Reinforced Cement Concrete (RCC)CPWD DSR Civil 2023 · Item 5.2.2

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RCC — 1:1.5:3

All coefficients below are per 91.8 cum of finished work — every material, labour trade, machine, carriage line and sub-analysis this item consumes, exactly as CPWD lists them.

Major materials at a glance

Coarse Aggregate
52.326cum
Stone Aggregate (Single size) : 20 mm nominal size
Coarse Aggregate
25.704cum
Stone Aggregate (Single size) : 10 mm nominal size
Fine Aggregate (Sand)
39.015cum
Coarse sand (zone III)
Cement
36.72tonne
Portland Cement (OPC-43 Grade)

Complete analysis

Materials 4

IngredientQuantityUnit
Stone Aggregate (Single size) : 20 mm nominal size Coarse Aggregate 52.326 cum
Stone Aggregate (Single size) : 10 mm nominal size Coarse Aggregate 25.704 cum
Coarse sand (zone III) Fine Aggregate (Sand) 39.015 cum
Portland Cement (OPC-43 Grade) Cement 36.72 tonne

Labour 6

IngredientQuantityUnit
Beldar 112.9 day
Coolie 75.3 day
Bhisti 82.6 day
Mason 1st class 9.2 day
Mason 2nd class 9.2 day
Coolie 137.7 day

Machinery & Plant 2

IngredientQuantityUnit
Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper 6.4 day
Vibrator (Needle type 40 mm) 6.4 day

Carriage 3

IngredientQuantityUnit
Carriage of Stone aggregate below 40 mm nominal size 78.03 cum
Carriage of Coarse sand 39.015 cum
Carriage of Cement 36.72 tonne

Sundries & Lump Sum 2

IngredientQuantityUnit
Sundries 1318.2 L.S.
Sundries 4200.3 L.S.

Full DSR item description

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : - 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Coefficients are taken from the CPWD analysis of rates for DSR Civil 2023. Basic rates are revised by cost index and correction slips, so multiply these quantities by current market rates rather than assuming a published rate is still live.

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