Hon'ble Chief Minister
Hon'ble Minister (PR&DW and RD)
| State: Odisha | District: Cuttack | Block: Kantapada | Gram Panchayat: Brahmanbati |
| Financial Year: 2023-24 | Execution Level: ps |
| Executing Agency: Panchayat Samiti, Kantapada | Bill Status: 1st Bill |
| Proposal Date: 18-07-2023 | Date of Commencement: 13-09-2025 |
| Date of Completion: - | Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: Provision of Facilities at GP Head Quarter | Project Sub-Category: GP Facility Centre |
| Project Type: New Work | Name of Executant: Lipika Behera |
| Sl.No. | Activity taken | Unit | Quantity | Unit Price (in Rs.) | Total (in Rs.) |
|---|---|---|---|---|---|
| 1 | Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | Cum | 27.62020672 | 240.77592 | 6650.2806835982 |
| 2 | Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | Cum | 26.175956814362 | 770.128232 | 20158.843342353 |
| 3 | Concrete (AR0303) : Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | Cum | 3.9614636864 | 6196.93100856 | 24548.917157537 |
| 4 | Masonry Brick Work (AR0603c) : Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. | Cum | 9.1415611639456 | 5052.355462208 | 46186.416479769 |
| 5 | Masonry Brick Work (AR0603ci) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. | Cum | 20.333520295123 | 5085.685462208 | 103409.88856042 |
| 6 | R.C.C. Work (AR0404Aa) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) | Cum | 6.3401881536 | 6748.5100165833 | 42786.823261592 |
| 7 | R.C.C. Work (AR0404Ab) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) | Cum | 2.7228489665216 | 7505.8842629114 | 20437.389208099 |
| 8 | R.C.C. Work (AR0404Ac) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) | Cum | 5.9156275468512 | 14808.199537038 | 87599.793100571 |
| 9 | R.C.C. Work (AR0404Ad) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Lintels) | Cum | 1.966647491632 | 13418.498448596 | 26389.456315399 |
| 10 | R.C.C. Work (AR0404Ag) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade) | Cum | 9.5995523016064 | 13056.252372001 | 125334.177508 |
| 11 | R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | Qntl | 21.05 | 8773.109268 | 184673.9500914 |
| 12 | Plastering (AR1017i) : 20mm thick cement Plaster in CM (1:4) over masonry work in outside - 20mm thick cement Plaster in CM (1:4) over stone work in outside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. | Sqm | 76.8161766484 | 272.0250616016 | 20895.92518478 |
| Sl.No. | Activity Name | Quantity (A) | Unit | Un-Skilled | Skilled | Highly-Skilled | Semi-Skilled | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Rs. 462 | Rs. 562 | Rs. 612 | Rs. 512 | ||||||||
| Qty/Unit (B) | Total Qty (A*B) | Qty/Unit (B) | Total Qty (A*B) | Qty/Unit (B) | Total Qty (A*B) | Qty/Unit (B) | Total Qty (A*B) | ||||
| 1 | Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 27.62020672 | Cubic Meter | 0.516 | 14.25202666752 | - | - | - | - | - | - |
| 2 | Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | 26.175956814362 | Cubic Meter | 0.1236 | 3.2353482622551 | - | - | - | - | - | - |
| 3 | Concrete (AR0303) : Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | 3.9614636864 | Cubic Meter | 3.9 | 15.44970837696 | - | - | 0.18 | 0.713063463552 | - | - |
| 4 | Masonry Brick Work (AR0603c) : Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. | 9.1415611639456 | Cubic Meter | 2.96 | 27.059021045279 | - | - | 1.05 | 9.5986392221429 | 0.35 | 3.199546407381 |
| 5 | Masonry Brick Work (AR0603ci) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. | 20.333520295123 | Cubic Meter | 2.96 | 60.187220073564 | - | - | 1.05 | 21.350196309879 | 0.35 | 7.1167321032931 |
| 6 | R.C.C. Work (AR0404Aa) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) | 6.3401881536 | Cubic Meter | 1.3333 | 8.4533728651949 | 0.1323 | 0.83880689272128 | 0.175 | 1.10953292688 | - | - |
| 7 | R.C.C. Work (AR0404Ab) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) | 2.7228489665216 | Cubic Meter | 1.3333 | 3.6303745270632 | 0.3073 | 0.83673148741209 | 0.35 | 0.95299713828256 | - | - |
| 8 | R.C.C. Work (AR0404Ac) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) | 5.9156275468512 | Cubic Meter | 1.3333 | 7.8873062082167 | 5.29605 | 31.329459269501 | 5.33875 | 31.582056565752 | - | - |
| 9 | R.C.C. Work (AR0404Ad) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Lintels) | 1.966647491632 | Cubic Meter | 1.3333 | 2.6221311005929 | 2.30105 | 4.5253542106198 | 2.34375 | 4.6093300585125 | - | - |
| 10 | R.C.C. Work (AR0404Ag) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade) | 9.5995523016064 | Cubic Meter | 1.3333 | 12.799083083732 | 3.11255 | 29.879086516365 | 3.15525 | 30.288987399644 | - | - |
| 11 | R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 21.05 | Quintal | 0.8 | 16.84 | 0.044 | 0.9262 | - | - | 0.3 | 6.315 |
| 12 | Plastering (AR1017i) : 20mm thick cement Plaster in CM (1:4) over masonry work in outside - 20mm thick cement Plaster in CM (1:4) over stone work in outside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. | 76.8161766484 | Square Meter | 0.24 | 18.435882395616 | - | - | 0.16 | 12.290588263744 | - | - |
| Total Qty | 190.85147460599 | 112.49539134839 | 16.631278510674 | 68.335638376619 | |||||||
| Rate Per Man Day | 462 | 562 | 612 | 512 | |||||||
| Total Amount | 88173.381267969 | 63222.409937794 | 10178.342448532 | 34987.846848829 | |||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM006 | BRMMR0025 | BRM060 | BRM052 | BRM104 | BRM092 | BRM084 | BRM094 | BRM162 | BRM341 | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | ||||
| 1 | Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 27.62020672 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | 26.175956814362 | Cum | 1 | 26.175956814362 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | Concrete (AR0303) :.Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | 3.9614636864 | Cum | - | - | 2.29 | 9.071751841856 | 0.48 | 1.901502569472 | 0.96 | 3.803005138944 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. | 9.1415611639456 | Cum | - | - | 0.672 | 6.1431291021714 | 0.28 | 2.5596371259048 | - | - | 400 | 3656.6244655782 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | Masonry Brick Work (AR0603ci) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. | 20.333520295123 | Cum | - | - | 0.672 | 13.664125638323 | 0.28 | 5.6933856826344 | - | - | 400 | 8133.4081180492 | 1 | 20.333520295123 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0404Aa) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) | 6.3401881536 | Cum | - | - | 3.4733 | 22.021375513899 | 0.45 | 2.85308466912 | - | - | - | - | - | - | 0.36 | 2.282467735296 | 0.54 | 3.423701602944 | 0.004005 | 0.025392453555168 | 0.189 | 1.1982955610304 | - | - | - | - | - | - | - | - |
| 7 | R.C.C. Work (AR0404Ab) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) | 2.7228489665216 | Cum | - | - | 3.4733 | 9.4572713154195 | 0.45 | 1.2252820349347 | - | - | - | - | - | - | 0.36 | 0.98022562794778 | 0.54 | 1.4703384419217 | 0.01335 | 0.036350033703063 | 0.63 | 1.7153948489086 | - | - | - | - | - | - | - | - |
| 8 | R.C.C. Work (AR0404Ac) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) | 5.9156275468512 | Cum | - | - | 3.4733 | 20.546749158478 | 0.45 | 2.662032396083 | - | - | - | - | - | - | 0.36 | 2.1296259168664 | 0.54 | 3.1944388752996 | 0.041529 | 0.24567009639318 | - | - | 4.4196 | 26.144707506064 | - | - | - | - | - | - |
| 9 | R.C.C. Work (AR0404Ad) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Lintels) | 1.966647491632 | Cum | - | - | 3.4733 | 6.8307567326854 | 0.45 | 0.8849913712344 | - | - | - | - | - | - | 0.36 | 0.70799309698752 | 0.54 | 1.0619896454813 | 0.0741335 | 0.1457944618209 | - | - | - | - | 3.7695 | 7.4132777197068 | - | - | - | - |
| 10 | R.C.C. Work (AR0404Ag) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade) | 9.5995523016064 | Cum | - | - | 3.4733 | 33.34212500917 | 0.45 | 4.3197985357229 | - | - | - | - | - | - | 0.36 | 3.4558388285783 | 0.54 | 5.1837582428675 | 0.0502172 | 0.48206263784023 | - | - | 6.2216 | 59.724574599674 | - | - | - | - | - | - |
| 11 | R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 21.05 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.8 | 16.84 | 1.05 | 22.1025 |
| 12 | Plastering (AR1017i) :.20mm thick cement Plaster in CM (1:4) over masonry work in outside - 20mm thick cement Plaster in CM (1:4) over stone work in outside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. | 76.8161766484 | Sqm | - | - | 0.0744 | 5.715123542641 | 0.021 | 1.6131397096164 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| Total Qty | 26.175956814362 | 126.79240785464 | 23.712854094723 | 3.803005138944 | 11790.032583627 | 20.333520295123 | 9.556151205676 | 14.334226808514 | 0.93526968331254 | 2.913690409939 | 85.869282105738 | 7.4132777197068 | 16.84 | 22.1025 | |||||||||||||||||
| Rate Per Unit | 478.15 | 569.712 | 483.09 | 2176.31 | 5.32814 | 33 | 2614.91 | 2556.21 | 58620.646 | 276.666 | 297.726 | 287.666 | 90.1 | 6492.532 | |||||||||||||||||
| Total Amount | 12516.033750787 | 72235.156263684 | 11455.44268462 | 8276.5181139352 | 62818.944210129 | 671.00616973906 | 24988.475349234 | 36641.293910192 | 54826.113019997 | 806.11907095619 | 25565.517884213 | 2132.5479485172 | 1517.284 | 143501.18853 | |||||||||||||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM006 | BRM060 | BRM052 | BRM104 | BRM092 | BRM084 | BRM094 | BRM341 | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | ||||
| 1 | Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 27.62020672 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | 26.175956814362 | Cum | 1 | 26.175956814362 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | Concrete (AR0303) :.Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | 3.9614636864 | Cum | - | - | 2.29 | 9.071751841856 | 0.48 | 1.901502569472 | 0.96 | 3.803005138944 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. | 9.1415611639456 | Cum | - | - | 0.672 | 6.1431291021714 | 0.28 | 2.5596371259048 | - | - | 400 | 3656.6244655782 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | Masonry Brick Work (AR0603ci) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. | 20.333520295123 | Cum | - | - | 0.672 | 13.664125638323 | 0.28 | 5.6933856826344 | - | - | 400 | 8133.4081180492 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0404Aa) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) | 6.3401881536 | Cum | - | - | 3.4733 | 22.021375513899 | 0.45 | 2.85308466912 | - | - | - | - | 0.36 | 2.282467735296 | 0.54 | 3.423701602944 | 0.004005 | 0.025392453555168 | 0.000921 | 0.0058393132894656 | - | - | - | - | - | - |
| 7 | R.C.C. Work (AR0404Ab) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) | 2.7228489665216 | Cum | - | - | 3.4733 | 9.4572713154195 | 0.45 | 1.2252820349347 | - | - | - | - | 0.36 | 0.98022562794778 | 0.54 | 1.4703384419217 | 0.01335 | 0.036350033703063 | 0.00307 | 0.0083591463272213 | - | - | - | - | - | - |
| 8 | R.C.C. Work (AR0404Ac) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) | 5.9156275468512 | Cum | - | - | 3.4733 | 20.546749158478 | 0.45 | 2.662032396083 | - | - | - | - | 0.36 | 2.1296259168664 | 0.54 | 3.1944388752996 | 0.041529 | 0.24567009639318 | - | - | 0.045339 | 0.26820863734669 | - | - | - | - |
| 9 | R.C.C. Work (AR0404Ad) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Lintels) | 1.966647491632 | Cum | - | - | 3.4733 | 6.8307567326854 | 0.45 | 0.8849913712344 | - | - | - | - | 0.36 | 0.70799309698752 | 0.54 | 1.0619896454813 | 0.0741335 | 0.1457944618209 | - | - | - | - | 0.049542 | 0.097431650030433 | - | - |
| 10 | R.C.C. Work (AR0404Ag) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade) | 9.5995523016064 | Cum | - | - | 3.4733 | 33.34212500917 | 0.45 | 4.3197985357229 | - | - | - | - | 0.36 | 3.4558388285783 | 0.54 | 5.1837582428675 | 0.0502172 | 0.48206263784023 | - | - | 0.076659 | 0.73589207988884 | - | - | - | - |
| 11 | R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 21.05 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1.05 | 22.1025 |
| 12 | Plastering (AR1017i) :.20mm thick cement Plaster in CM (1:4) over masonry work in outside - 20mm thick cement Plaster in CM (1:4) over stone work in outside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. | 76.8161766484 | Sqm | - | - | 0.0744 | 5.715123542641 | 0.021 | 1.6131397096164 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| Total Qty | 26.175956814362 | 126.79240785464 | 23.712854094723 | 3.803005138944 | 11790.032583627 | 9.556151205676 | 14.334226808514 | 0.93526968331254 | 0.014198459616687 | 1.0041007172355 | 0.097431650030433 | 22.1025 | |||||||||||||||
| Rate Per Unit | 227.25 | 0 | 227.25 | 158.5 | 0.04025 | 158.5 | 158.5 | 0 | 0 | 0 | 0 | 0 | |||||||||||||||
| Total Amount | 5948.4861860638 | 0 | 5388.7460930257 | 602.77631452262 | 474.548811491 | 1514.6499660997 | 2271.9749491495 | 0 | 0 | 0 | 0 | 0 | |||||||||||||||
| S/N | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Contingency @ 1% | Rs. 7090.7186089351 |
| Sl.No. | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Contingency @ 1% | Rs. 7161.6257950245 |
| 2 | Royalty @ Rs. 5758.8993321524 | Rs. 5758.8993321524 |
| 3 | Additional Royalty @ Rs. 9578.448088377 | Rs. 9578.448088377 |
| 4 | EMF @ Rs. 287.94496660762 | Rs. 287.94496660762 |
| 5 | DMF @ Rs. 575.88993321524 | Rs. 575.88993321524 |
| 6 | Empty Gunny Bag (Cement x Gunny Bag Rate : 12 x 3.945) @ 1021.755 | Rs. 1021.755 |
| 7 | Labour Cess @ 1% | Rs. 7161.6257950245 |
| 8 | Any Other Lumpsum Bill @ 2% | Rs. 14323.251590049 |
