Home / **labour required to cover 1 cum of concrete **

Jul 21, 2018· Mason 3.7 days Labour 35 days Water carrier 13.9 days Bar bender 1 day/ 100 kg Mixer operator-0.72 days Vibrator operator0.72 days Day means 8 hours with lunch break of

Feb 22, 2016· Labor. 0.25 0.20. 0.23. 0.20. 0.30. 0.20. 12) Reinforcement: Bar reinforcement including cutting to length, hooked ends, cranking or bending, hoisting and placing in any position, binding wire and holding firmly so as not to be disturbed while placing and ramming of concrete. Quintal: Bar bender Labor. 1.00 1.00. 13) Plastering and pointing:

In a project budget, the toughest thing is to identify the source of material and required manpower calculation. We have to deploy adequate manpower to complete a certain activity without any chaos.. In this post, we had listed out the approx labour requirement for civil works and also Labour output per day for different works.. In the earlier post, we had seen the material calculation for

Labours required are presented in terms of days required by particular labour to complete its work for the given quantity of concrete. Following are the various labours required: Mason: As per Standard Schedule of Rates and Analysis of Rates, One mason is required for 0.37 days. Labours: One Unskilled labours required for 3.5 days. Water carrier:

Density of concrete = 2400 kg/cum. So, 1 bag of cement produces = 400/2400 = 0.167 cum. No. of bags required for 01 cum of concrete = 1/0.167 = 5.98 bags ~ 6 bags. From above, if the concrete mix is 1:2:4,to get a cubic meter of concrete we require. 1.Cement = 6 bags = 300 kgs. 2.Fine Aggregate = 115/0.167 = 689 kg

Answer / sjtbehera. For M20 Grade conc. Head mason .05 x Rs 200 = Rs 10.00 Mason .3 x Rs 190 = Rs 57.00 Labour 2.5 x Rs 90 = Rs 225 _____ Total amount Rs 292.00

1) Excavation in foundations, trenches etc., in ordinary soil including disposal up to 30m (100’) and lift of 1.5m(5ft) –5 beldars and 4 mazdoors can do 28.30 cum (1000cuft) per day. 2) Refilling excavated earth in foundations, pointh etc, including consolidation in 15cm(6”) layers-3 beldars, 2 mazdoors and ½ bhisti can do 28.30 cum

How to Calculate Cost of Concrete Work for 1 m3 of volume: Let’s consider the concrete mix of M 20 (1:1.5:3), where, 1 is the part of cement, 1.5 is the part of fine aggregates and 3 is the part of coarse aggregates having size of 20mm. The water-cement ratio adopted for mixing of concrete is 0.45.

Example calculation Estimate the quantity of cement, sand and stone aggregate required for 1 cubic meter of 1:2:4 concrete mix. Ans. Materials required are 7 nos. of 50 kg bag of cement, 0.42 m 3 of sand and 0.83 m 3 of stone aggregate.

Jan 02, 2018· You may require the following quanties of steel reinforcements per one cum of cement concrete which is expressed in kg:- 1.Column footings 75 kg use 10 or 12 mm dia rods 2.Grade beams 100kg use 12,16 mm dia rods -85%; 8 and 6mmdia rods -15% 3.Plin...

Answer / sjtbehera. For M20 Grade conc. Head mason .05 x Rs 200 = Rs 10.00 Mason .3 x Rs 190 = Rs 57.00 Labour 2.5 x Rs 90 = Rs 225 _____ Total amount Rs 292.00

1) Excavation in foundations, trenches etc., in ordinary soil including disposal up to 30m (100’) and lift of 1.5m(5ft) –5 beldars and 4 mazdoors can do 28.30 cum (1000cuft) per day. 2) Refilling excavated earth in foundations, pointh etc, including consolidation in 15cm(6”) layers-3 beldars, 2 mazdoors and ½ bhisti can do 28.30 cum

Example calculation Estimate the quantity of cement, sand and stone aggregate required for 1 cubic meter of 1:2:4 concrete mix. Ans. Materials required are 7 nos. of 50 kg bag of cement, 0.42 m 3 of sand and 0.83 m 3 of stone aggregate.

Nov 20, 2019· Estimating the cost of new concrete involves much more than the price of concrete per yard (or meter).There are many variables to consider, such as surface prep, formwork, reinforcing materials, and finish work, plus the cost of the ready-mix concrete, that will add up to

Two Laborers 8 hours @ $1.95—$ 31.20 One Truck Dri v er 4 hours @ $2.03—$ 8.12 Total for 60 hours $ 2 1 4 . 3 2 $214.32 60 = $3.572 composite manhour rate For the project under consideration, with the pro d u c tivity efficiency rated at 65 percent, the manhour ra t e would be evaluated by multiplying $3.572 by 1.05, which

Apr 20, 2018· BrickWork Calculation & best automatic calculator to find quantity of bricks with or without mortar and you can also add thickness of RCC bed if required in calculation. Types of Bricks, How to calculate the no. of bricks required for 1 cubic meter, No. of bricks required in a wall.

Jan 26, 2017· We will calculate quantities of materials for 1 m3 concrete (By volume). Required water for 1 bag cement = 0.45 × 0.0353 = 0.0159 cum. Where volume of 50 kg cement = 0.0353 cum. 1 m3 water = 1000 Litre. Required water for 1 bag cement=0.0159

Dec 21, 2016· =0.0347 cum. ∴ No. of cement bags required in 1 cubic meter = 0.2171/0.0347 = 6.25 bags. Any one please send mix design for m30 grade of concrete using 1%, 1.5%,2% crimped Steel and poly propylene fibres. Farjad January 25, 2018 at 3:19 pm Nominal Cover And Effective Cover;

Plaster of 1:4 Cement : sand (Volume proportion) Volume of 1 Bag of Cement (50 kg) = 36 litre or 0.036 cum (cement loose density as 1440 kgs/cum) Volume of Sand required (using 1:4 proportion) = 0.036 x 4 = 0.144 x 1600 = 230 kgs (considering sand dry bulk density as 1600 kgs/cum.)

Convert dimensions to feet if they aren’t already. Conversion calculators make it easy to convert inches to feet, yards to feet or meters to feet.; Multiply the width times the length times the height (W x L x H). You can also use our volume calculator to find cubic yardage of a space.; Convert the volume to cubic yards from cubic feet. To do so, divide the cubic footage by 27 to get the

Aug 03, 2018· Consider volume of concrete = 1m3. Dry Volume of Concrete = 1 x 1.54 = 1.54 m3 (For Dry Volume Multiply By 1.54) Now we start calculation for find Cement, Sand and Aggregate quality in 1 cubic meter concrete. CALCULATION FOR CEMENT QUANTITY; Cement= (1/5.5) x 1.54 = 0.28 m 3 ∴ 1 is a part of cement, 5.5 is sum of ratio

The maximum reinforcement required is0.4% of the concrete area, as we know the area of reinforcement required according design using any code of standards is r*b*d.....where r---is the steel ratio, b----effective width of the section of the element and d-----is the depth from the top compression zone to the center of the reinforcement.

1. Precast Concrete Products, Bricks and Block Making Other sections to be included when developed Part 4 Labour-based construction technologies 1. Labour-based open channel flow technology 2. Rubble masonry concrete dam construction technology 3. Rubble masonry concrete arch bridge construction technology 4. Foamed bitumen gravel. 5.

assume for M20 grade of 350kg cement for 1cum of concrete is first convert the 4" thk to feet i,e 4/12= 0.333' then, 1000x0.333= 333cft convert 333cft to cmt i e, 333/35.28=9.438 for 9.438cmt of concrete cement required is 9.438x350=3303.3kg then convert it in to bags 3303.3/50=66.066bags so the cement reqired is 66.066bags.

Answer / sjtbehera. For M20 Grade conc. Head mason .05 x Rs 200 = Rs 10.00 Mason .3 x Rs 190 = Rs 57.00 Labour 2.5 x Rs 90 = Rs 225 _____ Total amount Rs 292.00

1. Precast Concrete Products, Bricks and Block Making Other sections to be included when developed Part 4 Labour-based construction technologies 1. Labour-based open channel flow technology 2. Rubble masonry concrete dam construction technology 3. Rubble masonry concrete arch bridge construction technology 4. Foamed bitumen gravel. 5.

assume for M20 grade of 350kg cement for 1cum of concrete is first convert the 4" thk to feet i,e 4/12= 0.333' then, 1000x0.333= 333cft convert 333cft to cmt i e, 333/35.28=9.438 for 9.438cmt of concrete cement required is 9.438x350=3303.3kg then convert it in to bags 3303.3/50=66.066bags so the cement reqired is 66.066bags.

The maximum reinforcement required is0.4% of the concrete area, as we know the area of reinforcement required according design using any code of standards is r*b*d.....where r---is the steel ratio, b----effective width of the section of the element and d-----is the depth from the top compression zone to the center of the reinforcement.

Convert dimensions to feet if they aren’t already. Conversion calculators make it easy to convert inches to feet, yards to feet or meters to feet.; Multiply the width times the length times the height (W x L x H). You can also use our volume calculator to find cubic yardage of a space.; Convert the volume to cubic yards from cubic feet. To do so, divide the cubic footage by 27 to get the

Concrete Ingredients Calculation. For Cement, Sand and Coarse Aggregate. This is a Volumetric Calculation. Assuming we need 2 m 3 of concrete for M20 Concrete Mix, (Mix Ratio, M20 = 1 : 1.5 : 3) Total Part of the Concrete = 1+1.5+3 = 5.5 Parts. Therefore, Cement Quantity = (Cement Part / Concrete Parts ) * Concrete Volume

Best concrete calculator for working out the price of ready mix concrete and screed for floors, foundations and bases Readymix Concrete

Nov 04, 2020· Rubble: 2400*0.3529*1.25 = Rs.1058. Labour : 2000*0.3529= Rs.706 1.You shall observe that the rate for Rubble masonry in cement mortar in CM 1 :6 and the rate for plain cement concrete in proportion 1:4:8 are almost equal. 2. The material wastage is a point on which I need to elaborate. 1 CuM = 35.29 Cft. 1 Brass = 100 Cft. Therefore

cubic metre of concrete poured. The two most important measures of labour productivity are: • the effectiveness with which labour is used in the construction process; • the relative efficiency of labour doing what it is required to do at a given time and place. Examples of the first measure are the labour dollars required to produce a square

without installation (with no labor cost) do not include an allowance for waste and coverage except as noted. Labor Costs Labor Costs for installing the material or doing the work described are listed in the column headed “Labor.” The labor cost per unit is the labor

CSA S269.1 Falsework and formwork CSA S413 Parking Structures CSA S6 Canadian Highway Bridge Design Code CSA S806 Design and construction of building structures with fibre-reinforced polymers Masonry The vast majority of masonry structures in Canada conform to the requirements of the following standards: CSA A165.1 Concrete

1) Slab 1% of the total volume of concrete 2) Beam 2% of the total volume of concrete 3) Column 2.5% of total volume of concrete 4) Footings 0.8% of the total volume of concrete. Example: How to calculate the steel quantity of slab having the Length, width, and depth of the slab is 5m x 4m x 0.15m. Step 1: Calculate the Volume

DIVISION 100 GENERAL REQUIREMENTS Page 2 of 121 Table 16. Variable Haul Cost ($/M Gallons-Mile and $/Ton-Mile) for a 3000 Gallon Water Truck in

The density of concrete is 3.15 g/cm 3 while the density of aggregate will vary by the type of stone used. For instance, gravel has a much higher density than vermiculite. The density of a typical concrete mix is 2.4 g/cm 3 or 150 lbs/ft 3. Different mixes of concrete will use more or less aggregate as well. For instance, the preferred concrete

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