Hon'ble Chief Minister
Hon'ble Minister (PR&DW and RD)
| State: Odisha | District: Mayurbhanj | Block: Bahalda | Gram Panchayat: Jashipur |
| Financial Year: 2025-26 | Execution Level: ps |
| Executing Agency: Panchayat Samiti, Bahalda | Proposal Date: - |
| Date of Commencement: 02-02-2026 | Date of Completion: - |
| Scheme Name: 5th SFC Grant in Aid | Scheme Component Name: Maintenance of Capital Assets |
| Project Sub-Category: Tank | Project Type: Renovation or Rejuvenation |
| Name of Executant: SARANGADHAR PRADHAN |
| Sl.No. | Activity taken | Unit | Quantity | Unit Price (in Rs.) | Total (in Rs.) |
|---|---|---|---|---|---|
| 1 | Earth Work (AR0122aa) : 1st depth of 1.5m initial rate of foundation in Ordinary soil - 1st depth of 1.5m initial rate of foundation in Ordinary soil (Earth work in open well excavation with lead upto 50m for 100cum) as per direction of Engineer-in-Charge | Cum | 662.61312 | 179.18208 | 118728.39707689 |
| 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 | 45.070151552 | 240.77592 | 10851.807204472 |
| 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 | 23.995939488 | 727.435532 | 17455.499007293 |
| 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 | 25.79723909632 | 5791.577956 | 149406.72127591 |
| 5 | Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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. complete as per specificaion and direction of Engineer-in charge. | Cum | 3.955715376 | 7359.094017 | 29110.481356477 |
| 6 | R.C.C. Work (AR0410c) : R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc | Sqm | 103.06937529 | 216.23489289764 | 22287.19532686 |
| 7 | 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 | 1.30048868352 | 5254.4150918 | 6833.3073654026 |
| 8 | 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 | 3.57213883488 | 5287.7450918 | 18888.559591365 |
| 9 | 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 | 31.958632 | 192.51043693 | 6152.3702100051 |
| 10 | 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 | 19.21977264 | 173.17318802 | 3328.3493010884 |
| 11 | Plastering (AR1014) : 16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. | Sqm | 17.7552683286 | 248.0931882 | 4404.9611269889 |
| 12 | Painting (AR0918c) : Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new 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 | 36.98 | 58.604722627957 | 2167.2026427818 |
| Sl.No. | Activity Name | Quantity (A) | Unit | Un-Skilled | Skilled | Semi-Skilled | Highly-Skilled | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 462 | 562 | 512 | 612 | ||||||||
| 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 (AR0122aa) : 1st depth of 1.5m initial rate of foundation in Ordinary soil - 1st depth of 1.5m initial rate of foundation in Ordinary soil (Earth work in open well excavation with lead upto 50m for 100cum) as per direction of Engineer-in-Charge | 662.61312 | Cubic Meter | 0.384 | 254.44343808 | - | - | - | - | - | - |
| 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 | 45.070151552 | Cubic Meter | 0.516 | 23.256198200832 | - | - | - | - | - | - |
| 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. | 23.995939488 | Cubic Meter | 0.1236 | 2.9658981207168 | - | - | - | - | - | - |
| 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. | 25.79723909632 | Cubic Meter | 3.9 | 100.60923247565 | - | - | 0.18 | 4.6435030373376 | - | - |
| 5 | Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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. complete as per specificaion and direction of Engineer-in charge. | 3.955715376 | Cubic Meter | 4.6 | 18.1962907296 | - | - | 0.68 | 2.68988645568 | - | - |
| 6 | R.C.C. Work (AR0410c) : R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc | 103.06937529 | Square Meter | - | - | 0.05 | 5.1534687645 | 0.05 | 5.1534687645 | - | - |
| 7 | 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. | 1.30048868352 | Cubic Meter | 2.96 | 3.8494465032192 | - | - | 1.05 | 1.365513117696 | 0.35 | 0.455171039232 |
| 8 | 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. | 3.57213883488 | Cubic Meter | 2.96 | 10.573530951245 | - | - | 1.05 | 3.750745776624 | 0.35 | 1.250248592208 |
| 9 | 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. | 31.958632 | Square Meter | 0.17 | 5.43296744 | - | - | 0.14 | 4.47420848 | - | - |
| 10 | 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. | 19.21977264 | Square Meter | 0.12 | 2.3063727168 | - | - | 0.14 | 2.6907681696 | - | - |
| 11 | Plastering (AR1014) : 16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. | 17.7552683286 | Square Meter | 0.24 | 4.261264398864 | - | - | 0.16 | 2.840842932576 | - | - |
| 12 | Painting (AR0918c) : Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new 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) | 36.98 | Square Meter | 0.042752688172043 | 1.5809944086022 | - | - | 0.0080645161290323 | 0.29822580645161 | 0.022 | 0.81356 |
| Total Qty | 427.47563402553 | 27.907162540465 | 5.1534687645 | 2.51897963144 | |||||||
| Rate Per Man Day | 462 | 562 | 512 | 612 | |||||||
| Total Amount | 197493.74291979 | 15683.825347741 | 2638.576007424 | 1541.6155344413 | |||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM056 | BRM104 | BRM092 | BRM005 | BRMMR0025 | BRM143 | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 (AR0122aa) :.1st depth of 1.5m initial rate of foundation in Ordinary soil - 1st depth of 1.5m initial rate of foundation in Ordinary soil (Earth work in open well excavation with lead upto 50m for 100cum) as per direction of Engineer-in-Charge | 662.61312 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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 | 45.070151552 | 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. | 23.995939488 | Cum | 1 | 23.995939488 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 25.79723909632 | Cum | - | - | 2.29 | 59.075677530573 | 0.48 | 12.382674766234 | 0.96 | 24.765349532467 | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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. complete as per specificaion and direction of Engineer-in charge. | 3.955715376 | Cum | - | - | 3.23 | 12.77696066448 | 0.45 | 1.7800719192 | - | - | 0.9 | 3.5601438384 | - | - | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc | 103.06937529 | Sqm | - | - | - | - | - | - | - | - | - | - | 0.00267 | 0.2751952320243 | 0.126 | 12.98674128654 | - | - | - | - | - | - |
| 7 | 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. | 1.30048868352 | Cum | - | - | 0.672 | 0.87392839532544 | 0.28 | 0.3641368313856 | - | - | - | - | - | - | - | - | 350 | 455.171039232 | - | - | - | - |
| 8 | 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. | 3.57213883488 | Cum | - | - | 0.672 | 2.4004772970394 | 0.28 | 1.0001988737664 | - | - | - | - | - | - | - | - | 350 | 1250.248592208 | 1 | 3.57213883488 | - | - |
| 9 | 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. | 31.958632 | Sqm | - | - | 0.0372 | 1.1888611104 | 0.0075 | 0.23968974 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | 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. | 19.21977264 | Sqm | - | - | 0.0358 | 0.688067860512 | 0.015 | 0.2882965896 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 11 | Plastering (AR1014) :.16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. | 17.7552683286 | Sqm | - | - | 0.043 | 0.7634765381298 | 0.018 | 0.3195948299148 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 12 | Painting(AR0918c) :.Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new 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) | 36.98 | Sqm | - | - | 0.010763440860215 | 0.39803204301075 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.25 | 9.245 |
| Total Qty | 23.995939488 | 78.16548143947 | 16.3746635501 | 24.765349532467 | 3.5601438384 | 0.2751952320243 | 12.98674128654 | 1705.41963144 | 3.57213883488 | 9.245 | |||||||||||||
| Rate Per Unit | 622.88 | 653 | 629.3 | 1687.9 | 2089.27 | 58573.086 | 229.106 | 6.65925 | 33 | 48.28 | |||||||||||||
| Total Amount | 14946.590788285 | 51042.059379974 | 10304.575772078 | 41801.433475851 | 7438.101717254 | 16119.033992149 | 2975.340349194 | 11356.815680667 | 117.88058155104 | 446.3486 | |||||||||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM056 | BRM104 | BRM092 | BRM005 | BRM143 | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 (AR0122aa) :.1st depth of 1.5m initial rate of foundation in Ordinary soil - 1st depth of 1.5m initial rate of foundation in Ordinary soil (Earth work in open well excavation with lead upto 50m for 100cum) as per direction of Engineer-in-Charge | 662.61312 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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 | 45.070151552 | 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. | 23.995939488 | Cum | 1 | 23.995939488 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 25.79723909632 | Cum | - | - | 2.29 | 59.075677530573 | 0.48 | 12.382674766234 | 0.96 | 24.765349532467 | - | - | - | - | - | - | - | - | - | - |
| 5 | Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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. complete as per specificaion and direction of Engineer-in charge. | 3.955715376 | Cum | - | - | 3.23 | 12.77696066448 | 0.45 | 1.7800719192 | - | - | 0.9 | 3.5601438384 | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc | 103.06937529 | Sqm | - | - | - | - | - | - | - | - | - | - | 0.00267 | 0.2751952320243 | 0.000614 | 0.06328459642806 | - | - | - | - |
| 7 | 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. | 1.30048868352 | Cum | - | - | 0.672 | 0.87392839532544 | 0.28 | 0.3641368313856 | - | - | - | - | - | - | - | - | 350 | 455.171039232 | - | - |
| 8 | 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. | 3.57213883488 | Cum | - | - | 0.672 | 2.4004772970394 | 0.28 | 1.0001988737664 | - | - | - | - | - | - | - | - | 350 | 1250.248592208 | - | - |
| 9 | 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. | 31.958632 | Sqm | - | - | 0.0372 | 1.1888611104 | 0.0075 | 0.23968974 | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | 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. | 19.21977264 | Sqm | - | - | 0.0358 | 0.688067860512 | 0.015 | 0.2882965896 | - | - | - | - | - | - | - | - | - | - | - | - |
| 11 | Plastering (AR1014) :.16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. | 17.7552683286 | Sqm | - | - | 0.043 | 0.7634765381298 | 0.018 | 0.3195948299148 | - | - | - | - | - | - | - | - | - | - | - | - |
| 12 | Painting(AR0918c) :.Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new 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) | 36.98 | Sqm | - | - | 0.010763440860215 | 0.39803204301075 | - | - | - | - | - | - | - | - | - | - | - | - | 0.25 | 9.245 |
| Total Qty | 23.995939488 | 78.16548143947 | 16.3746635501 | 24.765349532467 | 3.5601438384 | 0.2751952320243 | 0.06328459642806 | 1705.41963144 | 9.245 | ||||||||||||
| Rate Per Unit | 40.25 | 0 | 40.25 | 149.5 | 149.5 | 0 | 0 | 0 | 0 | ||||||||||||
| Total Amount | 965.836564392 | 0 | 659.08020789154 | 3702.4197551038 | 532.2415038408 | 0 | 0 | 0 | 0 | ||||||||||||
| S/N | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Display Citizen Board @ Rs. 3500 | Rs. 3500 |
| 2 | Any Other Lumpsum @ Rs. 2885 | Rs. 2885 |
| 3 | Provision for Contingency @ Rs. 4000 | Rs. 4000 |
| Sl.No. | Item Name | Amount (in Rs.) | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
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