Hon'ble Chief Minister
Hon'ble Minister (PR&DW and RD)
| State: Odisha | District: Deogarh | Block: Tileibani | Gram Panchayat: Tainsar |
| Financial Year: 2024-25 | Execution Level: ps |
| Executing Agency: Panchayat Samiti, Tileibani | Proposal Date: - |
| Date of Commencement: 16-04-2025 | Date of Completion: 18-12-2025 |
| Scheme Name: Construction of Vana Suraksha Samiti Building | Scheme Component Name: Construction of Buildings for Vana Suraksha Samiti |
| Project Sub-Category: Vana Suraksha Samiti Building | Project Type: New Work |
| Name of Executant: MANORANJAN BEHERA |
| Sl.No. | Activity taken | Unit | Quantity | Unit Price (in Rs.) | Total (in Rs.) |
|---|---|---|---|---|---|
| 1 | Earth Work (AR0102a) : Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil 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 | 32.39325 | 196.3036 | 6358.9115907 |
| 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 | 14.857125 | 431.852972 | 6416.0935866255 |
| 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 | 8.59925 | 5700.63478456 | 49021.183671128 |
| 4 | 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 | 13.278001 | 5309.077666208 | 70493.938560987 |
| 5 | 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 | 23.19625 | 5342.407666208 | 123923.82382728 |
| 6 | R.C.C. Work (AR0407Aa) : Column base (including centering & shuttering) - Column base (including centring & shuttering) | Cum | 5.738445 | 7019.5819494265 | 40281.484939777 |
| 7 | R.C.C. Work (AR0407Ac) : Column & Beam (including centring & shuttering) - Column & Beam (including centring & shuttering) | Cum | 2.8015 | 14971.027586746 | 41941.333784269 |
| 8 | R.C.C. Work (AR0407Ab) : Plinth beam (including centering & shuttering) - Plinth beam (including centring & shuttering) | Cum | 1.968125 | 7772.8690745682 | 15297.977947385 |
| 9 | R.C.C. Work (AR0407Ad) : Lintel (including centring & shuttering) - Lintel (including centring & shuttering) | Cum | 1.098375 | 13640.057427957 | 14981.898077432 |
| 10 | R.C.C. Work (AR0407Ae) : Staircase (including centring & shuttering) - Staircase (including centring & shuttering) | Cum | 1.89 | 14861.789393034 | 28088.781952834 |
| 11 | R.C.C. Work (AR0407Ag) : Roof (including centring & shuttering) - Roof (including centring & shuttering) | Cum | 6.0379125 | 13261.265303817 | 80070.359543733 |
| 12 | 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 | 38.488 | 193.7255064008 | 7456.107290354 |
| 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 | 126.461 | 181.8675135712 | 22999.147633728 |
| 14 | 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 | 122.94 | 257.634855352 | 31673.629116975 |
| 15 | 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 | 17.72 | 8929.5164338 | 158231.03120694 |
| 16 | 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 | 54.089 | 1529.259715401 | 82716.128746325 |
| 17 | Painting (AR0901b) : Priming one coat in inner surface with primer of approved quality over iron work. - Priming one coat in inner surface with primer of approved quality over iron work 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 | 31.5675 | 65.032952566133 | 2052.9277301314 |
| 18 | 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 | 296.9115 | 93.56833415 | 27781.514444978 |
| 19 | 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 | 31.5675 | 161.51390667688 | 5098.5902490224 |
| 20 | Painting (AR0901d) : Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces (Inner surface) - Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces 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 | 296.911 | 70.751511562133 | 21006.902049424 |
| Sl.No. | Activity Name | Quantity (A) | Unit | Un-Skilled | Skilled | Highly-Skilled | Semi-Skilled | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 452 | 552 | 602 | 502 | ||||||||
| 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 (AR0102a) : Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil 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 | 32.39325 | Cubic Meter | 0.43 | 13.9290975 | - | - | - | - | - | - |
| 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. | 14.857125 | Cubic Meter | 0.1236 | 1.83634065 | - | - | - | - | - | - |
| 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. | 8.59925 | Cubic Meter | 3.9 | 33.537075 | - | - | 0.18 | 1.547865 | - | - |
| 4 | 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. | 13.278001 | Cubic Meter | 2.96 | 39.30288296 | - | - | 1.05 | 13.94190105 | 0.35 | 4.64730035 |
| 5 | 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. | 23.19625 | Cubic Meter | 2.96 | 68.6609 | - | - | 1.05 | 24.3560625 | 0.35 | 8.1186875 |
| 6 | R.C.C. Work (AR0407Aa) : Column base (including centering & shuttering) - Column base (including centring & shuttering) | 5.738445 | Cubic Meter | 1.3333 | 7.6510687185 | 0.1323 | 0.7591962735 | 0.175 | 1.004227875 | - | - |
| 7 | R.C.C. Work (AR0407Ac) : Column & Beam (including centring & shuttering) - Column & Beam (including centring & shuttering) | 2.8015 | Cubic Meter | 1.3333 | 3.73523995 | 5.29605 | 14.836884075 | 5.33875 | 14.956508125 | - | - |
| 8 | R.C.C. Work (AR0407Ab) : Plinth beam (including centering & shuttering) - Plinth beam (including centring & shuttering) | 1.968125 | Cubic Meter | 1.3333 | 2.6241010625 | 0.3073 | 0.6048048125 | 0.35 | 0.68884375 | - | - |
| 9 | R.C.C. Work (AR0407Ad) : Lintel (including centring & shuttering) - Lintel (including centring & shuttering) | 1.098375 | Cubic Meter | 1.3333 | 1.4644633875 | 2.30105 | 2.52741579375 | 2.34375 | 2.57431640625 | - | - |
| 10 | R.C.C. Work (AR0407Ae) : Staircase (including centring & shuttering) - Staircase (including centring & shuttering) | 1.89 | Cubic Meter | 1.3333 | 2.519937 | 5.0073 | 9.463797 | 5.05 | 9.5445 | - | - |
| 11 | R.C.C. Work (AR0407Ag) : Roof (including centring & shuttering) - Roof (including centring & shuttering) | 6.0379125 | Cubic Meter | 1.3333 | 8.05034873625 | 3.11255 | 18.793304551875 | 3.15525 | 19.051123415625 | - | - |
| 12 | 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. | 38.488 | Square Meter | 0.17 | 6.54296 | - | - | 0.14 | 5.38832 | - | - |
| 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. | 126.461 | Square Meter | 0.12 | 15.17532 | - | - | 0.14 | 17.70454 | - | - |
| 14 | 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. | 122.94 | Square Meter | 0.24 | 29.5056 | - | - | 0.16 | 19.6704 | - | - |
| 15 | 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. | 17.72 | Quintal | 0.8 | 14.176 | 0.044 | 0.77968 | - | - | 0.3 | 5.316 |
| 16 | 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. | 54.089 | Square Meter | 0.325 | 17.578925 | 0.76 | 41.10764 | - | - | 0.325 | 17.578925 |
| 17 | Painting (AR0901b) : Priming one coat in inner surface with primer of approved quality over iron work. - Priming one coat in inner surface with primer of approved quality over iron work including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | 31.5675 | Square Meter | 0.053763440860215 | 1.6971774193548 | - | - | - | - | 0.053763440860215 | 1.6971774193548 |
| 18 | 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) | 296.9115 | Square Meter | 0.064 | 19.002336 | - | - | - | - | 0.054 | 16.033221 |
| 19 | 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) | 31.5675 | Square Meter | 0.11827956989247 | 3.7337903225806 | - | - | - | - | 0.13440860215054 | 4.2429435483871 |
| 20 | Painting (AR0901d) : Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces (Inner surface) - Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | 296.911 | Square Meter | 0.053763440860215 | 15.962956989247 | - | - | - | - | 0.053763440860215 | 15.962956989247 |
| Total Qty | 306.68652069593 | 130.42860812187 | 73.597211806989 | 88.872722506625 | |||||||
| Rate Per Man Day | 452 | 552 | 602 | 502 | |||||||
| Total Amount | 138622.30735456 | 71996.591683275 | 44305.521507808 | 44614.106698326 | |||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM005 | BRMMR0025 | BRM060 | BRM052 | BRM104 | BRM092 | BRM084 | BRM094 | BRM162 | BRM341 | BRM131 | BRMMR0027 | BRM137 | BRM140 | BRM141 | BRM253 | ||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 (AR0102a) :.Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil 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 | 32.39325 | 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. | 14.857125 | Cum | 1 | 14.857125 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 8.59925 | Cum | - | - | 2.29 | 19.6922825 | 0.48 | 4.12764 | 0.96 | 8.25528 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | 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. | 13.278001 | Cum | - | - | 0.672 | 8.922816672 | 0.28 | 3.71784028 | - | - | 350 | 4647.30035 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | 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. | 23.19625 | Cum | - | - | 0.672 | 15.58788 | 0.28 | 6.49495 | - | - | 350 | 8118.6875 | 1 | 23.19625 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0407Aa) :.Column base (including centering & shuttering) - Column base (including centring & shuttering) | 5.738445 | Cum | - | - | 4.22 | 24.2162379 | 0.45 | 2.58230025 | - | - | - | - | - | - | 0.36 | 2.0658402 | 0.54 | 3.0987603 | 0.004005 | 0.022982472225 | 0.189 | 1.084566105 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7 | R.C.C. Work (AR0407Ac) :.Column & Beam (including centring & shuttering) - Column & Beam (including centring & shuttering) | 2.8015 | Cum | - | - | 4.22 | 11.82233 | 0.45 | 1.260675 | - | - | - | - | - | - | 0.36 | 1.00854 | 0.54 | 1.51281 | 0.041529 | 0.1163434935 | - | - | 4.4196 | 12.3815094 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8 | R.C.C. Work (AR0407Ab) :.Plinth beam (including centering & shuttering) - Plinth beam (including centring & shuttering) | 1.968125 | Cum | - | - | 4.22 | 8.3054875 | 0.45 | 0.88565625 | - | - | - | - | - | - | 0.36 | 0.708525 | 0.54 | 1.0627875 | 0.01335 | 0.02627446875 | 0.63 | 1.23991875 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 9 | R.C.C. Work (AR0407Ad) :.Lintel (including centring & shuttering) - Lintel (including centring & shuttering) | 1.098375 | Cum | - | - | 4.22 | 4.6351425 | 0.45 | 0.49426875 | - | - | - | - | - | - | 0.36 | 0.395415 | 0.54 | 0.5931225 | 0.0741335 | 0.0814263830625 | - | - | - | - | 3.7695 | 4.1403245625 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | R.C.C. Work (AR0407Ae) :.Staircase (including centring & shuttering) - Staircase (including centring & shuttering) | 1.89 | Cum | - | - | 4.22 | 7.9758 | 0.45 | 0.8505 | - | - | - | - | - | - | 0.36 | 0.6804 | 0.54 | 1.0206 | 0.04806 | 0.0908334 | - | - | - | - | 1.17 | 2.2113 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 11 | R.C.C. Work (AR0407Ag) :.Roof (including centring & shuttering) - Roof (including centring & shuttering) | 6.0379125 | Cum | - | - | 4.22 | 25.47999075 | 0.45 | 2.717060625 | - | - | - | - | - | - | 0.36 | 2.1736485 | 0.54 | 3.26047275 | 0.0502172 | 0.303207059595 | - | - | 6.2216 | 37.56547641 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 12 | 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. | 38.488 | Sqm | - | - | 0.0372 | 1.4317536 | 0.0075 | 0.28866 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 126.461 | Sqm | - | - | 0.0358 | 4.5273038 | 0.015 | 1.896915 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | 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. | 122.94 | Sqm | - | - | 0.043 | 5.28642 | 0.018 | 2.21292 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 15 | 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. | 17.72 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.8 | 14.176 | 1.05 | 18.606 | - | - | - | - | - | - | - | - | - | - | - | - |
| 16 | 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. | 54.089 | Sqm | - | - | 0.1375 | 7.4372375 | 0.015 | 0.811335 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 54.089 | 1 | 54.089 | - | - | - | - | - | - | - | - |
| 17 | Painting(AR0901b) :.Priming one coat in inner surface with primer of approved quality over iron work. - Priming one coat in inner surface with primer of approved quality over iron work including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | 31.5675 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.054 | 1.704645 | - | - | - | - | - | - |
| 18 | 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) | 296.9115 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 37.1139375 | - | - | - | - |
| 19 | 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) | 31.5675 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 3.9459375 | - | - |
| 20 | Painting(AR0901d) :.Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces (Inner surface) - Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | 296.911 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.084 | 24.940524 |
| Total Qty | 14.857125 | 145.320682722 | 28.340721155 | 8.25528 | 12765.98785 | 23.19625 | 7.0323687 | 10.54855305 | 0.6410672771325 | 2.324484855 | 49.94698581 | 6.3516245625 | 14.176 | 18.606 | 54.089 | 54.089 | 1.704645 | 37.1139375 | 3.9459375 | 24.940524 | |||||||||||||||||||||||
| Rate Per Unit | 331.46 | 549.712 | 1017.41 | 1336.36 | 6.30115 | 33 | 1991.51 | 1983.8 | 58573.086 | 229.106 | 250.166 | 240.106 | 90.1 | 6626.752 | 662.3175001 | 8.5 | 143.00732 | 249.64732 | 204.30732 | 159.33732 | |||||||||||||||||||||||
| Total Amount | 4924.5426525 | 79884.523140476 | 28834.133110309 | 11032.0259808 | 80440.404341027 | 765.47625 | 14005.032589737 | 20926.21954059 | 37549.288755268 | 532.55342718963 | 12495.037652144 | 1525.0631672036 | 1277.2576 | 123297.347712 | 35824.091262909 | 459.7565 | 243.7767130014 | 9265.3950315225 | 806.1839155125 | 3973.9562535557 | |||||||||||||||||||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM029 | BRM340 | BRM028 | BRM044 | BRM005 | BRM060 | BRM052 | BRM104 | BRM092 | BRM084 | BRM094 | BRM341 | BRM131 | BRM137 | BRM140 | BRM141 | BRM253 | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 (AR0102a) :.Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil 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 | 32.39325 | 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. | 14.857125 | Cum | 1 | 14.857125 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 8.59925 | Cum | - | - | 2.29 | 19.6922825 | 0.48 | 4.12764 | 0.96 | 8.25528 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | 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. | 13.278001 | Cum | - | - | 0.672 | 8.922816672 | 0.28 | 3.71784028 | - | - | 350 | 4647.30035 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | 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. | 23.19625 | Cum | - | - | 0.672 | 15.58788 | 0.28 | 6.49495 | - | - | 350 | 8118.6875 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0407Aa) :.Column base (including centering & shuttering) - Column base (including centring & shuttering) | 5.738445 | Cum | - | - | 4.22 | 24.2162379 | 0.45 | 2.58230025 | - | - | - | - | 0.36 | 2.0658402 | 0.54 | 3.0987603 | 0.004005 | 0.022982472225 | 0.000921 | 0.005285107845 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7 | R.C.C. Work (AR0407Ac) :.Column & Beam (including centring & shuttering) - Column & Beam (including centring & shuttering) | 2.8015 | Cum | - | - | 4.22 | 11.82233 | 0.45 | 1.260675 | - | - | - | - | 0.36 | 1.00854 | 0.54 | 1.51281 | 0.041529 | 0.1163434935 | - | - | 0.045339 | 0.1270172085 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8 | R.C.C. Work (AR0407Ab) :.Plinth beam (including centering & shuttering) - Plinth beam (including centring & shuttering) | 1.968125 | Cum | - | - | 4.22 | 8.3054875 | 0.45 | 0.88565625 | - | - | - | - | 0.36 | 0.708525 | 0.54 | 1.0627875 | 0.01335 | 0.02627446875 | 0.00307 | 0.00604214375 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 9 | R.C.C. Work (AR0407Ad) :.Lintel (including centring & shuttering) - Lintel (including centring & shuttering) | 1.098375 | Cum | - | - | 4.22 | 4.6351425 | 0.45 | 0.49426875 | - | - | - | - | 0.36 | 0.395415 | 0.54 | 0.5931225 | 0.0741335 | 0.0814263830625 | - | - | - | - | 0.049542 | 0.05441569425 | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | R.C.C. Work (AR0407Ae) :.Staircase (including centring & shuttering) - Staircase (including centring & shuttering) | 1.89 | Cum | - | - | 4.22 | 7.9758 | 0.45 | 0.8505 | - | - | - | - | 0.36 | 0.6804 | 0.54 | 1.0206 | 0.04806 | 0.0908334 | - | - | - | - | 0.01494 | 0.0282366 | - | - | - | - | - | - | - | - | - | - | - | - |
| 11 | R.C.C. Work (AR0407Ag) :.Roof (including centring & shuttering) - Roof (including centring & shuttering) | 6.0379125 | Cum | - | - | 4.22 | 25.47999075 | 0.45 | 2.717060625 | - | - | - | - | 0.36 | 2.1736485 | 0.54 | 3.26047275 | 0.0502172 | 0.303207059595 | - | - | 0.076659 | 0.4628603343375 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 12 | 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. | 38.488 | Sqm | - | - | 0.0372 | 1.4317536 | 0.0075 | 0.28866 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 126.461 | Sqm | - | - | 0.0358 | 4.5273038 | 0.015 | 1.896915 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | 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. | 122.94 | Sqm | - | - | 0.043 | 5.28642 | 0.018 | 2.21292 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 15 | 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. | 17.72 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1.05 | 18.606 | - | - | - | - | - | - | - | - | - | - |
| 16 | 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. | 54.089 | Sqm | - | - | 0.1375 | 7.4372375 | 0.015 | 0.811335 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 54.089 | - | - | - | - | - | - | - | - |
| 17 | Painting(AR0901b) :.Priming one coat in inner surface with primer of approved quality over iron work. - Priming one coat in inner surface with primer of approved quality over iron work including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | 31.5675 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.054 | 1.704645 | - | - | - | - | - | - |
| 18 | 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) | 296.9115 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 37.1139375 | - | - | - | - |
| 19 | 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) | 31.5675 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.125 | 3.9459375 | - | - |
| 20 | Painting(AR0901d) :.Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces (Inner surface) - Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. | 296.911 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.084 | 24.940524 |
| Total Qty | 14.857125 | 145.320682722 | 28.340721155 | 8.25528 | 12765.98785 | 7.0323687 | 10.54855305 | 0.6410672771325 | 0.011327251595 | 0.5898775428375 | 0.08265229425 | 18.606 | 54.089 | 1.704645 | 37.1139375 | 3.9459375 | 24.940524 | ||||||||||||||||||||
| Rate Per Unit | 40.25 | 0 | 560.25 | 156.5 | 0.04025 | 156.5 | 156.5 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||||||||||||||||||
| Total Amount | 597.99928125 | 0 | 15877.889027089 | 1291.95132 | 513.8310109625 | 1100.56570155 | 1650.848552325 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||||||||||||||||||
| S/N | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Provision for Contingency @ 1% | Rs. 8358.9176595002 |
| 2 | Display Citizen Board @ Rs. 2000 | Rs. 2000 |
| Sl.No. | Item Name | Amount (in Rs.) | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| No data to display. | |||||||||||||||||||
