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State: Odisha District: Kandhamal Block: Raikia Gram Panchayat: Dadingia
Work Code: OD/359/3431/118988/417545/00066070 (CONSTRUCTION OF DRAIN AT BENGESINAJU TO PUNINAJU DALBALI)
Project Category: Water Body
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Raikia Proposal Date: -
Date of Commencement: 02-12-2025 Date of Completion: -
Scheme Name: SFC Devolution of Fund Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI
Project Sub-Category: Drainage Work Project Type: New Work
Name of Executant: MR SUBHENDU KUMAR PRADHAN
Administrative Approval Details
Approval No.: OD/359/3431/118988/417545/00066070/AS
Technical Sanction Details
Technical Sanction No.: OD/359/3431/118988/417545/00066070/TS
Fund Sanction No.: 14036
Fund Sanction Amount (in Rs.): 202038
ACTIVITY STATEMENT
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 38.88 240.77592 9361.3677696
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 4.32 513.547832 2218.52663424
3 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 5.103 9539.0373645 48677.707671043
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 5.4 5594.06325894 30207.941598276
5 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 14.04 7655.720013252 107486.30898606
Total Amount (in Rs.): 197951.85265922
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Highly-Skilled Semi-Skilled Skilled
462 612 512 562
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 38.88 Cubic Meter 0.516 20.06208 - - - - - -
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. 4.32 Cubic Meter 0.1236 0.533952 - - - - - -
3 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. 5.103 Quintal 0.8 4.0824 0.044 0.224532 - - 0.3 1.5309
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. 5.4 Cubic Meter 3.9 21.06 - - 0.18 0.972 - -
5 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) 14.04 Cubic Meter 1.3333 18.719532 0.3073 4.314492 0.35 4.914 - -
Total Qty 64.457964 1.5309 4.539024 5.886
Rate Per Man Day 462 612 512 562
Total Amount 29779.579368 936.9108 2323.980288 3307.932
Total Labour Amount (in Rs.): 36348.402456
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM162 BRM341 BRM340 BRM028 BRM045 BRM060 BRM052 BRM104 BRM092
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 38.88 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. 4.32 Cum 1 4.32 - - - - - - - - - - - - - - - - - -
3 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. 5.103 Qntl - - 0.8 4.0824 1.05 5.35815 - - - - - - - - - - - - - -
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. 5.4 Cum - - - - - - 2.29 12.366 0.48 2.592 0.96 5.184 - - - - - - - -
5 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) 14.04 Cum - - - - - - 3.4733 48.765132 0.45 6.318 - - 0.36 5.0544 0.54 7.5816 0.01335 0.187434 0.63 8.8452
Total Qty 4.32 4.0824 5.35815 61.131132 8.91 5.184 5.0544 7.5816 0.187434 8.8452
Rate Per Unit 411.11 90.1 7103.687 602.907 1214.79 1323.77 2556.58 2520.2 58573.086 229.106
Total Amount 1775.9952 367.82424 38062.62049905 36856.387400724 10823.7789 6862.42368 12921.977952 19107.14832 10978.587801324 2026.4883912
Total Material Amount (in Rs.): 139783.2323843
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM341 BRM340 BRM028 BRM045 BRM060 BRM052 BRM104 BRM092
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 38.88 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. 4.32 Cum 1 4.32 - - - - - - - - - - - - - - - -
3 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. 5.103 Qntl - - 1.05 5.35815 - - - - - - - - - - - - - -
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. 5.4 Cum - - - - 2.29 12.366 0.48 2.592 0.96 5.184 - - - - - - - -
5 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) 14.04 Cum - - - - 3.4733 48.765132 0.45 6.318 - - 0.36 5.0544 0.54 7.5816 0.01335 0.187434 0.00307 0.0431028
Total Qty 4.32 5.35815 61.131132 8.91 5.184 5.0544 7.5816 0.187434 0.0431028
Rate Per Unit 40.25 0 0 40.25 149.5 149.5 149.5 0 0
Total Amount 173.88 0 0 358.6275 775.008 755.6328 1133.4492 0 0
Total Royalty Amount (in Rs.): 3196.5975
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Display Citizen Board @ Rs. 1948.14 Rs. 1948.14
2 Provision for Contingency @ Rs. 2019 Rs. 2019
Total Addition Component Amount (in Rs.): 3967.14
DEDUCTION COMPONENT
Sl.No. Item Name Amount (in Rs.)
No data to display.
Total Deduction Component Amount (in Rs.): 0
Total Net Amount (in Rs.): 201918.99265922
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