Hon'ble Chief Minister
Hon'ble Minister (PR&DW and RD)
| State: Odisha | District: Balasore | Block: Bhograi | Gram Panchayat: Kharidpipal |
| Financial Year: 2024-25 | Execution Level: ps |
| Executing Agency: Panchayat Samiti, Bhograi | Proposal Date: - |
| Date of Commencement: - | Date of Completion: - |
| Scheme Name: Asset Management School and Mass Education Department | Scheme Component Name: Self/Personal Deposit |
| Project Sub-Category: Secondary School | Project Type: Repair and Maintenance |
| Name of Executant: |
| Sl.No. | Activity taken | Unit | Quantity | Unit Price (in Rs.) | Total (in Rs.) |
|---|---|---|---|---|---|
| 1 | Pile Foundation (AR1501cb) : Single under reamed pile foundation 250 mm dia and 3.5 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 250 mm dia and 3.5 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (250mm dia and 3.5 meter long) | Nos | 6 | 2877.76856204 | 17266.61137224 |
| 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 | 2.620578256 | 240.77592 | 630.9721405204 |
| 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 | 5.0654307763392 | 1058.362032 | 5361.0596094017 |
| 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 | 1.4152629602496 | 6830.2354132 | 9666.5791900871 |
| 5 | 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 | 1.5213714183584 | 5351.48158216 | 8141.5911249696 |
| 6 | R.C.C. Work (AR0404A) : 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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering) | Cum | 4.4613222605824 | 6940.998186724 | 30966.029721094 |
| 7 | 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 | 3.8 | 8427.9076199 | 32026.04895562 |
| 8 | 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 | 12.63294994 | 216.39264180804 | 2733.6774113453 |
| 9 | R.C.C. Work (AR0410d) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm | Sqm | 11.5109046672 | 1047.9038224181 | 12062.321000249 |
| 10 | R.C.C. Work (AR0410e) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. Lintels Data for 7.8 sqm | Sqm | 4.83002697 | 499.57698698128 | 2412.9703207109 |
| 11 | R.C.C. Work (AR0410a) : Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height | Sqm | 18.722277075 | 663.29946175911 | 12418.476306752 |
| 12 | 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 | 3.800277664768 | 5384.81158216 | 20463.779184667 |
| 13 | 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 | 18.722277075 | 191.306182216 | 3581.6873496084 |
| 14 | 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 | 44.18187971 | 174.577977224 | 7713.1831897259 |
| 15 | 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 | 34.296535995 | 249.77498364 | 8566.4167170598 |
| 16 | Other Building Items. (AR1901B) : Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) | Sqm | 9.63497013 | 1012.178366485 | 9752.3083273152 |
| 17 | Flooring (AR0817bc) : Fixing Vitrified industrial Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm in wall cladding/ glazed tiles on 12mm thick cement plaster (1:3) - Fixing Vitrified industrial Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm in wall cladding/ glazed tiles on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified industrial tiles including rubbing and polishing complete including cost of precast tiles. | Sqm | 32.2745022 | 1055.409246601 | 34062.808051324 |
| Sl.No. | Activity Name | Quantity (A) | Unit | Highly-Skilled | Un-Skilled | Skilled | Semi-Skilled | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 612 | 462 | 562 | 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 | Pile Foundation (AR1501cb) : Single under reamed pile foundation 250 mm dia and 3.5 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 250 mm dia and 3.5 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (250mm dia and 3.5 meter long) | 6 | Number | 0.315 | 1.89 | 0.014 | 0.084 | 0.023 | 0.138 | 1.325 | 7.95 |
| 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 | 2.620578256 | Cubic Meter | 0.516 | 1.352218380096 | - | - | - | - | - | - |
| 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. | 5.0654307763392 | Cubic Meter | 0.1236 | 0.62608724395553 | - | - | - | - | - | - |
| 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. | 1.4152629602496 | Cubic Meter | 3.9 | 5.5195255449734 | - | - | 0.18 | 0.25474733284493 | - | - |
| 5 | 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. | 1.5213714183584 | Cubic Meter | 2.96 | 4.5032593983409 | - | - | 1.05 | 1.5974399892763 | 0.35 | 0.53247999642544 |
| 6 | R.C.C. Work (AR0404A) : 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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering) | 4.4613222605824 | Cubic Meter | 1.3333 | 5.9482809700345 | 0.0573 | 0.25563376553137 | 0.1 | 0.44613222605824 | - | - |
| 7 | 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. | 3.8 | Quintal | 0.8 | 3.04 | 0.044 | 0.1672 | - | - | 0.3 | 1.14 |
| 8 | 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 | 12.63294994 | Square Meter | - | - | 0.05 | 0.631647497 | 0.05 | 0.631647497 | - | - |
| 9 | R.C.C. Work (AR0410d) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm | 11.5109046672 | Square Meter | - | - | 0.6547619047619 | 7.5369018654286 | 0.6547619047619 | 7.5369018654286 | - | - |
| 10 | R.C.C. Work (AR0410e) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. Lintels Data for 7.8 sqm | 4.83002697 | Square Meter | - | - | 0.16025641025641 | 0.77404278365385 | 0.16025641025641 | 0.77404278365385 | - | - |
| 11 | R.C.C. Work (AR0410a) : Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height | 18.722277075 | Square Meter | - | - | 0.30555555555556 | 5.7206957729167 | 0.30555555555556 | 5.7206957729167 | - | - |
| 12 | 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. | 3.800277664768 | Cubic Meter | 2.96 | 11.248821887713 | - | - | 1.05 | 3.9902915480064 | 0.35 | 1.3300971826688 |
| 13 | 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. | 18.722277075 | Square Meter | 0.17 | 3.18278710275 | - | - | 0.14 | 2.6211187905 | - | - |
| 14 | 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. | 44.18187971 | Square Meter | 0.12 | 5.3018255652 | - | - | 0.14 | 6.1854631594 | - | - |
| 15 | 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. | 34.296535995 | Square Meter | 0.24 | 8.2311686388 | - | - | 0.16 | 5.4874457592 | - | - |
| 16 | Other Building Items. (AR1901B) : Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) | 9.63497013 | Square Meter | 0.216 | 2.08115354808 | - | - | - | - | 0.216 | 2.08115354808 |
| 17 | Flooring (AR0817bc) : Fixing Vitrified industrial Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm in wall cladding/ glazed tiles on 12mm thick cement plaster (1:3) - Fixing Vitrified industrial Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm in wall cladding/ glazed tiles on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified industrial tiles including rubbing and polishing complete including cost of precast tiles. | 32.2745022 | Square Meter | 0.325 | 10.489213215 | - | - | - | - | 0.325 | 10.489213215 |
| Total Qty | 23.522943942174 | 63.414341494944 | 35.383926724285 | 15.17012168453 | |||||||
| Rate Per Man Day | 612 | 462 | 562 | 512 | |||||||
| Total Amount | 14396.041692611 | 29297.425770664 | 19885.766819048 | 7767.1023024796 | |||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM178 | BRM342 | BRM340 | BRM028 | BRM056 | BRM029 | BRM044 | BRM005 | BRM060 | BRM052 | BRM162 | BRM341 | BRM104 | BRM092 | BRM084 | BRM094 | BRMMR0025 | BRM174 | BRM131 | BRM133 | ||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | ||||
| 1 | Pile Foundation(AR1501cb) :.Single under reamed pile foundation 250 mm dia and 3.5 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 250 mm dia and 3.5 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (250mm dia and 3.5 meter long) | 6 | Nos | 0.663 | 3.978 | 0.265 | 1.59 | 0.898 | 5.388 | 0.107 | 0.642 | 0.212 | 1.272 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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 | 2.620578256 | 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. | 5.0654307763392 | Cum | - | - | - | - | - | - | - | - | - | - | 1 | 5.0654307763392 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 1.4152629602496 | Cum | - | - | - | - | 2.29 | 3.2409521789716 | 0.48 | 0.67932622091981 | - | - | - | - | 0.96 | 1.3586524418396 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | 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. | 1.5213714183584 | Cum | - | - | - | - | 0.672 | 1.0223615931368 | 0.28 | 0.42598399714035 | - | - | - | - | - | - | 350 | 532.47999642544 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0404A) :.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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering) | 4.4613222605824 | Cum | - | - | - | - | 3.4733 | 15.495510607681 | 0.45 | 2.0075950172621 | - | - | - | - | - | - | - | - | 0.36 | 1.6060760138097 | 0.54 | 2.4091140207145 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7 | 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. | 3.8 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.8 | 3.04 | 1.05 | 3.99 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8 | 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 | 12.63294994 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.00267 | 0.0337299763398 | 0.126 | 1.59175169244 | - | - | - | - | - | - | - | - | - | - | - | - |
| 9 | R.C.C. Work (AR0410d) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm | 11.5109046672 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0051904761904762 | 0.059747076605943 | - | - | 0.55238095238095 | 6.3584044828343 | - | - | - | - | - | - | - | - | - | - |
| 10 | R.C.C. Work (AR0410e) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. Lintels Data for 7.8 sqm | 4.83002697 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0052948717948718 | 0.025574373571923 | - | - | - | - | 0.26923076923077 | 1.3003918765385 | - | - | - | - | - | - | - | - |
| 11 | R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height | 18.722277075 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0050222222222222 | 0.094027435976667 | - | - | 0.62222222222222 | 11.649416846667 | - | - | - | - | - | - | - | - | - | - |
| 12 | 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. | 3.800277664768 | Cum | - | - | - | - | 0.672 | 2.5537865907241 | 0.28 | 1.064077746135 | - | - | - | - | - | - | 350 | 1330.0971826688 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 3.800277664768 | - | - | - | - | - | - |
| 13 | 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. | 18.722277075 | Sqm | - | - | - | - | 0.0372 | 0.69646870719 | 0.0075 | 0.1404170780625 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | 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. | 44.18187971 | Sqm | - | - | - | - | 0.0358 | 1.581711293618 | 0.015 | 0.66272819565 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 15 | 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. | 34.296535995 | Sqm | - | - | - | - | 0.043 | 1.474751047785 | 0.018 | 0.61733764791 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 16 | Other Building Items. (AR1901B) :.Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) | 9.63497013 | Sqm | - | - | - | - | 0.1074 | 1.034795791962 | 0.021 | 0.20233437273 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0076 | 0.073225772988 | 1 | 9.63497013 | - | - |
| 17 | Flooring (AR0817bc) :.Fixing Vitrified industrial Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm in wall cladding/ glazed tiles on 12mm thick cement plaster (1:3) - Fixing Vitrified industrial Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm in wall cladding/ glazed tiles on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified industrial tiles including rubbing and polishing complete including cost of precast tiles. | 32.2745022 | Sqm | - | - | - | - | 0.1375 | 4.4377440525 | 0.015 | 0.484117533 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 32.2745022 |
| Total Qty | 3.978 | 1.59 | 36.926081863568 | 6.9259178088098 | 1.272 | 5.0654307763392 | 1.3586524418396 | 1862.5771790942 | 1.6060760138097 | 2.4091140207145 | 3.04 | 3.99 | 0.21307886249433 | 1.59175169244 | 18.007821329501 | 1.3003918765385 | 3.800277664768 | 0.073225772988 | 9.63497013 | 32.2745022 | |||||||||||||||||||||||
| Rate Per Unit | 337.87 | 450 | 567.932 | 730.47 | 2957.73 | 725.53 | 2556.36 | 6.8607 | 2979.78 | 2943.4 | 90 | 6216.742 | 58620.646 | 276.666 | 297.726 | 287.666 | 33 | 2047.912 | 662.3175001 | 589.5875001 | |||||||||||||||||||||||
| Total Amount | 1344.04686 | 715.5 | 20971.50352494 | 5059.1751818013 | 3762.23256 | 3675.1219911574 | 3473.2047562211 | 12778.583252612 | 4785.7531844298 | 7090.986208571 | 273.6 | 24804.80058 | 12490.820568363 | 440.38357374061 | 5361.396613147 | 374.07852955631 | 125.40916293734 | 149.9599392114 | 6381.4093300398 | 19028.64306907 | |||||||||||||||||||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM340 | BRM028 | BRM056 | BRM029 | BRM044 | BRM005 | BRM060 | BRM052 | BRM341 | BRM104 | BRM092 | BRM084 | BRM094 | BRM174 | BRM131 | BRM133 | ||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | Pile Foundation(AR1501cb) :.Single under reamed pile foundation 250 mm dia and 3.5 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 250 mm dia and 3.5 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (250mm dia and 3.5 meter long) | 6 | Nos | 0.898 | 5.388 | 0.107 | 0.642 | 0.212 | 1.272 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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 | 2.620578256 | 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. | 5.0654307763392 | Cum | - | - | - | - | - | - | 1 | 5.0654307763392 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 1.4152629602496 | Cum | 2.29 | 3.2409521789716 | 0.48 | 0.67932622091981 | - | - | - | - | 0.96 | 1.3586524418396 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | 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. | 1.5213714183584 | Cum | 0.672 | 1.0223615931368 | 0.28 | 0.42598399714035 | - | - | - | - | - | - | 350 | 532.47999642544 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0404A) :.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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering) | 4.4613222605824 | Cum | 3.4733 | 15.495510607681 | 0.45 | 2.0075950172621 | - | - | - | - | - | - | - | - | 0.36 | 1.6060760138097 | 0.54 | 2.4091140207145 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7 | 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. | 3.8 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1.05 | 3.99 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8 | 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 | 12.63294994 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.00267 | 0.0337299763398 | 0.000614 | 0.00775663126316 | - | - | - | - | - | - | - | - | - | - |
| 9 | R.C.C. Work (AR0410d) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm | 11.5109046672 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0051904761904762 | 0.059747076605943 | - | - | 0.0056666666666667 | 0.0652284597808 | - | - | - | - | - | - | - | - |
| 10 | R.C.C. Work (AR0410e) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. Lintels Data for 7.8 sqm | 4.83002697 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0052948717948718 | 0.025574373571923 | - | - | - | - | 0.0035384615384615 | 0.017090864663077 | - | - | - | - | - | - |
| 11 | R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height | 18.722277075 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0050222222222222 | 0.094027435976667 | - | - | 0.0076666666666667 | 0.143537457575 | - | - | - | - | - | - | - | - |
| 12 | 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. | 3.800277664768 | Cum | 0.672 | 2.5537865907241 | 0.28 | 1.064077746135 | - | - | - | - | - | - | 350 | 1330.0971826688 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 13 | 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. | 18.722277075 | Sqm | 0.0372 | 0.69646870719 | 0.0075 | 0.1404170780625 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | 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. | 44.18187971 | Sqm | 0.0358 | 1.581711293618 | 0.015 | 0.66272819565 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 15 | 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. | 34.296535995 | Sqm | 0.043 | 1.474751047785 | 0.018 | 0.61733764791 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 16 | Other Building Items. (AR1901B) :.Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) | 9.63497013 | Sqm | 0.1074 | 1.034795791962 | 0.021 | 0.20233437273 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0076 | 0.073225772988 | 1 | 9.63497013 | - | - |
| 17 | Flooring (AR0817bc) :.Fixing Vitrified industrial Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm in wall cladding/ glazed tiles on 12mm thick cement plaster (1:3) - Fixing Vitrified industrial Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm in wall cladding/ glazed tiles on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified industrial tiles including rubbing and polishing complete including cost of precast tiles. | 32.2745022 | Sqm | 0.1375 | 4.4377440525 | 0.015 | 0.484117533 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 32.2745022 |
| Total Qty | 36.926081863568 | 6.9259178088098 | 1.272 | 5.0654307763392 | 1.3586524418396 | 1862.5771790942 | 1.6060760138097 | 2.4091140207145 | 3.99 | 0.21307886249433 | 0.00775663126316 | 0.2087659173558 | 0.017090864663077 | 0.073225772988 | 9.63497013 | 32.2745022 | |||||||||||||||||||
| Rate Per Unit | 0 | 265.25 | 522.5 | 265.25 | 422.5 | 0 | 422.5 | 422.5 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||||||||||
| Total Amount | 0 | 1837.0996987868 | 664.62 | 1343.605513424 | 574.03065667724 | 0 | 678.56711583458 | 1017.8506737519 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||||||||||
| S/N | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Provision for PH Work @ Rs. 14500 | Rs. 14500 |
| 2 | Provision for Contingency @ 0.5% | Rs. 1089.1325998634 |
| 3 | Display Citizen Board @ Rs. 1080 | Rs. 1080 |
| 4 | Any Other Lumpsum @ Rs. 10000 | Rs. 10000 |
| Sl.No. | Item Name | Amount (in Rs.) | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| No data to display. | |||||||||||||||||||
