85.0583.807127.19B Extra labour for ramming of rock 0114 Beldar (A) Day 2.00247.00494.00Total:25651.79Add water charges @ 1% except on [A]+[B] i.e on 494.004.9425656.73Add C.P & OH @15% except on [A]+[B] i.e on 498.9474.84Cost 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 300mm Details of Cost for : 80.00 mCodeDescriptionUnitQuantityRateAmountDetails of cost for 80 m length of pipe of an average dia. Say 200mm. Slope assumed 1 in 200 Excavation- Minimum depth of trench. 0.75+0.15+0.20 = 1.10m Average depth = ( 1.10 + 1.50)/2 = 1.30m Minimum width of trench = 0.90m 80x0.90x1.30 = 93.60 cum. 02.009.01 E/W excavation in foundation trenches .. .. Ordinary rok Cum 93.60212.0019843.20A Refilling, ramming and watering 02.025 Filling available excavated earth (excluding rock) .. .. Cum 93.6083.807843.68B Extra labour for ramming of rock 0114 Beldar Day 2.20247.00543.40Total:28230.28Add water charges @ 1% except on [A]+[B] i.e on 543.405.4328235.71Add C.P & OH @15% except on [A]+[B] i.e on 548.8382.32Cost 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 cum 40.399 cum 02.009.01 E/W excavation in foundation trenches .. .. Ordinary rok 40.399212.008564.59A Refilling, ramming and watering 02.025 Filling available excavated earth (excluding rock) .. .. 40.39983.803385.44B 0114 Beldar Day 0.94247.00232.18Total:12182.21Add water charges @ 1% except on [A]+[B] i.e on 232.182.3212184.53Add C.P & OH @15% except on [A]+[B] i.e on 234.5035.18Cost 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 200 Excavation- Quantity same as in item No.2.10.1.1 02.009.02 E/W excavation in foundation trenches .. .. Hard rock (requiring blasting) 85.05378.8232218.64A Refilling, ramming and watering 02.025 Filling available excavated earth (excluding rock) .. .. 85.0583.807127.19B Extra labour for ramming of rock 0114 Beldar Day 2.50247.00617.50Total:39963.33Add water charges @ 1% except on [A]+[B] i.e on 617.506.1839969.51Add C.P & OH @15% except on [A]+[B] i.e on 623.6893.55Cost 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 200 Excavation- Quantity same as in item No.2.13.1.2 02.009.02 E/W excavation in foundation trenches .. .. Hard rock (requiring blasting) 93.60378.8235457.55A Refilling, ramming and watering 02.025 Filling available excavated earth (excluding rock) .. .. 93.6083.807843.68B Extra labour for ramming of rock 0114 Beldar Day 2.75247.00679.25Total:43980.48Add water charges @ 1% except on [A]+[B] i.e on 679.256.7943987.27Add C.P & OH @15% except on [A]+[B] i.e on 686.04102.91Cost 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 200 Excavation- Quantity same as in item No.2.13.1.3 02.009.02 E/W excavation in foundation trenches .. .. Hard rock (requiring blasting) 40.399378.8215303.95A Refilling, ramming and watering 02.025 Filling available excavated earth (excluding rock) .. .. 40.39983.803385.44B Extra labour for ramming of rock 0114 Beldar Day 1.17247.00288.99Total:18978.38Add water charges @ 1% except on [A]+[B] i.e on 288.992.8918981.27Add C.P & OH @15% except on [A]+[B] i.e on 291.8843.78Cost 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 200 Excavation- Quantity same as in item No.2.10.1.1 02.009.03 E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited) 85.05491.9741842.05A Refilling, ramming and watering 02.025 Filling available excavated earth (excluding rock) .. .. 85.0583.807127.19B Extra labour for ramming of rock 0114 Beldar Day 2.50247.00617.50Total:49586.74Add water charges @ 1% except on [A]+[B] i.e on 617.506.1849592.92Add C.P & OH @15% except on [A]+[B] i.e on 623.6893.55Cost 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 200 Excavation- Quantity same as in item No.2.13.1.2 02.009.03 E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited) 93.60491.9746048.39A Refilling, ramming and watering 02.025 Filling available excavated earth (excluding rock) .. .. 93.6083.807843.68B Extra labour for ramming of rock 0114 Beldar Day 2.75247.00679.25Total:54571.32Add water charges @ 1% except on [A]+[B] i.e on 679.256.7954578.11Add C.P & OH @15% except on [A]+[B] i.e on 686.04102.91Cost 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 200 Excavation- Quantity same as in item No. 2.13.1.3 02.009.03 E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited) 40.399491.9719875.10A Refilling, ramming and watering 02.025 Filling available excavated earth (excluding rock) .. .. 40.39983.803385.44B Extra labour for ramming of rock 0114 Beldar Day 1.17247.00288.99Total:23549.53Add water charges @ 1% except on [A]+[B] i.e on 288.992.8923552.42Add C.P & OH @15% except on [A]+[B] i.e on 291.8843.78Cost 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- MATER1ALS The Material can be used four times on the same work and after use of material credit is given @ 75% of cost 1198 Poling boards of 2nd class Kail wood planks: cum 0.2137525000.005343.7590x0.038 = 3.42 cum = 3420 dm Qty taken for cost of using once after deducting for credit = 3420xx = 213.75 dm 1197 Wallings l00mmx 100mm of 2nd class kail cum 0.07525000.001875.00wood in scantling: 4x30x0.10x0.10 = 1.20cum = 1200 dm Qty taken for cost of using once after deducting for credit = 1200xx = 75 dm 0302 Safeda Balli struts (12.5mm dia and 1.5m long): 2x17x1.50 = 51m metre3.187537.00117.94Qty taken for cost of using once after deducting for credit = 51 xx = 3.1875 m CARRIAGE Poling boards = 3.42 cum Walling =1.20 cum. Balli struts: 3.14/4x(0.125) x51 = 0.63 cum 2204 Total of carriage = 5.25x = 1.3125 cum. cum 1.3125100.11131.390112 Carpenter llnd class Day 0.50273.00136.500114 Beldar Day 1.00247.00247.009999 Sundries L.S. 26.911.4940.10Total:7891.68Add water charges @ 1% on 7891.6878.927970.60Add C.P & OH @15% on 7970.601195.59Cost 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- MATERIALS The Material can be used four times on the same work and after use of material credit is given @ 75% of cost 1198 Poling boards of 2nd class Kail wood planks: cum 0.2137525000.005343.7590x0.038 = 3.42 cum = 3420 dm Qty taken for cost of using once after deducting for credit = 3420xx = 213.75 cudm 1197 Walings 100 mmx 100mm of 2nd class kail cum 0.07525000.001875.00wood in scantling: 4x30x0.10x0.10 = 1.20cum = 1200 cudm Qty taken for cost of using once after deducting for credit = 1200xx = 75 dm 0302 Safeda Balli struts (12.5mm dia and 1.50m metre3.187537.00117.94long): 2x17x1.50 = 51m Qty taken for cost of using once after deducting for credit = 51 CARRIAGE Poling boards = 3.42 cum Walling =1.20 cum. Balli struts: 3.14/4x(0.125)^3 x51 =0.63 cum 2204 Total of carriage = 5.25x/4 = 1.3125 cum. cum 1.3125100.11131.390112 Carpenter Ilnd class Day 0.75273.00204.750114 Beldar Day 2.00247.00494.009999 Sundries L.S. 40.431.4960.24Total:8227.07Add water charges @ 1% on 8227.0782.278309.34Add C.P & OH @15% on 8309.341246.40Cost 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- MATERIALS The Material can be used four times on the same work and after use of material credit is given @ 75% of cost 1198 Poling boards of 2nd class Kail wood planks : cum 0.2137525000.005343.7590x0.038 = 3.42 cum = 340 cudm Qty taken for cost of using once after deducting for credit = 3420xx = 213.75 cudm 1197 Wallings 100mmx 100mm of 2nd class kail cum 0.07525000.001875.00wood in scantling: 4x30x0.10x0.10 = I.20cum = 1200 cudm Qty taken for cost of using once after deducting for credit = 1200xx = 75 cudm 0302 Safeda Balli struts (12.5mm dia and 1.5m long): 2x17x1.5 = 51m metre3.187537.00117.94Qty taken for cost of using once after deducting for credit = 51xx = 3.1875 m CARRIAGE Poling boards = 3.42 cum Walling - = 1.20 cum. Balli struts: 3.14/4x(0.125)^3 x51 =0.63 cum 2204 Total of carriage = 5.25x = 1.3125 cum. cum 1.3125100.11131.39LABOUR 0112 CarpenferTmd class Day 1.50273.00409.500114 Beldar Day 4.00247.00988.009999 Sundries L.S. 80.731.49120.29Total:8985.87Add water charges @ 1% on 8985.8789.869075.73Add C.P & OH @15% on 9075.731361.36Cost 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 = 6.6sqm MATERIALS The Material can be used four times on the same work and after use of material credit is given @ 75% of cost 1198 Poling boards of 2nd class Kail wood planks: cum 0.0156825000.00392.006.60x0.038 = 0.251 cum = 251 cudm Qty taken for cost of using once after deducting for credit = 251 x x = 15.6875 cudm 1197 Walling of 2nd class kail wood scantling cum 0.0051225000.00128.002x2x1.124x0.10x0.10 =0.045 cum 2x2x0.924x0.10x0.10 = 0.037 cum. Total Kail wood = 0.082 cum. = 82dm Qty taken for cost of using once after deducting for credit = 82xx = 5.125 cudm 0302 Safeda Balli struts (125mm dia and 1.50m long) metre0.411837.0015.242x2x0.924 = 3.696 2x2x0.724 = 2.896 Total of balli = 6.592m Qty taken for cost of using once after deducting for credit = 6.592xx = 0.1035 m 2204 CARRIAGE cum 0.1035100.1110.36Poling boards = 0.251 cum Walling =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: 0112 Carpenter Ilnd class Day 0.06273.0016.380114 Beldar Day 0.12247.0029.649999 Sundries L.S. 2.731.494.07Total:595.69Add water charges @ 1% on 595.695.96601.65Add C.P & OH @15% on 601.6590.25Cost 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 sqm MATERIALS The Material can be used four times on the same work and after use of material credit is given @ 75% of cost 1198 Poling boards of 2nd class Kail wood planks: cum 0.0156925000.00392.256.6x0.038 = 0.251 cum = 251 cudm Qty taken for cost of using once after deducting for credit = 251 x x = 15.6875 cudm 1197 Walling of 2nd class kail wood scantling cum 0.0051325000.00128.252x2x1.124x0.10x0.10 = 0.045 cum 2x2x0.924x0.10x0.10 = 0.037 cum. Total Kail wood = 0.082 cum. = 82 cudm Qty taken for cost of using once after deducting for credit = 82xx = 5.125 cudm 0302 Safeda Balli struts (125mm dia and 1.5m long) metre0.411837.0015.242x2x0.924 = 3.696 2x2x0.724 = 2.896 Total of balli = 6.592m Qty taken for cost of using once after -deducting for credit = 6.592xx = 0.1035 m 2204 CARRIAGE cum 0.1035100.1110.36Poling boards = 0.251 cum Walling = 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 cum LABOUR: 0112 Carpenter Ilnd class Day 0.12273.0032.760114 Beldar Day 0.25247.0061.759999 Sundries L.S. 5.461.498.14Total:648.75Add water charges @ 1% on 648.756.49655.24Add C.P & OH @15% on 655.2498.29Cost 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 = 6.6sqm MATERIALS The Material can be used four times on the same work and after use of material credit is given @ 75% of cost 1198 Poling boards of 2nd class Kail wood planks: cum 0.0156925000.00392.256.6x0.038 = 0.251 cum = 251 cudm Qty taken for cost of using once after deducting for credit = 251xx = 15.6875 cudm 1197 Walling of 2nd class kail wood scantling cum 0.0051225000.00128.002x2x1.124x0.10x0.10 = 0.045 cum 2x2x0.924x0.10x0.10 = 0.037 cum. Total Kail wood = 0.082 cum. = 82 cudm Qty taken for cost of using once after deducting for credit = 82xx = 5.125 cudm 0302 Safeda Balli struts (12.5mm dia and 1.50m long) metre0.411837.0015.242x2x0.924 = 3.696 2x2x0.724 = 2.896 Total of balli = 6.592m Qty taken for cost of using once after -deducting for credit = 6.592xx = 0.1035 m 2204 CARRIAGE cum 0.1035100.1110.36Poling boards = 0.251 cum Walling = 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 cum LABOUR: 0112 Carpenter Ilnd class Day 0.19273.0051.870114 Beldar Day 0.38247.0093.869999 Sundries L.S. 8.061.4912.01Total:703.59Add water charges @ 1% on 703.597.04710.63Add C.P & OH @15% on 710.63106.59Cost 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. MATERIALS The Material can be used four times on the same work and after use of material credit is given @ 75% of cost 1198 Poling boards of 2nd class Kail wood planks cum 0.1068825000.002672.00250x38mm : 45x0.038 = 1.71 cum = 1.710 cudm Qty taken for cost of using once after deducting for credit = 1710xx = 106.875 cudm 1197 Walling of Ilnd class kail wood in scantling cum 0.0187525000.00468.75100x100mm : 30x0.10x0.10 = 0.30cum = 300 cudm Qty taken for cost of using once after deducting for credit = 300xx = 18.75 cudm 0302 Raking struts Safeda balleis 12mm dia : 17 x metre1.5937.0058.831.50 =25.5m Qty taken for cost of using once after deducting for credit = 25.5xx = 1.59 m 2204 CARRIAGE cum 0.581100.1158.16Poling boards = 1.71 cum Walling = 0.30cum: Rakingstruts3.14/4x(0.125)2 = 0.313cum Total of carriage = 2.323 cum x = 0.581 cum LABOUR: 0112 Carpenter Ilnd class Day 0.25273.0068.250114 Beldar Day 0.50247.00123.509999 Sundries L.S. 31.461.4946.88Total:3496.37Add water charges @ 1% on 3496.3734.963531.33Add C.P & OH @15% on 3531.33529.70Cost 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. MATERIALS The Material can be used four times on the same work and after use of material credit is given @ 75% of cost 1198 Poling boards of 2nd class Kail wood planks cum 0.1068825000.002672.00250x38mm : 45x0.038 = 1.71 cum =1710 cudm Qty taken for cost of using once after deducting for credit = 1710xx = 106.875 cudm 1197 Walling of Ilnd class kail wood in scantling cum 0.0187525000.00468.75100x100mm : 30x0.10x0.10 = 0.30cum = 300 cudm Qty taken for cost of using once after deducting for credit = 300xx = 18.75 cudm 0302 Raking struts Safeda balleis 12mm dia : 17 x 1.5 = 25.5m metre1.5937.0058.83Qty taken for cost of using once after deducting for credit = 25.5xx = 1.59 m 2204 CARRIAGE cum 0.581100.1158.16Poling boards = 1.71 cum Walling = 0.30 cum Raking struts 3.14/4x(0.125)^2 = 0.313 cum Total of carriage = 2.323 cum x = 0.581 cum LABOUR: 0112 Carpenter Ilnd class Day 0.50273.00136.500114 Beldar Day 1.00247.00247.009999 Sundries L.S. 34.061.4950.75Total:3691.99Add water charges @ 1% on 3691.9936.923728.91Add C.P & OH @15% on 3728.91559.34Cost 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. MATERIALS The Material can be used four times on the same work and after use of material credit is given @ 75% of cost 1198 Poling boards of 2nd class Kail wood planks cum 0.1068825000.002672.00250x38mm : 45x0.038 = 1.71 cum = 1710 cudm Qty taken for cost of using once after deducting for credit = 1710xx = 106.875 cudm 1197 Walling of Ilnd class kail wood in scantling cum 0.0187525000.00468.75100x100mm : 30x0.10x0.10 = 0.30cum =300 cudm Qty taken for cost of using once after 0302 deducting for credit = 300xx = 18.75 cudm metre1.5937.0058.83Raking struts Safeda balleis 12mm dia : 17 x 1.50 = 25.5m Qty taken for cost of using once after deducting for credit = 25.5xx = 1.59 m 2204 CARRIAGE cum 0.581100.1158.16Poling boards = 1.71 cum Walling =0.30 cum. Raking struts 3.14/4x(0.125)^2 = 0.313 cum Total of carriage = 2.323 cum x = 0.581 cum LABOUR: 0112 Carpenter Ilnd class Day 0.75273.00204.750114 Beldar Day 1.50247.00370.509999 Sundries L.S. 47.581.4970.89Total:3903.88Add water charges @ 1% on 3903.8839.043942.92Add C.P & OH @15% on 3942.92591.44Cost 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 SqmCodeDescriptionUnitQuantityRateAmount1198 Polling Boards of Second class kail wood in planks 90x0.038 = 3.42cum Less @ 1/8 of qty cum 2.992525000.0074812.501197 Walling 100mmx100mm : 4x30m x0.1mx 0.1m = 1.20 cum Less @ 1/8 of Qty as timber is suppose cum 1.0525000.0026250.000302 Safeda ballies 125 mm diameter and 1.5m long) : 2x17x1.5=51m Less @ 1/8 of Qty as tim metre44.6337.001651.312204 CARRIAGE Polling boards = 3.42cum Waling = 1.20 cum Balli struts 3.14x4x(0 cum 2.675100.11267.79Total:102981.60Add water charges @ 1% on 102981.601029.82104011.42Add C.P & OH @15% on 104011.4215601.71Cost 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 m Details 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 cost Poling board of 1198 Second class kail wood in planks cum 0.0712525000.001781.251.50mx0.25mx0.038m 2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudm Qty taken for cost of using once after deducting credit 1140x0.25x0.25=71.25 cudm or 0.07125 cum 1197 Second class kail wood in scantling cum 0.07525000.001875.00Walling 100mmx100m : 4x30mx0.10mx0.10m =1.20cum or 1200 cudm Qty taken for cost of using once after deducting credit =1200 x 0.25 x 0.25 = 75 cudm or 0.075 cum 0302 Struts of Safeda ballies 125 mm diameter metre3.1837.00117.662x17x1.50m=51m Qty taken for cost of using once after deducting credit 51x0.25x0.25 = 3.18m CARRIAGE : Poling board : 1.14 cum Walling : 1.20 cum Ballies struts - 3.14/4x(0.125)^2 : 0.63 cum Total of carriage = 2.97 x 1 / 4 = 0.74 cum 2204 Carraige of Timber cum 0.74100.1174.08LABOUR: 0112 Carpenter 2nd class Day 0.25273.0068.250114 Beldar Day 0.50247.00123.509999 Sundries L.S. 19.761.4929.44Total:4069.18Add water charges @ 1% on 4069.1840.694109.87Add C.P & OH @15% on 4109.87616.48Cost 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 m Details 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 cost Poling board of 1198 Second class kail wood in planks cum 0.0712525000.001781.251.50mx0.25mx0.038m 2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudm Qty taken for cost of using once after deducting credit 1140x0.25x0.25=71.25 cudm or 0.07125 cum 1197 Second class kail wood in scantling cum 0.07525000.001875.00Walling 100mmx100m : 4x30mx0.10mx0.10m =1.20cum or 1200 cudm Qty taken for cost of using once after deducting credit =1200 x 0.25 x 0.25 = 75 cudm or 0.075 cum 0302 Struts of Safeda ballies 125 mm diameter metre3.1837.00117.662x17x1.50m=51m Qty taken for cost of using once after deducting credit 51x0.25x0.25 = 3.18m CARRIAGE : Poling board : 1.14 cum Walling : 1.20 cum Ballies struts - 3.14/4x(0.125)^2 : 0.63 cum Total of carriage = 2.97 x 1 / 4 = 0.74 cum 2204 Carraige of Timber cum 0.74100.1174.08LABOUR: 0112 Carpenter 2nd class Day 0.50273.00136.500114 Beldar Day 1.00247.00247.009999 Sundries L.S. 33.151.4949.39Total:4280.88Add water charges @ 1% on 4280.8842.814323.69Add C.P & OH @15% on 4323.69648.55Cost 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 m Details 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 cost Poling board of 1198 Second class kail wood in planks cum 0.0712525000.001781.251.50mx0.25mx0.038m 2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudm Qty taken for cost of using once after deducting credit 1140x0.25x0.25=71.25 cudm or 0.07125 cum 1197 Second class kail wood in scantling cum 0.07525000.001875.00Walling 100mmx100m : 4x30mx0.10mx0.10m =1.20cum or 1200 cudm Qty taken for cost of using once after deducting credit =1200 x 0.25 x 0.25 = 75 cudm or 0.075 cum 0302 Struts of Safeda ballies 125 mm diameter metre3.1837.00117.662x17x1.50m=51m Qty taken for cost of using once after deducting credit 51x0.25x0.25 = 3.18m CARRIAGE : Poling board : 1.14 cum Walling : 1.20 cum Ballies struts - 3.14/4x(0.125)^2 : 0.63 cum Total of carriage = 2.97 x 1 / 4 = 0.74 cum 2204 Carraige of Timber cum 0.74100.1174.08LABOUR: 0112 Carpenter 2nd class Day 1.00273.00273.000114 Beldar Day 1.75247.00432.259999 Sundries L.S. 46.671.4969.54Total:4622.78Add water charges @ 1% on 4622.7846.234669.01Add C.P & OH @15% on 4669.01700.35Cost 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 m Details 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 cost Poling board of 1198 Second class kail wood in planks cum 0.0053825000.00134.50250mm wide and 38mm thick 6x0.25x1.50mx0.038m = 0.086 cum or 86 cudm Qty taken for cost of using once after deducting credit 86x0.25x0.25=5.3755 cudm or 0.0053755 cum 1197 Second class kail wood in scantling cum 0.00325000.0075.00Walling 100mmx100m : 4x1.20mx0.10mx0.10m = 0.048cum or 48 cudm Qty taken for cost of using once after deducting credit =48 x 0.25 x 0.25 = 3 cudm or 0.003 cum 0302 Safeda ballies 125 mm diameter metre0.4037.0014.80(4x1.0=4.0m) +(2x1.2=2.4) = 6.4m Qty taken for cost of using once after deducting credit 6.4x0.25x0.25 = 0.40m CARRIAGE : Poling board : 0.086 cum Walling : 0.048 cum Ballies struts - 3.14/4x(0.125)^2x6.4=0.079 cum Total of carriage = 0.213 x 1 / 4 = 0.053 cum 2204 Carraige of Timber cum 0.053100.115.31LABOUR: 0112 Carpenter 2nd class Day 0.03273.008.190114 Beldar Day 0.06247.0014.829999 Sundries L.S. 1.821.492.71Total:255.33Add water charges @ 1% on 255.332.55257.88Add C.P & OH @15% on 257.8838.68Cost 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 m Details 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 cost Poling board of 1198 Second class kail wood in planks cum 0.0053825000.00134.50250mm wide and 38mm thick 6x0.25x1.50mx0.038m = 0.086 cum or 86 cudm Qty taken for cost of using once after deducting credit 86x0.25x0.25=5.3755 cudm or 0.0053755 cum 1197 Second class kail wood in scantling cum 0.00325000.0075.00Walling 100mmx100m : 4x1.20mx0.10mx0.10m = 0.048cum or 48 cudm Qty taken for cost of using once after deducting credit =48 x 0.25 x 0.25 = 3 cudm or 0.003 cum 0302 Safeda ballies 125 mm diameter metre0.4037.0014.80(4x1.0=4.0m) +(2x1.2=2.4) = 6.4m Qty taken for cost of using once after deducting credit 6.4x0.25x0.25 = 0.40m CARRIAGE : Poling board : 0.086 cum Walling : 0.048 cum Ballies struts - 3.14/4x(0.125)^2x6.4=0.079 cum Total of carriage = 0.213 x 1 / 4 = 0.053 cum 2204 Carraige of Timber cum 0.053100.115.31LABOUR: 0112 Carpenter 2nd class Day 0.06273.0016.380114 Beldar Day 0.12247.0029.649999 Sundries L.S. 2.731.494.07Total:279.70Add water charges @ 1% on 279.702.80282.50Add C.P & OH @15% on 282.5042.38Cost 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 m Details 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 cost Poling board of 1198 Second class kail wood in planks cum 0.0053825000.00134.50250mm wide and 38mm thick 6x0.25x1.50mx0.038m = 0.086 cum or 86 cudm Qty taken for cost of using once after deducting credit 86x0.25x0.25=5.3755 cudm or 0.0053755 cum 1197 Second class kail wood in scantling cum 0.00325000.0075.00Walling 100mmx100m : 4x1.20mx0.10mx0.10m = 0.048cum or 48 cudm Qty taken for cost of using once after deducting credit =48 x 0.25 x 0.25 = 3 cudm or 0.003 cum 0302 Safeda ballies 125 mm diameter metre0.4037.0014.80(4x1.0=4.0m) +(2x1.2=2.4) = 6.4m Qty taken for cost of using once after deducting credit 6.4x0.25x0.25 = 0.40m CARRIAGE : Poling board : 0.086 cum Walling : 0.048 cum Ballies struts - 3.14/4x(0.125)^2x6.4=0.079 cum Total of carriage = 0.213 x 1 / 4 = 0.053 cum 2204 Carraige of Timber cum 0.053100.115.31LABOUR: 0112 Carpenter 2nd class Day 0.10273.0027.300114 Beldar Day 0.20247.0049.409999 Sundries L.S. 3.641.495.42Total:311.73Add water charges @ 1% on 311.733.12314.85Add C.P & OH @15% on 314.8547.23Cost 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 m Details 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 cost Poling board of 1198 Second class kail wood in planks cum 0.0356325000.00890.75250mm wide and 38mm thick 40x1.50x0.25xx0.038 = 0.57 cum or 570 cudm Qty taken for cost of using once after deducting credit 570x0.25x0.25=35.625 cudm or 0.035265 cum 0302 Safeda ballies 125 mm diameter metre3.7537.00138.7540x1.50 = 60m Qty taken for cost of using once after deducting credit 60x0.25x0.25 = 3.75m CARRIAGE : Poling board : 0.57 cum Ballies struts - 40x 3.14/4x(0.125)^2=0.40 cum Total of carriage = 1.31 x 1 / 4 = 0.3275 cum 2204 Carraige of Timber cum 0.3275100.1132.79LABOUR: 0112 Carpenter 2nd class Day 0.12273.0032.760114 Beldar Day 0.25247.0061.759999 Sundries L.S. 19.761.4929.44Total:1186.24Add water charges @ 1% on 1186.2411.861198.10Add C.P & OH @15% on 1198.10179.72Cost 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 m Details 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 cost Poling board of 1198 Second class kail wood in planks cum 0.0356325000.00890.75250mm wide and 38mm thick 40x1.50x0.25xx0.038 = 0.57 cum or 570 cudm Qty taken for cost of using once after deducting credit 570x0.25x0.25=35.625 cudm or 0.035265 cum 0302 Safeda ballies 125 mm diameter metre3.7537.00138.7540x1.50 = 60m Qty taken for cost of using once after deducting credit 60x0.25x0.25 = 3.75m CARRIAGE : Poling board : 0.57 cum Ballies struts - 40x 3.14/4x(0.125)^2=0.40 cum Total of carriage = 1.31 x 1 / 4 = 0.3275 cum 2204 Carraige of Timber cum 0.3275100.1132.79LABOUR: 0112 Carpenter 2nd class Day 0.25273.0068.250114 Beldar Day 0.50247.00123.509999 Sundries L.S. 33.151.4949.39Total:1303.43Add water charges @ 1% on 1303.4313.031316.46Add C.P & OH @15% on 1316.46197.47Cost 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 m Details 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 cost Poling board of 1198 Second class kail wood in planks cum 0.0356325000.00890.75250mm wide and 38mm thick 40x1.50x0.25xx0.038 = 0.57 cum or 570 cudm Qty taken for cost of using once after deducting credit 570x0.25x0.25=35.625 cudm or 0.035265 cum 0302 Safeda ballies 125 mm diameter metre3.7537.00138.7540x1.50 = 60m Qty taken for cost of using once after deducting credit 60x0.25x0.25 = 3.75m CARRIAGE : Poling board : 0.57 cum Ballies struts - 40x 3.14/4x(0.125)^2=0.40 cum Total of carriage = 1.31 x 1 / 4 = 0.3275 cum 2204 Carraige of Timber cum 0.3275100.1132.79LABOUR: 0112 Carpenter 2nd class Day 0.50273.00136.500114 Beldar Day 0.88247.00217.369999 Sundries L.S. 47.581.4970.89Total:1487.04Add water charges @ 1% on 1487.0414.871501.91Add C.P & OH @15% on 1501.91225.29Cost 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 of 1198 Second class kail wood in planks cum 0.997525000.0024937.501.50mx0.25mx0.038m 2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudm Less @ 1/8 of Qty as timber is supposed to be used once before 1140 - 142.50 = 997.50 cudm or 0.9975 cum Walling 100mmx100mm : 1197 Second class kail wood in scantling cum 1.0525000.0026250.004x30mx0.10mx0.10m =1.20cum or 1200 cudm Less @ 1/8 of Qty as timber is supposed to be used once before =1200 - 150 = 1050 cudm or 1.05 cum 0302 Struts of Safeda ballies 125 mm diameter metre44.6337.001651.312x17x1.50m=51m Less @ 1/8 of Qty as timber is supposed to be used once before =51 - 6.37 = 44.63m CARRIAGE : Poling board : 1.14 cum Walling : 1.20 cum Ballies struts - 3.14/4x(0.125)^2 : 0.63 cum Total of carriage = 2.97 Taking half = 2.97 / 2 = 1.485 cum 2204 Carraige of Timber cum 1.485100.11148.66LABOUR: Total:52987.47Add water charges @ 1% on 52987.47529.8753517.34Add C.P & OH @15% on 53517.348027.60Cost 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: 0128 Mate Day 0.20260.0052.000115 Coolie Day 2.50247.00617.500101 Bhisthi Day 0.20260.0052.00Total:721.50Add water charges @ 1% on 721.507.22728.72Add C.P & OH @15% on 728.72109.31Cost 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: 0128 Mate Day 0.10260.0026.000114 Beldar Day 1.10247.00271.70Total:297.70Add water charges @ 1% on 297.702.98300.68Add C.P & OH @15% on 300.6845.10Cost 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 rock Details of Cost for : 10.00 CumCodeDescriptionUnitQuantityRateAmountLABOUR: 0128 Mate Day 0.20260.0052.000114 Beldar Day 1.95247.00481.65Total:533.65Add water charges @ 1% on 533.655.34538.99Add C.P & OH @15% on 538.9980.85Cost 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: 6501 Jamuna sand cum 10.00500.005000.002335 Carriage of Jamuna sand cum 10.0087.60876.00LABOUR: 0114 Beldar Day 0.89247.00219.830115 Coolie Day 1.07247.00264.290101 Bhishti Day 0.35260.0091.00Total:6451.12Add water charges @ 1% on 6451.1264.516515.63Add C.P & OH @15% on 6515.63977.34Cost 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: 0114 Beldar Day 1.97247.00486.590115 Coolie Day 1.29247.00318.63Total:805.22Add water charges @ 1% on 805.228.05813.27Add C.P & OH @15% on 813.27121.99Cost 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 soil Details of Cost for : 100.00 SqmCodeDescriptionUnitQuantityRateAmountLABOUR: 0114 Beldar Day 2.75247.00679.250101 Bhisti Day 0.50260.00130.00Total:809.25Add water charges @ 1% on 809.258.09817.34Add C.P & OH @15% on 817.34122.60Cost 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 holes Earth work 10 x 0.30 (Avge) = 3.00cum Rate as per Item 2.8.1 02.008.01 E/W excavation in foundation trenches .. .. All kinds of soil. Cum 3.00130.78392.34A 9999 Extra labour for ramming L.S. 13.521.4920.14Total:412.48Add water charges @ 1% except on [A] i.e on 20.140.20412.68Add C.P & OH @15% except on [A] i.e on 20.343.05Cost 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 Rock Details of Cost for : 10.00 NosCodeDescriptionUnitQuantityRateAmountDetails of cost for 10 holes Earth work 10 x 0.30 (Avge) = 3.00cum Rate as per Item 2.8.1 02.009.01 E/W excavation in foundation trenches .. .. Ordinary rok Cum 3.00212.00636.00A 9999 Extra labour for ramming L.S. 13.521.4920.14Total:656.14Add water charges @ 1% except on [A] i.e on 20.140.20656.34Add C.P & OH @15% except on [A] i.e on 20.343.05Cost 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 holes Earth work 10 x 0.30 (Avge) = 3.00cum Rate as per Item 2.8.1 02.009.02 E/W excavation in foundation trenches .. .. Hard rock (requiring blasting) Cum 3.00378.821136.46A 9999 Extra labour for ramming L.S. 13.521.4920.14Total:1156.60Add water charges @ 1% except on [A] i.e on 20.140.201156.80Add C.P & OH @15% except on [A] i.e on 20.343.05Cost 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 prohibited Details of Cost for : 10.00 NosCodeDescriptionUnitQuantityRateAmountDetails of cost for 10 holes Earth work 10 x 0.30 (Avge) = 3.00cum Rate as per Item 2.8.1 02.009.03 E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited) Cum 3.00491.971475.91A 9999 Extra labour for ramming L.S. 13.521.4920.14Total:1496.05Add water charges @ 1% except on [A] i.e on 20.140.201496.25Add C.P & OH @15% except on [A] i.e on 20.343.05Cost 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 SqmCodeDescriptionUnitQuantityRateAmount0114 Beldar Day 1.08247.00266.760115 Coolie Day 0.60247.00148.20Total:414.96Add water charges @ 1% on 414.964.15419.11Add C.P & OH @15% on 419.1162.87Cost 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: 0114 Beldar Day 0.60247.00148.200115 Coolie Day 0.25247.0061.759999 Sundries L.S. 1.821.492.71Total:212.66Add water charges @ 1% on 212.662.13214.79Add C.P & OH @15% on 214.7932.22Cost 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. 3m quantity 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 removing the roots from the soil and then filling in Pit and depresions. 0114 Beldar Day 0.33247.0081.510115 Coolie Day 0.17247.0041.999999 Sundries L.S. 2.731.494.07Total:127.57Add water charges @ 1% on 127.571.28128.85Add C.P & OH @15% on 128.8519.33Cost 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 cum 20% branches = 0.07 cum Total = 0.42 cum Labour for cutting the trees and removing in roots from the soil filling in pit and the depresions 0114 Beldar Day 1.50247.00370.500115 Coolie Day 0.75247.00185.259999 Sundries L.S. 5.461.498.14Total:563.89Add water charges @ 1% on 563.895.64569.53Add C.P & OH @15% on 569.5385.43Cost 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