Hon'ble Chief Minister
Hon'ble Minister (PR&DW and RD)
| State: Odisha | District: Mayurbhanj | Block: Morada | Gram Panchayat: Haldipal |
| Financial Year: 2024-25 | Execution Level: ps |
| Executing Agency: Panchayat Samiti, Morada | Proposal Date: - |
| Date of Commencement: 15-10-2025 | Date of Completion: - |
| Scheme Name: 5th SFC Grant in Aid | Scheme Component Name: Creation of Capital Asset for Revenue Generation |
| Project Sub-Category: Kalyan Mandap | Project Type: New Work |
| Name of Executant: BIKASH CHANDRA BANERJEE |
| Sl.No. | Activity taken | Unit | Quantity | Unit Price (in Rs.) | Total (in Rs.) |
|---|---|---|---|---|---|
| 1 | Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | Cum | 27.367408488 | 240.77592 | 6589.412956714 |
| 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 | 29.93240228144 | 1156.544132 | 34618.144215263 |
| 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 | 9.8570143672 | 6752.2061563 | 66556.593092945 |
| 4 | 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 | 70.8748718633 | 197.830792114 | 14021.232041695 |
| 5 | 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 | 99.870725 | 181.632748646 | 18139.794291019 |
| 6 | 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 | 98.01080694 | 258.24692121 | 25310.989137563 |
| 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 | 33.68291168 | 216.23489289764 | 7283.4207996055 |
| 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 | 49.5345417968 | 1047.3822930467 | 51881.60197215 |
| 9 | 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 | 17.5218216702 | 499.15267251462 | 8746.0641140049 |
| 10 | 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 | 73.1889834 | 662.689943368 | 48501.603264507 |
| 11 | R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | Qntl | 20 | 9224.1475637 | 184482.951274 |
| 12 | Flooring (AR0817aa) : Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. | Sqm | 60.8886262 | 1558.269439896 | 94880.885444711 |
| 13 | Flooring (AR0816) : Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. | Sqm | 13.47650918 | 1238.79582419 | 16694.643296842 |
| 14 | Painting (AR0901a) : Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | Sqm | 184.73204132 | 70.10345434121 | 12950.354224035 |
| 15 | 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 | 6.271765278672 | 5353.89219764 | 33578.355190911 |
| 16 | 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 | 15.755786084 | 5387.22219764 | 84879.920532992 |
| 17 | Painting (AR0903i) : Painting two coats of enamel paint in outer surface paint (outer surface) - Painting two coats of enamel paint in outer surface paint including all costs of labour, Paint and brushes required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) | Sqm | 20.903175 | 164.25774890202 | 3433.508470405 |
| 18 | Iron Work (AR1704) : Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. | Qntl | 2.66 | 16529.143101087 | 43967.520648891 |
| 19 | 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 | 24.923272892403 | 7059.774625771 | 175952.68955695 |
| 20 | Painting (AR0920) : Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) | Sqm | 194.29919226 | 94.7826508375 | 18416.192497988 |
| 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 (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 27.367408488 | Cubic Meter | 0.516 | 14.121582779808 | - | - | - | - | - | - |
| 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. | 29.93240228144 | Cubic Meter | 0.1236 | 3.699644921986 | - | - | - | - | - | - |
| 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. | 9.8570143672 | Cubic Meter | 3.9 | 38.44235603208 | - | - | 0.18 | 1.774262586096 | - | - |
| 4 | 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. | 70.8748718633 | Square Meter | 0.17 | 12.048728216761 | - | - | 0.14 | 9.922482060862 | - | - |
| 5 | 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. | 99.870725 | Square Meter | 0.12 | 11.984487 | - | - | 0.14 | 13.9819015 | - | - |
| 6 | 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. | 98.01080694 | Square Meter | 0.24 | 23.5225936656 | - | - | 0.16 | 15.6817291104 | - | - |
| 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 | 33.68291168 | Square Meter | - | - | 0.05 | 1.684145584 | 0.05 | 1.684145584 | - | - |
| 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 | 49.5345417968 | Square Meter | - | - | 0.6547619047619 | 32.433330938381 | 0.6547619047619 | 32.433330938381 | - | - |
| 9 | 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 | 17.5218216702 | Square Meter | - | - | 0.16025641025641 | 2.8079842420192 | 0.16025641025641 | 2.8079842420192 | - | - |
| 10 | 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 | 73.1889834 | Square Meter | - | - | 0.30555555555556 | 22.363300483333 | 0.30555555555556 | 22.363300483333 | - | - |
| 11 | R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 20 | Quintal | 0.8 | 16 | 0.044 | 0.88 | - | - | 0.3 | 6 |
| 12 | Flooring (AR0817aa) : Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. | 60.8886262 | Square Meter | 0.325 | 19.788803515 | 0.76 | 46.275355912 | - | - | 0.325 | 19.788803515 |
| 13 | Flooring (AR0816) : Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. | 13.47650918 | Square Meter | 0.216 | 2.91092598288 | 0.55 | 7.412080049 | - | - | 0.216 | 2.91092598288 |
| 14 | Painting (AR0901a) : Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | 184.73204132 | Square Meter | 0.053763440860215 | 9.9318301784946 | - | - | - | - | 0.053763440860215 | 9.9318301784946 |
| 15 | 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. | 6.271765278672 | Cubic Meter | 2.96 | 18.564425224869 | - | - | 1.05 | 6.5853535426056 | 0.35 | 2.1951178475352 |
| 16 | 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. | 15.755786084 | Cubic Meter | 2.96 | 46.63712680864 | - | - | 1.05 | 16.5435753882 | 0.35 | 5.5145251294 |
| 17 | Painting (AR0903i) : Painting two coats of enamel paint in outer surface paint (outer surface) - Painting two coats of enamel paint in outer surface paint including all costs of labour, Paint and brushes required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) | 20.903175 | Square Meter | 0.11827956989247 | 2.4724185483871 | - | - | - | - | 0.13440860215054 | 2.8095665322581 |
| 18 | Iron Work (AR1704) : Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. | 2.66 | Quintal | 6.3976377952756 | 17.017716535433 | 1.9685039370079 | 5.2362204724409 | 3.9370078740157 | 10.472440944882 | 3.4448818897638 | 9.1633858267717 |
| 19 | 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) | 24.923272892403 | Cubic Meter | 1.3333 | 33.230199747441 | 0.0573 | 1.4281035367347 | 0.1 | 2.4923272892403 | - | - |
| 20 | Painting (AR0920) : Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) | 194.29919226 | Square Meter | 0.064 | 12.43514830464 | - | - | - | - | 0.054 | 10.49215638204 |
| Total Qty | 282.80798746202 | 136.74283367002 | 120.52052121791 | 68.80631139438 | |||||||
| Rate Per Man Day | 462 | 562 | 512 | 612 | |||||||
| Total Amount | 130657.29020745 | 76849.472522551 | 61706.506863569 | 42109.46257336 | |||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM104 | BRM092 | BRM084 | BRM094 | BRM162 | BRM341 | BRM131 | BRMMR0027 | BRM130 | BRM138 | BRM005 | BRMMR0025 | BRM141 | BRM060 | BRM052 | BRM140 | ||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 27.367408488 | 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. | 29.93240228144 | Cum | 1 | 29.93240228144 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 9.8570143672 | Cum | - | - | 2.29 | 22.572562900888 | 0.48 | 4.731366896256 | 0.96 | 9.462733792512 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | 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. | 70.8748718633 | Sqm | - | - | 0.0372 | 2.6365452333148 | 0.0075 | 0.53156153897475 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | 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. | 99.870725 | Sqm | - | - | 0.0358 | 3.575371955 | 0.015 | 1.498060875 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | 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. | 98.01080694 | Sqm | - | - | 0.043 | 4.21446469842 | 0.018 | 1.76419452492 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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 | 33.68291168 | Sqm | - | - | - | - | - | - | - | - | 0.00267 | 0.0899333741856 | 0.126 | 4.24404687168 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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 | 49.5345417968 | Sqm | - | - | - | - | - | - | - | - | 0.0051904761904762 | 0.25710785980244 | - | - | 0.55238095238095 | 27.36193737347 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 9 | 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 | 17.5218216702 | Sqm | - | - | - | - | - | - | - | - | 0.0052948717948718 | 0.092775799356315 | - | - | - | - | 0.26923076923077 | 4.7174135265923 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | 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 | 73.1889834 | Sqm | - | - | - | - | - | - | - | - | 0.0050222222222222 | 0.36757133885333 | - | - | 0.62222222222222 | 45.539811893333 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 11 | R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 20 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.8 | 16 | 1.05 | 21 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 12 | Flooring (AR0817aa) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. | 60.8886262 | Sqm | - | - | 0.1375 | 8.3721861025 | 0.015 | 0.913329393 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 60.8886262 | 1 | 60.8886262 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 13 | Flooring (AR0816) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. | 13.47650918 | Sqm | - | - | 0.2737 | 3.688520562566 | 0.013 | 0.17519461934 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 13.47650918 | 1 | 13.47650918 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | Painting(AR0901a) :.Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | 184.73204132 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.075 | 13.854903099 | - | - | - | - | - | - | - | - | - | - | - | - |
| 15 | 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. | 6.271765278672 | Cum | - | - | 0.672 | 4.2146262672676 | 0.28 | 1.7560942780282 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 2195.1178475352 | - | - | - | - | - | - | - | - | - | - |
| 16 | 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. | 15.755786084 | Cum | - | - | 0.672 | 10.587888248448 | 0.28 | 4.41162010352 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 5514.5251294 | 1 | 15.755786084 | - | - | - | - | - | - | - | - |
| 17 | Painting(AR0903i) :.Painting two coats of enamel paint in outer surface paint (outer surface) - Painting two coats of enamel paint in outer surface paint including all costs of labour, Paint and brushes required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) | 20.903175 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 2.612896875 | - | - | - | - | - | - |
| 18 | Iron Work(AR1704) :.Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. | 2.66 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 2.66 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 19 | 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) | 24.923272892403 | Cum | - | - | 3.4733 | 86.566003737183 | 0.45 | 11.215472801581 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.36 | 8.9723782412651 | 0.54 | 13.458567361898 | - | - |
| 20 | Painting(AR0920) :.Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) | 194.29919226 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 24.2873990325 |
| Total Qty | 29.93240228144 | 146.42816970559 | 26.99689503062 | 9.462733792512 | 0.80738837219769 | 4.24404687168 | 72.901749266804 | 4.7174135265923 | 16 | 23.66 | 60.8886262 | 74.36513538 | 13.47650918 | 13.854903099 | 7709.6429769352 | 15.755786084 | 2.612896875 | 8.9723782412651 | 13.458567361898 | 24.2873990325 | |||||||||||||||||||||||
| Rate Per Unit | 531.74 | 644.787 | 538.16 | 1930.76 | 58573.086 | 229.106 | 250.166 | 240.106 | 90 | 6855.747 | 667.2266671 | 8.5 | 466.2266671 | 155.56567 | 6.4531 | 33 | 205.82567 | 2315.51 | 2317.8 | 249.82567 | |||||||||||||||||||||||
| Total Amount | 15916.255589133 | 94414.980259957 | 14528.649029679 | 18270.26789723 | 47291.228560135 | 972.33660258312 | 18237.539007079 | 1132.679292216 | 1440 | 162206.97402 | 40626.515123724 | 632.10365073 | 6283.107959134 | 2155.347283381 | 49751.097094461 | 519.940940772 | 537.80124993778 | 20775.631541432 | 31194.267431406 | 6067.6157358517 | |||||||||||||||||||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM104 | BRM092 | BRM084 | BRM094 | BRM341 | BRM131 | BRM130 | BRM138 | BRM005 | BRM141 | BRM060 | BRM052 | BRM140 | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 27.367408488 | 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. | 29.93240228144 | Cum | 1 | 29.93240228144 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 9.8570143672 | Cum | - | - | 2.29 | 22.572562900888 | 0.48 | 4.731366896256 | 0.96 | 9.462733792512 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | 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. | 70.8748718633 | Sqm | - | - | 0.0372 | 2.6365452333148 | 0.0075 | 0.53156153897475 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | 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. | 99.870725 | Sqm | - | - | 0.0358 | 3.575371955 | 0.015 | 1.498060875 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | 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. | 98.01080694 | Sqm | - | - | 0.043 | 4.21446469842 | 0.018 | 1.76419452492 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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 | 33.68291168 | Sqm | - | - | - | - | - | - | - | - | 0.00267 | 0.0899333741856 | 0.000614 | 0.02068130777152 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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 | 49.5345417968 | Sqm | - | - | - | - | - | - | - | - | 0.0051904761904762 | 0.25710785980244 | - | - | 0.0056666666666667 | 0.28069573684853 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 9 | 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 | 17.5218216702 | Sqm | - | - | - | - | - | - | - | - | 0.0052948717948718 | 0.092775799356315 | - | - | - | - | 0.0035384615384615 | 0.062000292063785 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | 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 | 73.1889834 | Sqm | - | - | - | - | - | - | - | - | 0.0050222222222222 | 0.36757133885333 | - | - | 0.0076666666666667 | 0.5611155394 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 11 | R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 20 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1.05 | 21 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 12 | Flooring (AR0817aa) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. | 60.8886262 | Sqm | - | - | 0.1375 | 8.3721861025 | 0.015 | 0.913329393 | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 60.8886262 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 13 | Flooring (AR0816) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. | 13.47650918 | Sqm | - | - | 0.2737 | 3.688520562566 | 0.013 | 0.17519461934 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 13.47650918 | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | Painting(AR0901a) :.Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | 184.73204132 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.075 | 13.854903099 | - | - | - | - | - | - | - | - | - | - |
| 15 | 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. | 6.271765278672 | Cum | - | - | 0.672 | 4.2146262672676 | 0.28 | 1.7560942780282 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 2195.1178475352 | - | - | - | - | - | - | - | - |
| 16 | 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. | 15.755786084 | Cum | - | - | 0.672 | 10.587888248448 | 0.28 | 4.41162010352 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 5514.5251294 | - | - | - | - | - | - | - | - |
| 17 | Painting(AR0903i) :.Painting two coats of enamel paint in outer surface paint (outer surface) - Painting two coats of enamel paint in outer surface paint including all costs of labour, Paint and brushes required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) | 20.903175 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 2.612896875 | - | - | - | - | - | - |
| 18 | Iron Work(AR1704) :.Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. | 2.66 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 2.66 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 19 | 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) | 24.923272892403 | Cum | - | - | 3.4733 | 86.566003737183 | 0.45 | 11.215472801581 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.36 | 8.9723782412651 | 0.54 | 13.458567361898 | - | - |
| 20 | Painting(AR0920) :.Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) | 194.29919226 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 24.2873990325 |
| Total Qty | 29.93240228144 | 146.42816970559 | 26.99689503062 | 9.462733792512 | 0.80738837219769 | 0.02068130777152 | 0.84181127624853 | 0.062000292063785 | 23.66 | 60.8886262 | 13.47650918 | 13.854903099 | 7709.6429769352 | 2.612896875 | 8.9723782412651 | 13.458567361898 | 24.2873990325 | ||||||||||||||||||||
| Rate Per Unit | 556.25 | 0 | 556.25 | 551.5 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0.04025 | 0 | 551.5 | 551.5 | 0 | ||||||||||||||||||||
| Total Amount | 16649.898769051 | 0 | 15017.022860783 | 5218.6976865704 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 310.31312982164 | 0 | 4948.2666000577 | 7422.3999000865 | 0 | ||||||||||||||||||||
| S/N | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Provision for PH Work @ Rs. 19605 | Rs. 19605 |
| 2 | Provision for Contingency @ 1% | Rs. 9508.858770232 |
| 3 | Display Citizen Board @ Rs. 3000 | Rs. 3000 |
| Sl.No. | Item Name | Amount (in Rs.) | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
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