Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level
Concrete of M50 grade with minimum cement content of 410 kg /cum
- Item code
- 5.33.2.5
- Sub-head
- SH 5 · REINFORCED CEMENT CONCRETE
- Unit
- 1.00 cum
- Source row
- 3139
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for 1.00 cum | |||||
| MATERIAL | |||||
| 0295 | Stone Aggregate (Single size) : 20 mm nominal size | cum | 0.57 | ₹1,425.00 | ₹812.25 |
| 0297 | Stone Aggregate (Single size) : 10 mm nominal size | cum | 0.28 | ₹1,400.00 | ₹392.00 |
| 2202 | Carriage of Stone aggregate below 40 mm nominal size | cum | 0.85 | ₹0.00 | ₹0.00 |
| 0982 | Coarse sand (zone III) | cum | 0.425 | ₹1,450.00 | ₹616.25 |
| 2203 | Carriage of Coarse sand | cum | 0.425 | ₹0.00 | ₹0.00 |
| 0367 | Ordinary/Pozzolana/Slag Cement | tonne | 0.41 | ₹5,156.00 | ₹2,113.96 |
| 2209 | Carriage of Cement | tonne | 0.41 | ₹0.00 | ₹0.00 |
| 7318 | Plasticizer / super plasticizer(0.50% of cement) | kilogram | 2.05 | ₹30.00 | ₹61.50 |
| Production cost, pumping to respective floors and laying in position | |||||
| 0004 | Production cost of concrete by batch mix plant / ready mixed plant. | cum | 1 | ₹450.00 | ₹450.00 |
| 0009 | Pumping charges of concrete including hire charges of pump, carriage charges for all leads,piping work & accessories etc. | cum | 1 | ₹250.00 | ₹250.00 |
| Labour for pouring, consolidating & curing | |||||
| 0155 | Mason (average) | day | 0.17 | ₹857.00 | ₹145.69 |
| 0114 | Beldar | day | 2 | ₹736.00 | ₹1,472.00 |
| 0101 | Bhisti | day | 0.9 | ₹816.00 | ₹734.40 |
| 0012 | Vibrator(Needle type 40mm) | day | 0.07 | ₹400.00 | ₹28.00 |
| 9999 | Sundries | L.S. | 13 | ₹2.27 | ₹29.51 |
| — | Extra cost of additional piping work and accessories etc. upto floor V level = 100% of P | — | — | — | ₹250.00 |
Rate build-up
| TOTAL | ₹7,355.56 |
| Add 1 % Water charges on "W" | ₹73.56 |
| TOTAL | ₹7,429.12 |
| Add GST on "X" (multiplying factor 0.2127) | ₹1,580.17 |
| TOTAL | ₹9,009.29 |
| Add 15% CPOH on "Y" | ₹1,351.39 |
| TOTAL | ₹10,360.68 |
| Add Cess @ 1% on "Z" | ₹103.61 |
| Cost per 1.00 cum | ₹10,464.29 |
| Say | ₹10,464.30 |