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State: Odisha District: Kalahandi Block: Junagarh Gram Panchayat: Baladiamal
Work Code: OD/358/3413/118690/423730/00053449 (Construction of Khaliapali CC road drain )
Project Category: Road
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Junagarh Proposal Date: -
Date of Commencement: 30-09-2025 Date of Completion: -
Scheme Name: SFC Devolution of Fund Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI
Project Sub-Category: CC Road Project Type: New Work
Name of Executant: AMIT KUMAR MAJUMDAR
Administrative Approval Details
Approval No.: OD/358/3413/118690/423730/00053449/AS
Technical Sanction Details
Technical Sanction No.: OD/358/3413/118690/423730/00053449/TS
Fund Sanction No.: 10436
Fund Sanction Amount (in Rs.): 200000
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 45.87 240.77592 11044.3914504
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 7.645 603.478232 4613.59108364
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 7.645 5470.56683406 41822.483446389
4 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 166.8 216.23489289764 36067.980135326
5 Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. Cum 10.0775 7055.60964322 71102.90617955
6 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 3.90537 7255.6635732 28336.050848868
Total Amount (in Rs.): 192987.40314417
LABOUR STATEMENT
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 45.87 Cubic Meter 0.516 23.66892 - - - - - -
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. 7.645 Cubic Meter 0.1236 0.944922 - - - - - -
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. 7.645 Cubic Meter 3.9 29.8155 - - 0.18 1.3761 - -
4 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 166.8 Square Meter - - 0.05 8.34 0.05 8.34 - -
5 Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. 10.0775 Cubic Meter 4.6 46.3565 - - 0.68 6.8527 - -
6 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. 3.90537 Quintal 0.8 3.124296 0.044 0.17183628 - - 0.3 1.171611
Total Qty 103.910138 16.5688 8.51183628 1.171611
Rate Per Man Day 462 562 512 612
Total Amount 48006.483756 9311.6656 4358.06017536 717.025932
Total Labour Amount (in Rs.): 62393.23546336
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM104 BRM092 BRM056 BRM162 BRM341
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 45.87 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. 7.645 Cum 1 7.645 - - - - - - - - - - - - - - - -
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. 7.645 Cum - - 2.29 17.50705 0.48 3.6696 0.96 7.3392 - - - - - - - - - -
4 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 166.8 Sqm - - - - - - - - 0.00267 0.445356 0.126 21.0168 - - - - - -
5 Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. 10.0775 Cum - - 3.23 32.550325 0.45 4.534875 - - - - - - 0.9 9.06975 - - - -
6 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. 3.90537 Qntl - - - - - - - - - - - - - - 0.8 3.124296 1.05 4.1006385
Total Qty 7.645 50.057375 8.204475 7.3392 0.445356 21.0168 9.06975 3.124296 4.1006385
Rate Per Unit 478.15 599.267 483.09 1401.46 58573.086 229.106 1802.83 90.1 5279.017
Total Amount 3655.45675 29997.732944125 3963.49982775 10285.595232 26085.875288616 4815.0749808 16351.2173925 281.4990696 21647.340352355
Total Material Amount (in Rs.): 117083.29183775
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM104 BRM092 BRM056 BRM341
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 45.87 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. 7.645 Cum 1 7.645 - - - - - - - - - - - - - -
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. 7.645 Cum - - 2.29 17.50705 0.48 3.6696 0.96 7.3392 - - - - - - - -
4 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 166.8 Sqm - - - - - - - - 0.00267 0.445356 0.000614 0.1024152 - - - -
5 Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. 10.0775 Cum - - 3.23 32.550325 0.45 4.534875 - - - - - - 0.9 9.06975 - -
6 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. 3.90537 Qntl - - - - - - - - - - - - - - 1.05 4.1006385
Total Qty 7.645 50.057375 8.204475 7.3392 0.445356 0.1024152 9.06975 4.1006385
Rate Per Unit 62.25 0 62.25 172.5 0 0 172.5 0
Total Amount 475.90125 0 510.72856875 1266.012 0 0 1564.531875 0
Total Royalty Amount (in Rs.): 3817.17369375
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Provision for Contingency @ 1% Rs. 1929.8740314417
2 Display Citizen Board @ Rs. 5000 Rs. 5000
Total Addition Component Amount (in Rs.): 6929.8740314417
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.): 199917.27717561
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