Spreadsheet: 881775d1729943407-data-driven-from-prime-data-to-abstract-as-requires-requet-formula
Sheet: RA

Item | Resource | Description | Unit | Qty | Rate | Amount | Remarks
RCC 1:1:2 | Material | Stone aggregate 20mm | cum | 0.64 | 1050 |  | Up-to Plinth
RCC 1:1:2 | Material | Stone aggregate 10mm | cum | 0.21 | 1050 |  | Up-to Plinth
RCC 1:1:2 | Material | Sand | cum | 0.425 | 1120 |  | Up-to Plinth
RCC 1:1:2 | Material | Cement | tonne | 0.61 | 5000 |  | Up-to Plinth
RCC 1:1:2 | Labour | Mason | Day | 0.17 | 287 |  | Up-to Plinth
RCC 1:1:2 | Labour | Helper | Day | 2 | 247 |  | Up-to Plinth
RCC 1:1:2 | Labour | W-Helper | Day | 1.38 | 260 |  | Up-to Plinth
RCC 1:1:2 | Tools | Mixer | Day | 0.07 | 800 |  | Up-to Plinth
RCC 1:1:2 | Tools | Vibrator | Day | 0.07 | 300 |  | Up-to Plinth
RCC 1:1:2 | Cost | Sundries | L.S. | 14.3 | 1.49 |  | Up-to Plinth
RCC 1:1:2 | Material | water charges - 1% | % |  |  |  | Up-to Plinth
RCC 1:1:2 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Up-to Plinth
RCC 1:1.5:3 | Material | Stone aggregate 20mm | cum | 0.57 | 1050 |  | Up-to Plinth
RCC 1:1.5:3 | Material | Stone aggregate 10mm | cum | 0.28 | 1050 |  | Up-to Plinth
RCC 1:1.5:3 | Material | Sand | cum | 0.425 | 1120 |  | Up-to Plinth
RCC 1:1.5:3 | Material | Cement | tonne | 0.4 | 5000 |  | Up-to Plinth
RCC 1:1.5:3 | Labour | Mason | Day | 0.17 | 287 |  | Up-to Plinth
RCC 1:1.5:3 | Labour | Helper | Day | 2 | 247 |  | Up-to Plinth
RCC 1:1.5:3 | Labour | W-Helper | Day | 0.9 | 260 |  | Up-to Plinth
RCC 1:1.5:3 | Tools | Mixer | Day | 0.07 | 800 |  | Up-to Plinth
RCC 1:1.5:3 | Tools | Vibrator | Day | 0.07 | 300 |  | Up-to Plinth
RCC 1:1.5:3 | Cost | Sundries | L.S. | 14.3 | 1.49 |  | Up-to Plinth
RCC 1:1.5:3 | Material | water charges - 1% | % |  |  |  | Up-to Plinth
RCC 1:1.5:3 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Up-to Plinth
RCC 1:2:4 | Material | Stone aggregate 20mm | cum | 0.67 | 1050 |  | Up-to Plinth
RCC 1:2:4 | Material | Stone aggregate 10mm | cum | 0.22 | 1050 |  | Up-to Plinth
RCC 1:2:4 | Material | Sand | cum | 0.445 | 1120 |  | Up-to Plinth
RCC 1:2:4 | Material | Cement | tonne | 0.32 | 5000 |  | Up-to Plinth
RCC 1:2:4 | Labour | Mason | Day | 0.17 | 287 |  | Up-to Plinth
RCC 1:2:4 | Labour | Helper | Day | 2 | 247 |  | Up-to Plinth
RCC 1:2:4 | Labour | W-Helper | Day | 0.9 | 260 |  | Up-to Plinth
RCC 1:2:4 | Tools | Mixer | Day | 0.07 | 800 |  | Up-to Plinth
RCC 1:2:4 | Tools | Vibrator | Day | 0.07 | 300 |  | Up-to Plinth
RCC 1:2:4 | Cost | Sundries | L.S. | 14.3 | 1.49 |  | Up-to Plinth
RCC 1:2:4 | Material | water charges - 1% | % |  |  |  | Up-to Plinth
RCC 1:2:4 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Up-to Plinth
RCC 1:1:2 | Material | Stone aggregate 20mm | cum | 0.64 | 1050 |  | Retaing Wall
RCC 1:1:2 | Material | Stone aggregate 10mm | cum | 0.21 | 1050 |  | Retaing Wall
RCC 1:1:2 | Material | Sand | cum | 0.425 | 1120 |  | Retaing Wall
RCC 1:1:2 | Material | Cement | tonne | 0.61 | 5000 |  | Retaing Wall
RCC 1:1:2 | Labour | Helper | Day | 2.050108932461874 | 247 |  | Retaing Wall
RCC 1:1:2 | Labour | W-Helper | Day | 0.8997821350762527 | 260 |  | Retaing Wall
RCC 1:1:2 | Labour | Mason | Day | 0.2004357298474946 | 301 |  | Retaing Wall
RCC 1:1:2 | Tools | Mixer | Day | 0.06971677559912855 | 800 |  | Retaing Wall
RCC 1:1:2 | Tools | Vibrator | Day | 0.06971677559912855 | 300 |  | Retaing Wall
RCC 1:1:2 | Cost | Sundries | L.S. | 14.35947712418301 | 1.49 |  | Retaing Wall
RCC 1:1:2 | Cost | Scaffolding | L.S. | 45.75490196078431 | 1.49 |  | Retaing Wall
RCC 1:1:2 | Labour | Helper | Day | 1.87363834422658 | 247 |  | Retaing Wall
RCC 1:1:2 | Material | water charges - 1% | % |  |  |  | Retaing Wall
RCC 1:1:2 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Retaing Wall
[NAME] 1:4 | Material | Bricks | Nos | 494 | 2.9 |  | Upto Plinth Level
[NAME] 1:4 | Labour | Mason | Day |  | 301 |  | Upto Plinth Level
[NAME] 1:4 | Labour | W-Helper | Day | 1.37 | 247 |  | Upto Plinth Level
[NAME] 1:4 | Labour | Helper | Day | 0.2 | 260 |  | Upto Plinth Level
[NAME] 1:4 | Cost | Sundries | L.S. | 2.73 | 1.49 |  | Upto Plinth Level
[NAME] 1:4 | Material | Cement | tonne | 0.095 | 5000 |  | Upto Plinth Level
[NAME] 1:4 | Material | Fine sand | cum | 0.2675 | 1120 |  | Upto Plinth Level
[NAME] 1:4 | Labour | Helper | Day | 0.1875 | 247 |  | Upto Plinth Level
[NAME] 1:4 | Labour | W-Helper | Day | 0.0175 | 260 |  | Upto Plinth Level
[NAME] 1:4 | Tools | Hire and running charges of mechanical mixer | L.S. | 6.7275 | 1.49 |  | Upto Plinth Level
[NAME] 1:4 | Cost | Sundries | L.S. | 3.38 | 1.49 |  | Upto Plinth Level
[NAME] 1:4 | Material | water charges - 1% | % |  |  |  | Upto Plinth Level
[NAME] 1:4 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Upto Plinth Level
[NAME] 1:6 | Material | Bricks | Nos | 494 | 2.9 |  | Upto Plinth Level
[NAME] 1:6 | Labour | Mason | Day |  | 301 |  | Upto Plinth Level
[NAME] 1:6 | Labour | W-Helper | Day | 1.37 | 247 |  | Upto Plinth Level
[NAME] 1:6 | Labour | Helper | Day | 0.2 | 260 |  | Upto Plinth Level
[NAME] 1:6 | Cost | Sundries | L.S. | 2.73 | 1.49 |  | Upto Plinth Level
[NAME] 1:6 | Material | Cement | tonne | 0.0625 | 5000 |  | Upto Plinth Level
[NAME] 1:6 | Material | Fine sand | cum | 0.2675 | 1120 |  | Upto Plinth Level
[NAME] 1:6 | Labour | Helper | Day | 0.1875 | 247 |  | Upto Plinth Level
[NAME] 1:6 | Labour | W-Helper | Day | 0.0175 | 260 |  | Upto Plinth Level
[NAME] 1:6 | Tools | Hire and running charges of mechanical mixer | L.S. | 6.7275 | 1.49 |  | Upto Plinth Level
[NAME] 1:6 | Cost | Sundries | L.S. | 3.38 | 1.49 |  | Upto Plinth Level
[NAME] 1:6 | Material | water charges - 1% | % |  |  |  | Upto Plinth Level
[NAME] 1:6 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Upto Plinth Level
 |  |  |  | 0.4