Hon'ble Chief Minister
Hon'ble Minister (PR&DW and RD)
| State: Odisha | District: Balasore | Block: Remuna | Gram Panchayat: Badapal |
| Financial Year: 2025-26 | Execution Level: ps |
| Executing Agency: Panchayat Samiti, Remuna | Proposal Date: - |
| Date of Commencement: - | Date of Completion: - |
| Scheme Name: 5th SFC Grant in Aid | Scheme Component Name: Development of Rural Haat |
| Project Sub-Category: Market Complex | Project Type: New Work |
| Name of Executant: |
| Sl.No. | Activity taken | Unit | Quantity | Unit Price (in Rs.) | Total (in Rs.) |
|---|---|---|---|---|---|
| 1 | Pile Foundation (AR1501ca) : Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (250mm dia and 3.0 meter long) | Nos | 54 | 2461.70316062 | 132931.97067348 |
| 2 | Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | Cum | 15.43124016 | 240.77592 | 3715.4710462649 |
| 3 | Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | Cum | 138.88989434112 | 1051.029432 | 145977.36675989 |
| 4 | Concrete (AR0303a) : Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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 | 11.435491908 | 6165.42862376 | 70504.709136359 |
| 5 | R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | Qntl | 4 | 8638.4039318 | 34553.6157272 |
| 6 | R.C.C. Work (AR0404Ab) : 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) | Cum | 8.5229971483232 | 7602.0825071754 | 64792.527529974 |
| 7 | R.C.C. Work (AR0404Ac) : 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. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) | Cum | 2.6335048752 | 14904.397781302 | 39250.804218979 |
| 8 | Roofing (AR1132) : Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge | Sqm | 121.888736 | 521.52718361032 | 63568.289199902 |
| 9 | 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 | 51.3433563152 | 5220.882522968 | 268057.63165655 |
| 10 | Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | Sqm | 152.6674999 | 174.8297996352 | 26690.828418324 |
| 11 | Earth Work (AR0122Bi) : Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift - Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift including dressing and leveling the bed, etc. as per direction of Engineer-in-Charge. | Cum | 339.8016 | 310.01110892 | 105342.27082879 |
| Sl.No. | Activity Name | Quantity (A) | Unit | Highly-Skilled | Un-Skilled | Skilled | Semi-Skilled | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 612 | 462 | 562 | 512 | ||||||||
| Qty/Unit (B) | Total Qty (A*B) | Qty/Unit (B) | Total Qty (A*B) | Qty/Unit (B) | Total Qty (A*B) | Qty/Unit (B) | Total Qty (A*B) | ||||
| 1 | Pile Foundation (AR1501ca) : Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (250mm dia and 3.0 meter long) | 54 | Number | 0.283 | 15.282 | 0.013 | 0.702 | 0.021 | 1.134 | 1.175 | 63.45 |
| 2 | Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 15.43124016 | Cubic Meter | 0.516 | 7.96251992256 | - | - | - | - | - | - |
| 3 | Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | 138.88989434112 | Cubic Meter | 0.1236 | 17.166790940562 | - | - | - | - | - | - |
| 4 | Concrete (AR0303a) : Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. | 11.435491908 | Cubic Meter | 3.9 | 44.5984184412 | - | - | 0.18 | 2.05838854344 | - | - |
| 5 | R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 4 | Quintal | 0.8 | 3.2 | 0.044 | 0.176 | - | - | 0.3 | 1.2 |
| 6 | R.C.C. Work (AR0404Ab) : 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) | 8.5229971483232 | Cubic Meter | 1.3333 | 11.363712097859 | 0.3073 | 2.6191170236797 | 0.35 | 2.9830490019131 | - | - |
| 7 | R.C.C. Work (AR0404Ac) : 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. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) | 2.6335048752 | Cubic Meter | 1.3333 | 3.5112520501042 | 5.29605 | 13.947173494303 | 5.33875 | 14.059624152474 | - | - |
| 8 | Roofing (AR1132) : Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge | 121.888736 | Square Meter | 0.21505376344086 | 26.212631397849 | - | - | - | - | 0.16129032258065 | 19.659473548387 |
| 9 | 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. | 51.3433563152 | Cubic Meter | 2.96 | 151.97633469299 | - | - | 1.05 | 53.91052413096 | 0.35 | 17.97017471032 |
| 10 | Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | 152.6674999 | Square Meter | 0.12 | 18.320099988 | - | - | 0.14 | 21.373449986 | - | - |
| 11 | Earth Work (AR0122Bi) : Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift - Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift including dressing and leveling the bed, etc. as per direction of Engineer-in-Charge. | 339.8016 | Cubic Meter | 0.32 | 108.736512 | - | - | - | - | - | - |
| Total Qty | 102.27964825871 | 408.33027153113 | 95.519035814787 | 17.444290517983 | |||||||
| Rate Per Man Day | 612 | 462 | 562 | 512 | |||||||
| Total Amount | 62595.144734329 | 188648.58544738 | 53681.69812791 | 8931.4767452071 | |||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM178 | BRM342 | BRM340 | BRM028 | BRM056 | BRM029 | BRM045 | BRM162 | BRM341 | BRM060 | BRM052 | BRM104 | BRM092 | BRM084 | BRM149 | BRM005 | BRMM402 | BRMM401 | ||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | ||||
| 1 | Pile Foundation(AR1501ca) :.Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (250mm dia and 3.0 meter long) | 54 | Nos | 0.588 | 31.752 | 0.235 | 12.69 | 0.805 | 43.47 | 0.096 | 5.184 | 0.19 | 10.26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 15.43124016 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | 138.88989434112 | Cum | - | - | - | - | - | - | - | - | - | - | 1 | 138.88989434112 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. | 11.435491908 | Cum | - | - | - | - | 2.29 | 26.18727646932 | 0.48 | 5.48903611584 | - | - | - | - | 0.96 | 10.97807223168 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 4 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.8 | 3.2 | 1.05 | 4.2 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0404Ab) :.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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) | 8.5229971483232 | Cum | - | - | - | - | 3.4733 | 29.602925995271 | 0.45 | 3.8353487167454 | - | - | - | - | - | - | - | - | - | - | 0.36 | 3.0682789733964 | 0.54 | 4.6024184600945 | 0.01335 | 0.11378201193011 | 0.63 | 5.3694882034436 | - | - | - | - | - | - | - | - | - | - |
| 7 | R.C.C. Work (AR0404Ac) :.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. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) | 2.6335048752 | Cum | - | - | - | - | 3.4733 | 9.1469524830322 | 0.45 | 1.18507719384 | - | - | - | - | - | - | - | - | - | - | 0.36 | 0.948061755072 | 0.54 | 1.422092632608 | 0.041529 | 0.10936682396218 | - | - | 4.4196 | 11.639038146434 | - | - | - | - | - | - | - | - |
| 8 | Roofing (AR1132) :.Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge | 121.888736 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 121.888736 | - | - | - | - | - | - |
| 9 | 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. | 51.3433563152 | Cum | - | - | - | - | 0.672 | 34.502735443814 | 0.28 | 14.376139768256 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 17970.17471032 | - | - | - | - |
| 10 | Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | 152.6674999 | Sqm | - | - | - | - | 0.0358 | 5.46549649642 | 0.015 | 2.2900124985 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 11 | Earth Work (AR0122Bi) :.Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift - Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift including dressing and leveling the bed, etc. as per direction of Engineer-in-Charge. | 339.8016 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | -0.6666 | -226.51174656 | 1 | 339.8016 |
| Total Qty | 31.752 | 12.69 | 148.37538688786 | 32.359614293181 | 10.26 | 138.88989434112 | 10.97807223168 | 3.2 | 4.2 | 4.0163407284684 | 6.0245110927025 | 0.2231488358923 | 5.3694882034436 | 11.639038146434 | 121.888736 | 17970.17471032 | -226.51174656 | 339.8016 | |||||||||||||||||||||
| Rate Per Unit | 337.87 | 450 | 576.412 | 561.21 | 2359.73 | 556.27 | 1750.47 | 90 | 6384.952 | 2381.78 | 2345.4 | 58620.646 | 276.666 | 297.726 | 318.299032 | 6.47785 | 175.38 | 276.01 | |||||||||||||||||||||
| Total Amount | 10728.04824 | 5710.5 | 85525.353506804 | 18160.539137476 | 24210.8298 | 77260.281525135 | 19216.786099389 | 288 | 26816.7984 | 9566.0400202514 | 14129.888316825 | 13081.128914154 | 1485.5548232939 | 3465.2442711852 | 38797.066680504 | 116408.09624725 | -39725.630111693 | 93788.639616 | |||||||||||||||||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM340 | BRM028 | BRM056 | BRM029 | BRM045 | BRM341 | BRM060 | BRM052 | BRM104 | BRM092 | BRM084 | BRM149 | BRM005 | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | Qty/unit (B) | Total Qty (A*B) | ||||
| 1 | Pile Foundation(AR1501ca) :.Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (250mm dia and 3.0 meter long) | 54 | Nos | 0.805 | 43.47 | 0.096 | 5.184 | 0.19 | 10.26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge | 15.43124016 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | 138.88989434112 | Cum | - | - | - | - | - | - | 1 | 138.88989434112 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4 | Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. | 11.435491908 | Cum | 2.29 | 26.18727646932 | 0.48 | 5.48903611584 | - | - | - | - | 0.96 | 10.97807223168 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 4 | Qntl | - | - | - | - | - | - | - | - | - | - | 1.05 | 4.2 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | R.C.C. Work (AR0404Ab) :.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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) | 8.5229971483232 | Cum | 3.4733 | 29.602925995271 | 0.45 | 3.8353487167454 | - | - | - | - | - | - | - | - | 0.36 | 3.0682789733964 | 0.54 | 4.6024184600945 | 0.01335 | 0.11378201193011 | 0.00307 | 0.026165601245352 | - | - | - | - | - | - |
| 7 | R.C.C. Work (AR0404Ac) :.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. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) | 2.6335048752 | Cum | 3.4733 | 9.1469524830322 | 0.45 | 1.18507719384 | - | - | - | - | - | - | - | - | 0.36 | 0.948061755072 | 0.54 | 1.422092632608 | 0.041529 | 0.10936682396218 | - | - | 0.045339 | 0.11940047753669 | - | - | - | - |
| 8 | Roofing (AR1132) :.Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge | 121.888736 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 121.888736 | - | - |
| 9 | 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. | 51.3433563152 | Cum | 0.672 | 34.502735443814 | 0.28 | 14.376139768256 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 350 | 17970.17471032 |
| 10 | Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | 152.6674999 | Sqm | 0.0358 | 5.46549649642 | 0.015 | 2.2900124985 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 11 | Earth Work (AR0122Bi) :.Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift - Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift including dressing and leveling the bed, etc. as per direction of Engineer-in-Charge. | 339.8016 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| Total Qty | 148.37538688786 | 32.359614293181 | 10.26 | 138.88989434112 | 10.97807223168 | 4.2 | 4.0163407284684 | 6.0245110927025 | 0.2231488358923 | 0.026165601245352 | 0.11940047753669 | 121.888736 | 17970.17471032 | ||||||||||||||||
| Rate Per Unit | 0 | 427.25 | 522.5 | 427.25 | 522.5 | 0 | 522.5 | 522.5 | 0 | 0 | 0 | 0 | 0 | ||||||||||||||||
| Total Amount | 0 | 13825.645206762 | 5360.85 | 59340.707357244 | 5736.0427410528 | 0 | 2098.5380306247 | 3147.8070459371 | 0 | 0 | 0 | 0 | 0 | ||||||||||||||||
| S/N | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Provision for EI Work @ Rs. 20060 | Rs. 20060 |
| 2 | Provision for Contingency @ 1% | Rs. 9553.8548519571 |
| 3 | Display Citizen Board @ Rs. 5000 | Rs. 5000 |
| 4 | Any Other Lumpsum @ Rs. 10000 | Rs. 10000 |
| Sl.No. | Item Name | Amount (in Rs.) | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
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