Final Dpr

State: Odisha District: Kalahandi Block: Madanpur Rampur Gram Panchayat: Madanpur
Work Code: OD/358/3419/118815/422472/00064101 (Construction of CC Road from Sanpitamal to Madanpur Tukda)
Project Category: Road
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Madanpur Rampur Bill Status: Final Bill
Proposal Date: - Date of Commencement: 19-11-2025
Date of Completion: 16-12-2025 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: JE PRABIN
Administrative Approval Details
Approval No.: OD/358/3419/118815/422472/00064101/AS
Technical Sanction Details
Technical Sanction No.: OD/358/3419/118815/422472/00064101/TS
Fund Sanction No.: 14036
Fund Sanction Amount (in Rs.): 160000
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 2.775 240.77592 668.153178
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 11.47 550.857232 6318.33245104
3 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 29.6 216.39264180804 6405.222197518
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 14.8 5199.37348136 76950.727524128
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 9.054 7289.05125632 65995.070074721
Total Amount (in Rs.): 156337.50542541
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Semi-Skilled Skilled
Rs. 462 Rs. 512 Rs. 562
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 2.775 Cubic Meter 0.516 1.4319 - - - -
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. 11.47 Cubic Meter 0.1236 1.417692 - - - -
3 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 29.6 Square Meter - - 0.05 1.48 0.05 1.48
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. 14.8 Cubic Meter 3.9 57.72 - - 0.18 2.664
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. 9.054 Cubic Meter 4.6 41.6484 - - 0.68 6.15672
Total Qty 102.217992 1.48 10.30072
Rate Per Man Day 462 512 562
Total Amount 47224.712304 757.76 5789.00464
Total Labour Amount (in Rs.): 53771.476944
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM104 BRM092 BRM340 BRM028 BRM045 BRM056
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 2.775 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. 11.47 Cum 1 11.47 - - - - - - - - - - - -
3 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 29.6 Sqm - - 0.00267 0.079032 0.126 3.7296 - - - - - - - -
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. 14.8 Cum - - - - - - 2.29 33.892 0.48 7.104 0.96 14.208 - -
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. 9.054 Cum - - - - - - 3.23 29.24442 0.45 4.0743 - - 0.9 8.1486
Total Qty 11.47 0.079032 3.7296 63.13642 11.1783 14.208 8.1486
Rate Per Unit 413.05 58620.646 276.666 605.212 417.99 1258.67 2258.53
Total Amount 4737.6835 4632.906894672 1031.8535136 38210.91902104 4672.417617 17883.18336 18403.857558
Total Material Amount (in Rs.): 89572.821464312
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM104 BRM092 BRM340 BRM028 BRM045 BRM056
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 2.775 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. 11.47 Cum 1 11.47 - - - - - - - - - - - -
3 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 29.6 Sqm - - 0.00267 0.079032 0.000614 0.0181744 - - - - - - - -
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. 14.8 Cum - - - - - - 2.29 33.892 0.48 7.104 0.96 14.208 - -
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. 9.054 Cum - - - - - - 3.23 29.24442 0.45 4.0743 - - 0.9 8.1486
Total Qty 11.47 0.079032 0.0181744 63.13642 11.1783 14.208 8.1486
Rate Per Unit 75.25 0 0 0 75.25 184.5 184.5
Total Amount 863.1175 0 0 0 841.167075 2621.376 1503.4167
Total Royalty Amount (in Rs.): 5829.077275
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Display Citizen Board @ Rs. 2000 Rs. 2000
2 Contingency @ 1% Rs. 1563.3750542541
Total Addition Component Amount (in Rs.): 3563.3750542541
DEDUCTION COMPONENT
Sl.No. Item Name Amount (in Rs.)
1 Contingency @ 1% Rs. 1599.0088047966
2 Royalty @ Rs. 3699.0485 Rs. 3699.0485
3 Additional Royalty @ Rs. 1575.1715 Rs. 1575.1715
4 EMF @ Rs. 184.952425 Rs. 184.952425
5 DMF @ Rs. 369.90485 Rs. 369.90485
6 Empty Gunny Bag (Cement x Gunny Bag Rate : 59 x 3.945) @ 501.015 Rs. 501.015
7 Labour Cess @ 1% Rs. 1599.0088047966
Total Deduction Component Amount (in Rs.): 9528.1098845933
Total Net Amount (in Rs.): 150372.77059507