Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
. All works above plinth and upto floor V level
Concrete of M10 grade with minimum cement content of 220 kg /cum.
(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 100% each).
- Item code
- 4.20A.2.1
- Sub-head
- SH 4 · CONCRETE WORK
- Unit
- 1.00 cum
- Source row
- 2116
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for 1.00 cum | |||||
| MATERIAL | |||||
| 0279 | Recycled Concrete Aggregate (RCA)) 20 mm nominal size | cum | 0.89 | ₹957.00 | ₹851.73 |
| 2202 | Carriage of Stone aggregate below 40 mm nominal size | cum | 0.89 | ₹0.00 | ₹0.00 |
| 0278 | Fine aggregate derivered from recycled concrete aggregate (RCA) | cum | 0.47 | ₹957.00 | ₹449.79 |
| 2203 | Carriage of fine aggregate derivered from recycled concrete aggregate (RCA) | cum | 0.47 | ₹0.00 | ₹0.00 |
| 0367 | Ordinary/Pozzolana/Slag Cement | tonne | 0.22 | ₹5,156.00 | ₹1,134.32 |
| 2209 | Carriage of Cement | tonne | 0.22 | ₹0.00 | ₹0.00 |
| 7318 | Plasticizer / super plasticizer | kilogram | 1.1 | ₹30.00 | ₹33.00 |
| 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 carriage for all leads and hire charges of pump, 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 | ₹5,828.44 |
| Add 1 % Water charges on "W" | ₹58.28 |
| TOTAL | ₹5,886.72 |
| Add GST on "X" (multiplying factor 0.2127) | ₹1,252.11 |
| TOTAL | ₹7,138.83 |
| Add 15% CPOH on "Y" | ₹1,070.82 |
| TOTAL | ₹8,209.65 |
| Add Cess @ 1% on "Z" | ₹82.10 |
| Cost per 1.00 cum | ₹8,291.75 |
| Say | ₹8,291.75 |