Spreadsheet: 881433d1729516974-abstract-the-materials-with-timeline-abstract
Sheet: RA

Item | Resource | Description | Unit | Qty | Rate | Amount | Remarks | Item
RCC 1:1:2 | Material | Stone aggregate 20mm | cum | 0.64 | 1050 |  | Up-to Plinth | RCC 1:1:2
RCC 1:1:2 | Material | Stone aggregate 10mm | cum | 0.21 | 1050 |  | Up-to Plinth | RCC 1:1.5:3
RCC 1:1:2 | Material | Sand | cum | 0.425 | 1120 |  | Up-to Plinth | RCC 1:2:4
RCC 1:1:2 | Material | Cement | tonne | 0.61 | 5000 |  | Up-to Plinth | [NAME] 1:4
RCC 1:1:2 | Labour | Mason | Day | 0.17 | 287 |  | Up-to Plinth | [NAME] 1:6
RCC 1:1:2 | Labour | Helper | Day | 2 | 247 |  | Up-to Plinth | SS Brick Work CM 1:4
RCC 1:1:2 | Labour | W-Helper | Day | 1.38 | 260 |  | Up-to Plinth | SS Brick Work CM 1:6
RCC 1:1:2 | Tools | Mixer | Day | 0.07 | 800 |  | Up-to Plinth | Cement Mortar CM 1:3
RCC 1:1:2 | Tools | Vibrator | Day | 0.07 | 300 |  | Up-to Plinth | Cement Mortar CM 1:4
RCC 1:1:2 | Cost | Sundries | L.S. | 14.3 | 1.49 |  | Up-to Plinth | Cement Mortar CM 1:5
RCC 1:1:2 | Material | water charges - 1% | % |  |  |  | Up-to Plinth | Cement Mortar CM 1:6
RCC 1:1:2 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Up-to Plinth | 12mm Plastering in CM 1:4
RCC 1:1.5:3 | Material | Stone aggregate 20mm | cum | 0.57 | 1050 |  | Up-to Plinth | 12mm Plastering in CM 1:6
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
SS Brick Work CM 1:4 | Material | Bricks | Nos | 494 | 2.9 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Labour | Mason | Day |  | 301 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Labour | W-Helper | Day | 1.8 | 247 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Labour | Helper | Day | 0.2 | 260 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Cost | Scaffolding | L.S | 22.36 | 1.49 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Cost | Sundries | L.S. | 2.73 | 1.49 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Material | Cement | tonne | 0.095 | 5000 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Material | Fine sand | cum | 0.2675 | 1120 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Labour | Helper | Day | 0.1875 | 247 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Labour | W-Helper | Day | 0.0175 | 260 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Tools | Hire and running charges of mechanical mixer | L.S. | 6.7275 | 1.49 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Cost | Sundries | L.S. | 3.38 | 1.49 |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Material | water charges - 1% | % |  |  |  | Plinth to 1st Flr
SS Brick Work CM 1:4 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Material | Bricks | Nos | 494 | 2.9 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Labour | Mason | Day |  | 301 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Labour | W-Helper | Day | 1.8 | 247 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Labour | Helper | Day | 0.2 | 260 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Cost | Scaffolding | L.S | 22.36 | 1.49 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Cost | Sundries | L.S. | 2.73 | 1.49 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Material | Cement | tonne | 0.0625 | 5000 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Material | Fine sand | cum | 0.2675 | 1120 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Labour | Helper | Day | 0.1875 | 247 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Labour | W-Helper | Day | 0.0175 | 260 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Tools | Hire and running charges of mechanical mixer | L.S. | 6.7275 | 1.49 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Cost | Sundries | L.S. | 3.38 | 1.49 |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Material | water charges - 1% | % |  |  |  | Plinth to 1st Flr
SS Brick Work CM 1:6 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Plinth to 1st Flr
Cement Mortar CM 1:4 | Material | Cement | tonne | 0.38 | 5000 |  | General Fine Sand
Cement Mortar CM 1:4 | Material | Fine sand | cum | 1.07 | 640 |  | General Fine Sand
Cement Mortar CM 1:4 | Labour | Beldar | Day | 0.75 | 247 |  | General Fine Sand
Cement Mortar CM 1:4 | Labour | Bhisti | Day | 0.07 | 260 |  | General Fine Sand
Cement Mortar CM 1:4 | Tools | Hire and running charges of mechanical mixer | L.S. | 26.91 | 1.49 |  | General Fine Sand
Cement Mortar CM 1:4 | Cost | Sundries | L.S. | 13.52 | 1.49 |  | General Fine Sand
12mm Plastering in CM 1:4 | Material | Cement | tonne | 0.005471999999999999 | 5000 |  | Fine Sand
12mm Plastering in CM 1:4 | Material | Fine sand | cum | 0.015408 | 640 |  | Fine Sand
12mm Plastering in CM 1:4 | Labour | Beldar | Day | 0.0108 | 247 |  | Fine Sand
12mm Plastering in CM 1:4 | Labour | Bhisti | Day | 0.001008 | 260 |  | Fine Sand
12mm Plastering in CM 1:4 | Tools | Hire and running charges of mechanical mixer | L.S. | 0.387504 | 1.49 |  | Fine Sand
12mm Plastering in CM 1:4 | Cost | Sundries | L.S. | 0.194688 | 1.49 |  | Fine Sand
12mm Plastering in CM 1:4 | Labour | Mason | Day | 0.067 | 287 |  | Fine Sand
12mm Plastering in CM 1:4 | Labour | Helper | Day | 0.075 | 247 |  | Fine Sand
12mm Plastering in CM 1:4 | Labour | W-Helper | Day | 0.092 | 260 |  | Fine Sand
12mm Plastering in CM 1:4 | Cost | Scaffolding  and  sundries | L.S | 1.261 | 1.49 |  | Fine Sand
12mm Plastering in CM 1:4 | Material | water charges - 1% | % |  |  |  | Fine Sand
12mm Plastering in CM 1:4 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Fine Sand
Cement Mortar CM 1:6 | Material | Cement | tonne | 0.25 | 5000 |  | General Fine Sand
Cement Mortar CM 1:6 | Material | Fine sand | cum | 1.07 | 640 |  | General Fine Sand
Cement Mortar CM 1:6 | Labour | Beldar | Day | 0.75 | 247 |  | General Fine Sand
Cement Mortar CM 1:6 | Labour | Bhisti | Day | 0.07 | 260 |  | General Fine Sand
Cement Mortar CM 1:6 | Tools | Hire and running charges of mechanical mixer | L.S. | 26.91 | 1.49 |  | General Fine Sand
Cement Mortar CM 1:6 | Cost | Sundries | L.S. | 13.52 | 1.49 |  | General Fine Sand
12mm Plastering in CM 1:6 | Material | Cement | tonne | 0.0036 | 5000 |  | Fine Sand
12mm Plastering in CM 1:6 | Material | Fine sand | cum | 0.015408 | 640 |  | Fine Sand
12mm Plastering in CM 1:6 | Labour | Beldar | Day | 0.0108 | 247 |  | Fine Sand
12mm Plastering in CM 1:6 | Labour | Bhisti | Day | 0.001008 | 260 |  | Fine Sand
12mm Plastering in CM 1:6 | Tools | Hire and running charges of mechanical mixer | L.S. | 0.387504 | 1.49 |  | Fine Sand
12mm Plastering in CM 1:6 | Cost | Sundries | L.S. | 0.194688 | 1.49 |  | Fine Sand
12mm Plastering in CM 1:6 | Labour | Mason | Day | 0.067 | 287 |  | Fine Sand
12mm Plastering in CM 1:6 | Labour | [NAME] | Day | 0.075 | 247 |  | Fine Sand
12mm Plastering in CM 1:6 | Labour | Bhisti | Day | 0.092 | 260 |  | Fine Sand
12mm Plastering in CM 1:6 | Cost | Scaffolding  and  sundries | L.S | 1.261 | 1.49 |  | Fine Sand
12mm Plastering in CM 1:6 | Material | water charges - 1% | % |  |  |  | Fine Sand
12mm Plastering in CM 1:6 | Cost | Add 15% for contractor’s profit and overheads | % |  |  |  | Fine Sand
Cement Mortar CM 1:3 | Material | Cement | tonne | 0.51 | 5000 |  | General Fine Sand
Cement Mortar CM 1:3 | Material | Fine sand | cum | 1.07 | 640 |  | General Fine Sand
Cement Mortar CM 1:3 | Labour | Beldar | Day | 0.75 | 247 |  | General Fine Sand
Cement Mortar CM 1:3 | Labour | Bhisti | Day | 0.07 | 260 |  | General Fine Sand
Cement Mortar CM 1:3 | Tools | Hire and running charges of mechanical mixer | L.S. | 26.91 | 1.49 |  | General Fine Sand
Cement Mortar CM 1:3 | Cost | Sundries | L.S. | 13.52 | 1.49 |  | General Fine Sand
Cement Mortar CM 1:5 | Material | Cement | tonne | 0.31 | 5000 |  | General Fine Sand
Cement Mortar CM 1:5 | Material | Fine sand | cum | 1.07 | 640 |  | General Fine Sand
Cement Mortar CM 1:5 | Labour | Beldar | Day | 0.75 | 247 |  | General Fine Sand
Cement Mortar CM 1:5 | Labour | Bhisti | Day | 0.07 | 260 |  | General Fine Sand
Cement Mortar CM 1:5 | Tools | Hire and running charges of mechanical mixer | L.S. | 26.91 | 1.49 |  | General Fine Sand
Cement Mortar CM 1:5 | Cost | Sundries | L.S. | 13.52 | 1.49 |  | General Fine Sand
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Material | Vitrified floor tiles 60x60 | sqm | 1.025 | 865
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Material | Cement | tonne | 0.00912 | 5000
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Material | Fine sand | cum | 0.02568 | 640
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Labour | Beldar | Day | 0.018 | 247
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Labour | Bhisti | Day | 0.00168 | 260
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Tools | Hire and running charges of mechanical mixer | L.S. | 0.64584 | 1.49
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Cost | Sundries | L.S. | 0.32448 | 1.49
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Material | white cement | L.S. | 3.64 | 1.49
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Material | Cement slurry | tonne | 0.0033 | 5000 |  |  | over bed @ 3.3 kg per sqm
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Labour | Mason I class | Day | 0.2 | 301
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Labour | [NAME] | Day | 0.2 | 247
Vitrified floor tiles 60x60 cm. On 20mm thick CM 1:4 | Cost | Sundries | L.S. | 26.91 | 1.49
PCC [NAME] | Material | Stone aggregate 20mm | cum | 0.7 | 1050
PCC [NAME] | Material | Stone aggregate 10 mm | cum | 0.24 | 1050
PCC [NAME] | Material | Coarse sand | cum | 0.47 | 1120
PCC [NAME] | Material | Cement | tonne | 0.22 | 5000
PCC [NAME] | Labour | Mason | Day | 0.1 | 287 |  |  | (0.15674 cum)
PCC [NAME] | Labour | Beldar | Day | 1.63 | 247
PCC [NAME] | Labour | Bhishti | Day | 0.7 | 260
PCC [NAME] | Material | Mixer | Day | 0.07 | 800
PCC [NAME] | Material | Vibrator | Day | 0.07 | 300
PCC [NAME] | Cost | Sundries | L.S. | 13.52 | 1.49
PCC 1:3:6 SA-40 mm | Material | Stone aggregate 40mm |  | 0.65 | 950
PCC 1:3:6 SA-40 mm | Material | Stone aggregate 20mm |  | 0.24 | 1050
PCC 1:3:6 SA-40 mm | Material | Fine sand |  | 0.47 | 1120
PCC 1:3:6 SA-40 mm | Material | Cement |  | 0.22 | 5000
PCC 1:3:6 SA-40 mm | Labour | Mason |  | 0.1 | 287
PCC 1:3:6 SA-40 mm | Labour | Beldar |  | 1.63 | 247
PCC 1:3:6 SA-40 mm | Labour | Bhishti |  | 0.7 | 260
PCC 1:3:6 SA-40 mm | Material | Mixer |  | 0.07 | 800
PCC 1:3:6 SA-40 mm | Material | Vibrator |  | 0.07 | 300
PCC 1:3:6 SA-40 mm | Cost | Sundries |  | 13.52 | 1.49
PCC 1:4:8 SA-40 mm | Material | Stone aggregate 40mm |  | 0.65 | 950
PCC 1:4:8 SA-40 mm | Material | Stone aggregate 20mm |  | 0.24 | 1050
PCC 1:4:8 SA-40 mm | Material | Fine sand |  | 0.47 | 1120
PCC 1:4:8 SA-40 mm | Material | Cement |  | 0.17 | 5000
PCC 1:4:8 SA-40 mm | Labour | Mason |  | 0.1 | 287
PCC 1:4:8 SA-40 mm | Labour | Beldar |  | 1.63 | 247
PCC 1:4:8 SA-40 mm | Labour | Bhishti |  | 0.7 | 260
PCC 1:4:8 SA-40 mm | Material | Mixer |  | 0.07 | 800
PCC 1:4:8 SA-40 mm | Material | Vibrator |  | 0.07 | 300
PCC 1:4:8 SA-40 mm | Cost | Sundries |  | 13.52 | 1.49
PCC 1:5:10 SA-40 mm | Material | Stone aggregate 40mm |  | 0.65 | 950
PCC 1:5:10 SA-40 mm | Material | Stone aggregate 20mm |  | 0.24 | 1050
PCC 1:5:10 SA-40 mm | Material | Fine sand |  | 0.47 | 1120
PCC 1:5:10 SA-40 mm | Material | Cement |  | 0.13 | 5000
PCC 1:5:10 SA-40 mm | Labour | Mason |  | 0.1 | 287
PCC 1:5:10 SA-40 mm | Labour | Beldar |  | 1.63 | 247
PCC 1:5:10 SA-40 mm | Labour | Bhishti |  | 0.7 | 260
PCC 1:5:10 SA-40 mm | Material | Mixer |  | 0.07 | 800
PCC 1:5:10 SA-40 mm | Material | Vibrator |  | 0.07 | 300
PCC 1:5:10 SA-40 mm | Cost | Sundries |  | 13.52 | 1.49
DPC 40mm | Material | Stone aggregate 20mm | cum | 0.268 | 1050
DPC 40mm | Material | Stone aggregate 10mm | cum | 0.08800000000000001 | 1050
DPC 40mm | Material | Sand | cum | 0.178 | 1120
DPC 40mm | Material | Cement | tonne | 0.128 | 5000
DPC 40mm | Labour | Mason | Day | 0.068 | 287
DPC 40mm | Labour | Helper | Day | 0.8 | 247
DPC 40mm | Labour | W-Helper | Day | 0.36 | 260
DPC 40mm | Tools | Mixer | Day | 0.028 | 800
DPC 40mm | Tools | Vibrator | Day | 0.028 | 300
DPC 40mm | Cost | Sundries | L.S. | 5.720000000000001 | 1.49
[NAME] stone slab 20 mm | Material | [NAME] stone slab | sqm | 1.05 | 525
[NAME] stone slab 20 mm | Material | Cement | tonne | 0.00912 | 5000
[NAME] stone slab 20 mm | Material | Fine sand | cum | 0.02568 | 640
[NAME] stone slab 20 mm | Labour | Beldar | Day | 0.018 | 247
[NAME] stone slab 20 mm | Labour | Bhisti | Day | 0.00168 | 260
[NAME] stone slab 20 mm | Tools | Hire and running charges of mechanical mixer | L.S. | 0.64584 | 1.49
[NAME] stone slab 20 mm | Cost | Sundries | L.S. | 0.32448 | 1.49
[NAME] stone slab 20 mm | Labour | Mason | Day | 1.4 | 301
[NAME] stone slab 20 mm | Labour | Beldar | Day | 0.65 | 247
[NAME] stone slab 20 mm | Labour | [NAME] | Day | 0.65 | 247
[NAME] stone slab 20 mm | Labour | Moulding and edge polishing | L.S. | 78 | 1.49
[NAME] stone slab 20 mm | Material | Sundries  apoxy resin & cutting machine etc. | L.S. | 32.5 | 1.49
Granite Stone slab Urinal partitions 750x500x18 mm
Stone tile wall lining work 12mm thick bed CM 1:3 | Material | 8 mm thick granite stone tiles | sqm | 1.025 | 675
Stone tile wall lining work 12mm thick bed CM 1:3 | Material | Cement | tonne | 0.007140000000000001 | 5000
Stone tile wall lining work 12mm thick bed CM 1:3 | Material | Fine sand | cum | 0.01498 | 640
Stone tile wall lining work 12mm thick bed CM 1:3 | Labour | Beldar | Day | 0.0105 | 247
Stone tile wall lining work 12mm thick bed CM 1:3 | Labour | Bhisti | Day | 0.0009800000000000002 | 260
Stone tile wall lining work 12mm thick bed CM 1:3 | Tools | Hire and running charges of mechanical mixer | L.S. | 0.37674 | 1.49
Stone tile wall lining work 12mm thick bed CM 1:3 | Cost | Sundries | L.S. | 0.18928 | 1.49
Stone tile wall lining work 12mm thick bed CM 1:3 | Material | Mortar for pointing | L.S. | 25.38 | 1.49
Stone tile wall lining work 12mm thick bed CM 1:3 | Material | Cement | tonne | 0.0033 | 5000 |  | for slurry
Stone tile wall lining work 12mm thick bed CM 1:3 | Labour | Mason | Day | 1 | 301
Stone tile wall lining work 12mm thick bed CM 1:3 | Labour | Beldar | Day | 1 | 247
Stone tile wall lining work 12mm thick bed CM 1:3 | Labour | Sundries etc. | L.S. | 16.9 | 1.49
18mmThk.Granite kitchen platforms | Material | Granite 18 mm [NAME], above 0.50 sqm | sqm | 1.05 | 1640
18mmThk.Granite kitchen platforms | Material | Cement | tonne | 0.00912 | 5000
18mmThk.Granite kitchen platforms | Material | Fine sand | cum | 0.02568 | 640
18mmThk.Granite kitchen platforms | Labour | Beldar | Day | 0.018 | 247
18mmThk.Granite kitchen platforms | Labour | Bhisti | Day | 0.00168 | 260
18mmThk.Granite kitchen platforms | Tools | Hire and running charges of mechanical mixer | L.S. | 0.64584 | 1.49
18mmThk.Granite kitchen platforms | Cost | Sundries | L.S. | 0.32448 | 1.49
18mmThk.Granite kitchen platforms | Labour | Mason | Day | 1.4 | 301
18mmThk.Granite kitchen platforms | Labour | Beldar | Day | 0.65 | 247
18mmThk.Granite kitchen platforms | Labour | [NAME] | Day | 0.65 | 247
18mmThk.Granite kitchen platforms | Cost | Moulding and edge polishing | L.S. | 39 | 1.49
18mmThk.Granite kitchen platforms | Cost | Sundries  apoxy resin & cutting machine etc. | L.S. | 32.5 | 1.49
Distempering Primer & 2 Coats | Material | Cement  primer | [NAME] | 0.06999999999999999 | 80
Distempering Primer & 2 Coats | Material | Brushes,  putty etc | L.S. | 0.7150000000000001 | 1.49
Distempering Primer & 2 Coats | Cost | Sundries including Carriage | L.S. | 0.806 | 1.49
Distempering Primer & 2 Coats | Material | Dry distemper | kilogram | 0.15 | 42
Distempering Primer & 2 Coats | Material | Brushes, sand paper and putty for filling holes | L.S. | 1.17 | 1.49
Distempering Primer & 2 Coats | Labour | Painter | Day | 0.1 | 273
Distempering Primer & 2 Coats | Labour | [NAME] | Day | 0.05 | 247
Distempering Primer & 2 Coats | Cost | Sundries | L.S. | 0.806 | 1.49
White washing with lime | Material | white lime | quintal | 0.003 | 410
White washing with lime | Labour | White Washer | Day | 0.02 | 260
White washing with lime | Labour | [NAME] | Day | 0.01 | 247
White washing with lime | Material | Indigo gum etc | L.S | 0.442 | 1.49
White washing with lime | Cost | Sundries ladders etc | L.S | 0.273 | 1.49
Distempering  2 Coats | Material | Oil bound washable distemper | kilogram | 0.15 | 42
Distempering  2 Coats | Material | Brushes, sand paper and putty for filling holes | L.S. | 1.157 | 1.49
Distempering  2 Coats | Labour | Painter | Day | 0.04 | 273
Distempering  2 Coats | Labour | Beldar | Day | 0.046 | 247
Distempering  2 Coats | Cost | Sundries | L.S. | 0.806 | 1.49