Hon'ble Chief Minister
Hon'ble Minister (PR&DW and RD)
| State: Odisha | District: Mayurbhanj | Block: Kaptipada | Gram Panchayat: Notto |
| Financial Year: 2025-26 | Execution Level: ps |
| Executing Agency: Panchayat Samiti, Kaptipada | Bill Status: Final Bill |
| Proposal Date: - | Date of Commencement: 19-08-2025 |
| Date of Completion: 20-09-2025 | Scheme Name: SFC Devolution of Fund |
| Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI | Project Sub-Category: Boundary Wall |
| Project Type: New Work | Name of Executant: Madhusudan Das |
| Sl.No. | Activity taken | Unit | Quantity | Unit Price (in Rs.) | Total (in Rs.) |
|---|---|---|---|---|---|
| 1 | 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 | 2.722713 | 9230.4522362 | 25131.872299381 |
| 2 | 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 | 4.608 | 240.77592 | 1109.49543936 |
| 3 | 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 | 2.0733 | 1083.016132 | 2245.4173464756 |
| 4 | 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 | 0.828 | 6741.4499088 | 5581.9205244864 |
| 5 | Plastering (AR1027) : 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. | Sqm | 4.56 | 198.396159814 | 904.68648875184 |
| 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 | 1.0575 | 7415.9948563329 | 7842.414560572 |
| 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 | 0.462 | 8177.7860721522 | 3778.1371653343 |
| 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 | 1.70775 | 15507.17344187 | 26482.375445353 |
| 9 | Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | Sqm | 19.64 | 181.604625196 | 3566.7148388494 |
| 10 | Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm 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 | 0.5775 | 5405.53218464 | 3121.6948366296 |
| 11 | Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm 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 | 1.72625 | 5438.86218464 | 9388.8358462348 |
| 12 | Painting (AR0918h) : Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work(Outside). - Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) | Sqm | 25.34 | 160.77994275032 | 4074.1637492931 |
| 13 | Flooring (AR0816) : Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. | Sqm | 4.86 | 1247.709802905 | 6063.8696421183 |
| Sl.No. | Activity Name | Quantity (A) | Unit | Un-Skilled | Highly-Skilled | Semi-Skilled | Skilled | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Rs. 462 | Rs. 612 | Rs. 512 | Rs. 562 | ||||||||
| 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 | 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. | 2.722713 | Quintal | 0.8 | 2.1781704 | 0.044 | 0.119799372 | - | - | 0.3 | 0.8168139 |
| 2 | 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 | 4.608 | Cubic Meter | 0.516 | 2.377728 | - | - | - | - | - | - |
| 3 | 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. | 2.0733 | Cubic Meter | 0.1236 | 0.25625988 | - | - | - | - | - | - |
| 4 | 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. | 0.828 | Cubic Meter | 3.9 | 3.2292 | - | - | 0.18 | 0.14904 | - | - |
| 5 | Plastering (AR1027) : 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. | 4.56 | Square Meter | 0.17 | 0.7752 | - | - | 0.14 | 0.6384 | - | - |
| 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.) | 1.0575 | Cubic Meter | 1.3333 | 1.40996475 | 0.1323 | 0.13990725 | 0.175 | 0.1850625 | - | - |
| 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) | 0.462 | Cubic Meter | 1.3333 | 0.6159846 | 0.3073 | 0.1419726 | 0.35 | 0.1617 | - | - |
| 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) | 1.70775 | Cubic Meter | 1.3333 | 2.276943075 | 5.29605 | 9.0443293875 | 5.33875 | 9.1172503125 | - | - |
| 9 | Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | 19.64 | Square Meter | 0.12 | 2.3568 | - | - | 0.14 | 2.7496 | - | - |
| 10 | Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm 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. | 0.5775 | Cubic Meter | 2.96 | 1.7094 | - | - | 1.05 | 0.606375 | 0.35 | 0.202125 |
| 11 | Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm 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. | 1.72625 | Cubic Meter | 2.96 | 5.1097 | - | - | 1.05 | 1.8125625 | 0.35 | 0.6041875 |
| 12 | Painting (AR0918h) : Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work(Outside). - Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) | 25.34 | Square Meter | 0.11776344086022 | 2.9841255913978 | - | - | - | - | 0.10776344086022 | 2.7307255913978 |
| 13 | Flooring (AR0816) : Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. | 4.86 | Square Meter | 0.216 | 1.04976 | 0.55 | 2.673 | - | - | 0.216 | 1.04976 |
| Total Qty | 26.329236296398 | 5.4036119913978 | 12.1190086095 | 15.4199903125 | |||||||
| Rate Per Man Day | 462 | 612 | 512 | 562 | |||||||
| Total Amount | 12164.107168936 | 3307.0105387355 | 6204.932408064 | 8666.034555625 | |||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM162 | BRM341 | BRM029 | BRM340 | BRM028 | BRM044 | BRM060 | BRM052 | BRM104 | BRM092 | BRM084 | BRM005 | BRMMR0025 | BRM255 | BRM253 | BRMMR0027 | BRM130 | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | ||||
| 1 | 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. | 2.722713 | Qntl | 0.8 | 2.1781704 | 1.05 | 2.85884865 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | 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 | 4.608 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | 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. | 2.0733 | Cum | - | - | - | - | 1 | 2.0733 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | 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. | 0.828 | Cum | - | - | - | - | - | - | 2.29 | 1.89612 | 0.48 | 0.39744 | 0.96 | 0.79488 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. | 4.56 | Sqm | - | - | - | - | - | - | 0.0372 | 0.169632 | 0.0075 | 0.0342 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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.) | 1.0575 | Cum | - | - | - | - | - | - | 3.4733 | 3.67301475 | 0.45 | 0.475875 | - | - | 0.36 | 0.3807 | 0.54 | 0.57105 | 0.004005 | 0.0042352875 | 0.189 | 0.1998675 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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) | 0.462 | Cum | - | - | - | - | - | - | 3.4733 | 1.6046646 | 0.45 | 0.2079 | - | - | 0.36 | 0.16632 | 0.54 | 0.24948 | 0.01335 | 0.0061677 | 0.63 | 0.29106 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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) | 1.70775 | Cum | - | - | - | - | - | - | 3.4733 | 5.931528075 | 0.45 | 0.7684875 | - | - | 0.36 | 0.61479 | 0.54 | 0.922185 | 0.041529 | 0.07092114975 | - | - | 4.4196 | 7.5475719 | - | - | - | - | - | - | - | - | - | - | - | - |
| 9 | Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | 19.64 | Sqm | - | - | - | - | - | - | 0.0358 | 0.703112 | 0.015 | 0.2946 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm 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. | 0.5775 | Cum | - | - | - | - | - | - | 0.672 | 0.38808 | 0.28 | 0.1617 | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 202.125 | - | - | - | - | - | - | - | - | - | - |
| 11 | Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm 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. | 1.72625 | Cum | - | - | - | - | - | - | 0.672 | 1.16004 | 0.28 | 0.48335 | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 604.1875 | 1 | 1.72625 | - | - | - | - | - | - | - | - |
| 12 | Painting(AR0918h) :.Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work(Outside). - Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) | 25.34 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 3.1675 | 0.090322580645161 | 2.2887741935484 | - | - | - | - |
| 13 | Flooring (AR0816) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. | 4.86 | Sqm | - | - | - | - | - | - | 0.2737 | 1.330182 | 0.013 | 0.06318 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 4.86 | 1 | 4.86 |
| Total Qty | 2.1781704 | 2.85884865 | 2.0733 | 16.856373425 | 2.8867325 | 0.79488 | 1.16181 | 1.742715 | 0.08132413725 | 0.4909275 | 7.5475719 | 806.3125 | 1.72625 | 3.1675 | 2.2887741935484 | 4.86 | 4.86 | ||||||||||||||||||||
| Rate Per Unit | 90 | 6861.692 | 661.94 | 674.512 | 668.36 | 1857.16 | 2241.91 | 2244.2 | 59001.126 | 657.146 | 678.206 | 6.60035 | 33 | 195.33512 | 159.57512 | 8.5 | 467.8630561 | ||||||||||||||||||||
| Total Amount | 196.035336 | 19616.538910916 | 1372.400202 | 11369.826151644 | 1929.3765337 | 1476.2193408 | 2604.6734571 | 3911.001003 | 4798.2156687285 | 322.611042915 | 5118.8085480114 | 5321.944709375 | 56.96625 | 618.7239926 | 365.23141658839 | 41.31 | 2273.814452646 | ||||||||||||||||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM341 | BRM029 | BRM340 | BRM028 | BRM044 | BRM060 | BRM052 | BRM104 | BRM092 | BRM084 | BRM005 | BRM255 | BRM253 | BRM130 | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 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. | 2.722713 | Qntl | 1.05 | 2.85884865 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | 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 | 4.608 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | 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. | 2.0733 | Cum | - | - | 1 | 2.0733 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | 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. | 0.828 | Cum | - | - | - | - | 2.29 | 1.89612 | 0.48 | 0.39744 | 0.96 | 0.79488 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. | 4.56 | Sqm | - | - | - | - | 0.0372 | 0.169632 | 0.0075 | 0.0342 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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.) | 1.0575 | Cum | - | - | - | - | 3.4733 | 3.67301475 | 0.45 | 0.475875 | - | - | 0.36 | 0.3807 | 0.54 | 0.57105 | 0.004005 | 0.0042352875 | 0.000921 | 0.0009739575 | - | - | - | - | - | - | - | - | - | - |
| 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) | 0.462 | Cum | - | - | - | - | 3.4733 | 1.6046646 | 0.45 | 0.2079 | - | - | 0.36 | 0.16632 | 0.54 | 0.24948 | 0.01335 | 0.0061677 | 0.00307 | 0.00141834 | - | - | - | - | - | - | - | - | - | - |
| 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) | 1.70775 | Cum | - | - | - | - | 3.4733 | 5.931528075 | 0.45 | 0.7684875 | - | - | 0.36 | 0.61479 | 0.54 | 0.922185 | 0.041529 | 0.07092114975 | - | - | 0.045339 | 0.07742767725 | - | - | - | - | - | - | - | - |
| 9 | Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | 19.64 | Sqm | - | - | - | - | 0.0358 | 0.703112 | 0.015 | 0.2946 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm 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. | 0.5775 | Cum | - | - | - | - | 0.672 | 0.38808 | 0.28 | 0.1617 | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 202.125 | - | - | - | - | - | - |
| 11 | Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm 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. | 1.72625 | Cum | - | - | - | - | 0.672 | 1.16004 | 0.28 | 0.48335 | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 604.1875 | - | - | - | - | - | - |
| 12 | Painting(AR0918h) :.Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work(Outside). - Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) | 25.34 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 3.1675 | 0.090322580645161 | 2.2887741935484 | - | - |
| 13 | Flooring (AR0816) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. | 4.86 | Sqm | - | - | - | - | 0.2737 | 1.330182 | 0.013 | 0.06318 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 4.86 |
| Total Qty | 2.85884865 | 2.0733 | 16.856373425 | 2.8867325 | 0.79488 | 1.16181 | 1.742715 | 0.08132413725 | 0.0023922975 | 0.07742767725 | 806.3125 | 3.1675 | 2.2887741935484 | 4.86 | |||||||||||||||||
| Rate Per Unit | 0 | 353.25 | 0 | 353.25 | 579.5 | 579.5 | 579.5 | 0 | 0 | 0 | 0.04025 | 0 | 0 | 0 | |||||||||||||||||
| Total Amount | 0 | 732.393225 | 0 | 1019.738255625 | 460.63296 | 673.268895 | 1009.9033425 | 0 | 0 | 0 | 32.454078125 | 0 | 0 | 0 | |||||||||||||||||
| S/N | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Display Citizen Board @ Rs. 3000 | Rs. 3000 |
| 2 | Any Other Lumpsum @ Rs. 125407 | Rs. 125407 |
| 3 | Contingency @ Rs. 2300 | Rs. 2300 |
| Sl.No. | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Contingency @ Rs. 2300 | Rs. 2300 |
| 2 | Royalty @ Rs. 682.744725 | Rs. 682.744725 |
| 3 | Additional Royalty @ Rs. 3143.2343225 | Rs. 3143.2343225 |
| 4 | EMF @ Rs. 34.13723625 | Rs. 34.13723625 |
| 5 | DMF @ Rs. 68.2744725 | Rs. 68.2744725 |
| 6 | Empty Gunny Bag (Cement x Gunny Bag Rate : 3 x 3.945) @ 149.91 | Rs. 149.91 |
| 7 | Labour Cess @ Rs. 2300 | Rs. 2300 |
