Hon'ble Chief Minister
Hon'ble Minister (PR&DW and RD)
| State: Odisha | District: Kandhamal | Block: Phiringia | Gram Panchayat: Balandapada |
| Financial Year: 2022-23 | Execution Level: ps |
| Executing Agency: Panchayat Samiti, Phiringia | Bill Status: 1st Bill |
| Proposal Date: - | Date of Commencement: 07-01-2026 |
| Date of Completion: - | Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: Provision of Facilities at GP Head Quarter | Project Sub-Category: GP Facility Centre |
| Project Type: New Work | Name of Executant: BIBHUDANANDA BISWAL |
| Sl.No. | Activity taken | Unit | Quantity | Unit Price (in Rs.) | Total (in Rs.) |
|---|---|---|---|---|---|
| 1 | Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | Cum | 26.273459712 | 240.77592 | 6326.0164337397 |
| 2 | Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | Cum | 9.95481068352 | 513.547832 | 5112.2714444921 |
| 3 | Concrete (AR0303) : Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | Cum | 22.942978940198 | 6101.18511744 | 139979.36165968 |
| 4 | 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 | 18.6254610353 | 6385.9168544288 | 118940.64554683 |
| 5 | 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 | 17.82 | 9595.779417 | 170996.78921094 |
| 6 | 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 | 9.142862939 | 501.61172573 | 4586.1672569447 |
| 7 | 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 | 54.62975109 | 216.39264180804 | 11821.476159681 |
| 8 | 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 | 49.6593941385 | 1049.8984435229 | 52137.320612301 |
| 9 | 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 | 40.0218598857 | 665.22942542133 | 26623.718856057 |
| 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 | 1.2076867428 | 5563.344578792 | 6718.7774934353 |
| 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 | 19.7286649804 | 5596.674578792 | 110414.91776931 |
| 12 | 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 | 113.0164995 | 253.634315648 | 28664.862507615 |
| 13 | 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 | 76.30587905 | 177.7908604288 | 13566.487892075 |
| 14 | Plastering (AR1026) : 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces (inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside 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 | 46.19601675 | 163.6923509056 | 7561.934584282 |
| Sl.No. | Activity Name | Quantity (A) | Unit | Un-Skilled | Skilled | Semi-Skilled | Highly-Skilled | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Rs. 462 | Rs. 562 | Rs. 512 | Rs. 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 (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 | 26.273459712 | Cubic Meter | 0.516 | 13.557105211392 | - | - | - | - | - | - |
| 2 | Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | 9.95481068352 | Cubic Meter | 0.1236 | 1.2304146004831 | - | - | - | - | - | - |
| 3 | Concrete (AR0303) : Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | 22.942978940198 | Cubic Meter | 3.9 | 89.477617866772 | - | - | 0.18 | 4.1297362092356 | - | - |
| 4 | 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) | 18.6254610353 | Cubic Meter | 1.3333 | 24.833327198365 | 0.0573 | 1.0672389173227 | 0.1 | 1.86254610353 | - | - |
| 5 | 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. | 17.82 | Quintal | 0.8 | 14.256 | 0.044 | 0.78408 | - | - | 0.3 | 5.346 |
| 6 | 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 | 9.142862939 | Square Meter | - | - | 0.16025641025641 | 1.4652023940705 | 0.16025641025641 | 1.4652023940705 | - | - |
| 7 | 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 | 54.62975109 | Square Meter | - | - | 0.05 | 2.7314875545 | 0.05 | 2.7314875545 | - | - |
| 8 | 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 | 49.6593941385 | Square Meter | - | - | 0.6547619047619 | 32.515079495446 | 0.6547619047619 | 32.515079495446 | - | - |
| 9 | 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 | 40.0218598857 | Square Meter | - | - | 0.30555555555556 | 12.228901631742 | 0.30555555555556 | 12.228901631742 | - | - |
| 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. | 1.2076867428 | Cubic Meter | 2.96 | 3.574752758688 | - | - | 1.05 | 1.26807107994 | 0.35 | 0.42269035998 |
| 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. | 19.7286649804 | Cubic Meter | 2.96 | 58.396848341984 | - | - | 1.05 | 20.71509822942 | 0.35 | 6.90503274314 |
| 12 | 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. | 113.0164995 | Square Meter | 0.24 | 27.12395988 | - | - | 0.16 | 18.08263992 | - | - |
| 13 | 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. | 76.30587905 | Square Meter | 0.12 | 9.156705486 | - | - | 0.14 | 10.682823067 | - | - |
| 14 | Plastering (AR1026) : 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces (inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside 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. | 46.19601675 | Square Meter | 0.12 | 5.54352201 | - | - | 0.14 | 6.467442345 | - | - |
| Total Qty | 247.15025335368 | 112.14902802988 | 50.791989993081 | 12.67372310312 | |||||||
| Rate Per Man Day | 462 | 562 | 512 | 612 | |||||||
| Total Amount | 114183.4170494 | 63027.753752795 | 26005.498876458 | 7756.3185391094 | |||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM060 | BRM052 | BRM162 | BRM341 | BRM094 | BRM104 | BRM092 | BRM084 | BRM005 | BRMMR0025 | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | ||||
| 1 | Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 26.273459712 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | 9.95481068352 | Cum | 1 | 9.95481068352 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | Concrete (AR0303) :.Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | 22.942978940198 | Cum | - | - | 2.29 | 52.539421773053 | 0.48 | 11.012629891295 | 0.96 | 22.02525978259 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | 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) | 18.6254610353 | Cum | - | - | 3.4733 | 64.691813813907 | 0.45 | 8.381457465885 | - | - | 0.36 | 6.705165972708 | 0.54 | 10.057748959062 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | 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. | 17.82 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | 0.8 | 14.256 | 1.05 | 18.711 | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | 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 | 9.142862939 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.26923076923077 | 2.4615400220385 | 0.0052948717948718 | 0.04841028710009 | - | - | - | - | - | - | - | - |
| 7 | 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 | 54.62975109 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.00267 | 0.1458614354103 | 0.126 | 6.88334863734 | - | - | - | - | - | - |
| 8 | 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 | 49.6593941385 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0051904761904762 | 0.25775590290936 | - | - | 0.55238095238095 | 27.430903428886 | - | - | - | - |
| 9 | 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 | 40.0218598857 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0050222222222222 | 0.20099867409263 | - | - | 0.62222222222222 | 24.902490595547 | - | - | - | - |
| 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. | 1.2076867428 | Cum | - | - | 0.672 | 0.8115654911616 | 0.28 | 0.338152287984 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 422.69035998 | - | - |
| 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. | 19.7286649804 | Cum | - | - | 0.672 | 13.257662866829 | 0.28 | 5.524026194512 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 6905.03274314 | 1 | 19.7286649804 |
| 12 | 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. | 113.0164995 | Sqm | - | - | 0.043 | 4.8597094785 | 0.018 | 2.034296991 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 13 | 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. | 76.30587905 | Sqm | - | - | 0.0358 | 2.73175046999 | 0.015 | 1.14458818575 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | Plastering (AR1026) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces (inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside 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. | 46.19601675 | Sqm | - | - | 0.0271 | 1.251912053925 | 0.0075 | 0.346470125625 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| Total Qty | 9.95481068352 | 140.14383594737 | 28.781621142051 | 22.02525978259 | 6.705165972708 | 10.057748959062 | 14.256 | 18.711 | 2.4615400220385 | 0.65302629951237 | 6.88334863734 | 52.333394024432 | 7327.72310312 | 19.7286649804 | |||||||||||||||||
| Rate Per Unit | 411.11 | 656.412 | 938.79 | 1857.16 | 2280.58 | 2244.2 | 90.1 | 7157.192 | 287.666 | 59001.126 | 276.666 | 297.726 | 7.28935 | 33 | |||||||||||||||||
| Total Amount | 4092.5222201019 | 91992.095641883 | 27019.898111946 | 40904.431457835 | 15291.667414038 | 22571.600213927 | 1284.4656 | 133918.219512 | 708.10137197972 | 38529.286978843 | 1904.3885340983 | 15581.012069318 | 53414.338401728 | 651.0459443532 | |||||||||||||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM060 | BRM052 | BRM341 | BRM094 | BRM104 | BRM092 | BRM084 | BRM005 | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | ||||
| 1 | Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 26.273459712 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | 9.95481068352 | Cum | 1 | 9.95481068352 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | Concrete (AR0303) :.Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | 22.942978940198 | Cum | - | - | 2.29 | 52.539421773053 | 0.48 | 11.012629891295 | 0.96 | 22.02525978259 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | 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) | 18.6254610353 | Cum | - | - | 3.4733 | 64.691813813907 | 0.45 | 8.381457465885 | - | - | 0.36 | 6.705165972708 | 0.54 | 10.057748959062 | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | 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. | 17.82 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | 1.05 | 18.711 | - | - | - | - | - | - | - | - | - | - |
| 6 | 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 | 9.142862939 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0035384615384615 | 0.032351668861077 | 0.0052948717948718 | 0.04841028710009 | - | - | - | - | - | - |
| 7 | 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 | 54.62975109 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.00267 | 0.1458614354103 | 0.000614 | 0.03354266716926 | - | - | - | - |
| 8 | 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 | 49.6593941385 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0051904761904762 | 0.25775590290936 | - | - | 0.0056666666666667 | 0.2814032334515 | - | - |
| 9 | 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 | 40.0218598857 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0050222222222222 | 0.20099867409263 | - | - | 0.0076666666666667 | 0.3068342591237 | - | - |
| 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. | 1.2076867428 | Cum | - | - | 0.672 | 0.8115654911616 | 0.28 | 0.338152287984 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 422.69035998 |
| 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. | 19.7286649804 | Cum | - | - | 0.672 | 13.257662866829 | 0.28 | 5.524026194512 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 6905.03274314 |
| 12 | 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. | 113.0164995 | Sqm | - | - | 0.043 | 4.8597094785 | 0.018 | 2.034296991 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 13 | 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. | 76.30587905 | Sqm | - | - | 0.0358 | 2.73175046999 | 0.015 | 1.14458818575 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | Plastering (AR1026) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces (inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside 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. | 46.19601675 | Sqm | - | - | 0.0271 | 1.251912053925 | 0.0075 | 0.346470125625 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| Total Qty | 9.95481068352 | 140.14383594737 | 28.781621142051 | 22.02525978259 | 6.705165972708 | 10.057748959062 | 18.711 | 0.032351668861077 | 0.65302629951237 | 0.03354266716926 | 0.5882374925752 | 7327.72310312 | |||||||||||||||
| Rate Per Unit | 40.25 | 0 | 40.25 | 149.5 | 149.5 | 149.5 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||||||
| Total Amount | 400.68113001168 | 0 | 1158.4602509676 | 3292.7763374972 | 1002.4223129198 | 1503.6334693798 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||||||
| S/N | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Display Citizen Board @ Rs. 5000 | Rs. 5000 |
| 2 | Any Other Lumpsum @ Rs. 68241 | Rs. 68241 |
| 3 | Contingency @ 1% | Rs. 7035 |
| Sl.No. | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Contingency @ 1% | Rs. 7837 |
| 2 | Royalty @ Rs. 6398.2378267618 | Rs. 6398 |
| 3 | EMF @ Rs. 319.91189133809 | Rs. 320 |
| 4 | DMF @ Rs. 639.82378267618 | Rs. 640 |
| 5 | Empty Gunny Bag (Cement x Gunny Bag Rate : 3 x 3.945) @ 1120.38 | Rs. 1120.38 |
| 6 | Labour Cess @ 1% | Rs. 7837 |
| 7 | Any Other Lumpsum Bill @ Rs. 956 | Rs. 956 |
